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49104-Z
4'o� CpG Town of Southold 8/31/2023 a� y� P.O.Box 1179 o ` rh' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44511 Date: 8/31/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1175 W Hill, Southold SCTM#: 473889 Sec/Block/Lot: 70.4-23.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/2/2015 pursuant to which Building Permit No. 49104 dated 4/7/2023 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: non-habitable accessory garage with conditioned storage space and half bath as applied for. The certificate is issued to Wexler DM Rev Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0078 8/15/2018 ELECTRICAL CERTIFICATE NO. 41436 10/26/2017 PLUMBERS CERTIFICATION DATED 9/26/2017 ore erry Jr. Aut ri ed i nature TOWN OF SOUTHOLD °aye BUILDING DEPARTMENT Cn 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#: 49104 Date: 4/7/2023 Permission is hereby granted to: Wexler DM Rev Trt 1175 Hill RdW Southold, NY 11971 To: Lots must be combined before c/o 70-4-22 and 70-4-23. Construction of an accessory garage as applied for per'SCHD and DEC NJ Letter. Replaces BP 46208. At premises located at: 1275 W Hill Rd SCTM #473889 Sec/Block/Lot# 70.4-22 Pursuant to application dated 4/2/2015 and approved by the Building Inspector. To expire on 10/6/2024. Fees: PERMIT RENEWAL $461.40 Total: $461.40 i/ Building Inspector TOWN OF SOUTHOLD ��SUFFOI BUILDING DEPARTMENT TOWN CLERK'S OFFICE rn�y . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46208 Date: 5/10/2021 Permission is hereby granted to: Wexler DM Rev Trt 1775 Indian Neck Ln Peconic, NY 11958 To: Lots must be combined before c/o 70-4-22 and 70-4-23. Construction of an accessory garage as applied for per SCHD and DEC NJ Letter. Replaces BP#43729 At premises located at: 1275 W Hill Rd., Southold SCTM #473889 Sec/Block/Lot# 70.-4-22 Pursuant to application dated 5/10/2021 and approved by the Building Inspector. To expire on 11/9/2022. Fees: PERMIT RENEWAL $461.40 Total: $461.40 Building Inspector �o�SufF�t��oTOWN OF SOUTHOLD 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#: 43729 Date: 5/8/2019 Permission is hereby,granted to: Wexler DM Rev Trt 1775 Indian Neck Ln Peconic, NY 11958 To: Lots must be combined before c/o 70-4-22 and 70-4-23. Construction of an accessory garage as applied for per SCHD and DEC NJ Letter. Replaces BP#41436 At premises located at: 1275 W Hill Rd., Southold SCTM # 473889 Sec/Block/Lot# 70.-4-22 Pursuant to application dated 5/8/2019 and approved by the Building Inspector. To expire on 11/6/2020. Fees: PERMIT RENEWAL $436.40 Total: $436.40 Building Ins ctor �Sut� TOWN OF SOUTHOLD o cook BUILDING DEPARTMENT y 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#: 41436 Date: 3/17/2017 Permission is hereby granted to: Wexler Donna M Revoc Trust 1175 Indian Neck Ln Peconic, NY 11958 To: Lots must be combined before c/o 70-4-22 and 70-4-23. Construction of an accessory garage as applied for per SCHD and DEC NJ Letter. At premises located at: 1275 W Hill Rd., Southold SCTM # 473889 Sec/Block/Lot# 70.-4-22 Pursuant to application dated 3/17/2017 and approved by the Building Inspector. J To expire on 9/16/2018. Fees: PERMIT RENEWAL $436.40 Total: $436.40 ri it ' spector �SUFFnt�r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy . SOUTHOLD, NY �Ol � dao 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#: 39679 Date: 4/15/2015 Permission is hereby granted to: Wexler Donna M Revoc Trust & Iglesias, Gertrude 1175 Indian Neck Ln Peconic, NY 11958 To: Construction of an accessory garage as applied for per SCHD and DEC NJ Letter. At premises located at: 1275 W Hill Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.4-22 Pursuant to application dated 4/2/2015 and approved by the Building Inspector. To expire on 10/14/2016. Fees: ACCESSORY $872.80 CO -ACCESSORY BUILDING $50.00 Total: $922.80 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 3'3 —Z.O 1 5 New Construction: X Old or Pre-existing Building: (check one) Location of Property: we_sV kAM PooA 0 1C+ House No. Street Hamlet Owner or Owners of Property: n C,4%,ih0. Vit Q-ic\es' Suffolk County Tax Map No 1000,Section -7 —Block— 9— Lot Z- Z Subdivision '13%11 Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signature OF SO(/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N �e Fax(631)765-9502 P.O.Box 1179 �Q roper.rich ert(aD-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wexler Address: 1275 W. Hill Road city:Southold st: New York zip: 11971 Building Permit#: 41436 Section: 70 Block: 4 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Robert J. Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 19 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt 3 Recessed Fixtures 35 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches 3Q Twist Lock Exit Fixtures �] TVSS Other Equipment: 2- Special 30A Receptacles, 3- Combination Smoke/CO Detectors, 2- Paddle Fans, 1- Exhaust Fan. Notes: 200A Underground Service. Inspector Signature: Date: October 26, 2017 0-Cert Electrical Compliance Form.xls Town Hall,53095 Main Road ® Fax(631)765-9502 P.O.Box 1I79 �'® ®� Telephone(631)765-1502 Southold,New York 11971-0959 BUILDING"DEPARTMENT a(D'VM OF BOUT,HOLD iCERT1PIlOA T ION ZDate: . o/ Building Permit No. . / 3WI Owner: ;Q). va/'b �/►o ��` (please print) Plumber: 6'd0 � (lease p ' I certify that the solder used in the water supply system contains less than 2/14 of.1% lead. (Pl ers Sigaatiure) Morn to before me this day of 20� r� D Notary Pubii v County- �� UP 2 6 2017 �ub"o.Stale of Nev/Ycl{� JJ,,.z.•.i'7 s DEFT. No.®1FE4G G,;) TOWN N OF SOIJ'gHOLD ►, Bt�eSifle�i Sufis>;lQ �9nV�.� fAf s 0 cou TOWN. OF SOUTHOLD BUILDING DEPT. " 765-1802 NSPECTION - I UNDATION I ST ROUGH PLUMBING j FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: CA� r 7 DATE INSPECTOR- Z i oF so�lyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION - [ FOU ATION 1 ST [ ] ROUGH PLUMBING [ IF NDATION 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 OF 50Ulyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC I [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEN TRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) MARKS: W lUrN1`/J 1 0 oy- -6 DATE ` INSPECTOR 50U1h, � o TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINAL &C-1 co4vl� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: I v Y � .....00, P� % or,v wo- DATE . r INSPECTOR pF SOUjyolo G • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 Q � \1�,� (631) 774 7355 C� Date: April 17, 2017 0 C T - 3 2017 To: Town of Southold Building Dept Re: Insulation Inspection T01VN OF SOUTHOLD Wexler 1275 W. Hill Rd. Southold, NY Permit#41436 This letter certifies that an inspection was performed on the garage at the above mentioned property and the insulation was installed as per plan and meet all state and local codes. Any questions feel free to call. F NEW Y C-D�� N. °EFR��'A� Sin erely, '� ' ' `" Jame J eerkoski P.E. R�FESs10 ti - ti �y +4F: e • y P •^I j ! . I � r At f Yi E As v - l �. } ■L ` i � � � ��'� ., <� � ,. ;� �� �� �• � �, � , ° ` �. �, � ,� �� �,�a�� �,,;.. Eq � ,.�• m �• � 'y� -,� w �.�„� � ;� ;d' c� ��, � �� �� �� � r( ,�, � � �.� At k r � � M 1 •r r 4 F y � �y t 1 �, S1 1 Al r - t L• � EEE 1,4000 f 1 ,d14 , p' h �' .1 .. .,.,Yw�' �! r ;�-- �� � _ �� ��- �� �.. . �;��;� �: -��r��•. :�. - � �1.. , ;_ ti . � 44 . VL ►►1All, - ,+�"! � � i�� I I► , iii ,� � Jill Ok +�^'T i d ~ A 1 �. �`G.�• - .; H w . W^ t ' (,� '.�p j �.` � r t / �. • � � % 1 ,}. - / � o � �- � � � - � ., 1 � � _ �- , � ., � � � '� � � s. " ,..., r�_ �� i , ���� � r � R t It 46 f _ RM lam. illI � 1 , � � _ � � y►'�� .. r' AjW4Fj6, +. .0� 4. 7Z Awl EWA v� Ism • r. r IV�tfi'1l.� . .iil"L'i'ar , I��.��J� ll" ®R_ _ IMUL,ATIO - STATE ENERGY • r �W,-WIJ� �r�� A • r P a ••�y r �'fit. � � � v I � ' , ' i Ili 1 ♦ i1�/ TOWN OF SOUTHOLD BUIL, UIL,blNG 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:(631a�.76S-•9502 Survey SoutholdTown.NorthFork.net PERMIT NO. G� l Check Septic Form N.Y.S.D.E.C. Trustees C.O.ARplication Fl�od'Permit -` ' Examined ,20 Single&Separate Storm-Water Assessment Form Contact: M e ,C' Approved ,20 Mail to: Y J �11Z 6 1 Disapproved a/c i.. Phone: ('3 —Z 9 Expiration ,20 Building Inspector " I PLICATION FOR BUILDING PERMIT �i APR - 2 Date q-• :l , 20 1 "::• ` : 1} INSTRUCTIONIS a. This application M pletely 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.,•oh.premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work co9ered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the pretlrises available for inspection throughout the work. e.No building'shall be occupied or used i'n�whole or in part for any purpose'what so ever until the Building Inspector issues a Gertiftcate of.Occupancy. f.Every buil'dirig permit shall expire if the worl�authorized has no co`fim nd�d'0ithih 12 months after the date of issu'aWo• or h`as riot been completed such date. If no zoning'ati endmen%t'scof-6tller regulations affecting the ;r'pf6gdy-hav"e*&ensenacted in the interiin,'th'e Buiil'ding�.Jnspector may authorize;-in'Wrifirig the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Q Ce t • 5,% n 3 Q S%J-%L+tS . C v p-,> Name of owner of premises 1) ,Lj M n t_ W 9- (As (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of la on which proposed work will bed ne: V40 s� \�.\� V--oQwdl HousS Number Street `;:...' Hamlet County Tax Map No. 1000 Section �e7 'Block` s' - Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SSI C\ We M % n d -e_ 10\ b. Intended use and occupancy l%u�� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work -T (Description) 4. Estimated Cost^ 715; 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, .,Nmbp5of mars 6. If business,'comrriet ciaf or mixed occupancy, specify nature and extent of each type of use. 7. Dif -exnsignis.c f exiDting Artictures, if any: Front 2- -�o Rear-.,2-6 Depth Height 2- -- Number of Stories l Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Z -1 0 Rear Depth Height 2`"�L Number of Stories 9.A Size of lot: Front Z'�> 6 '6`� Rear k 1-% -3 Depth �- Z- O •J 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �Z-qry 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO k 13. Will lot be re-graded? YES NO*X Will excess fill be removed from premises? YES 'I", NO we . .)-141 TA +14 14.Names of Owner of premiseMe c%n�N00-ikkf Address . S Vu �La 1a Phone No.63� -939- 10d V Name of Architect I % r 7-� NOWIC Address Phone No 6311 -'734-41616 Name of Contractor-%,o r� C`k-j as 4,!1Address Phone No.,-Z 16- [,13 -71-71 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESk. NO N * 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 * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,-with accurate foundation plan and distances to property lines. ,1P7:..� eigation.aten*poinf.on,propgrty isaat 10*et or below, must provide topographical data on survey. ..} , 18. Are there any covenants and restrictions with respect to this property? * YES NO k * IF YES, PROVIDE A COPY. STATE OF NEW YORK) e . ,• `•'-i +: �; •' -' :mob �) 1.a,1' .. .--y - �"•,,`1 `} y P1 3 COUNTY OF ) x. SY . hh `� t•.�p \ \�`�� being duly'swom, deposes and 4fs'that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A \JrN .01 (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 tct before me this ' 2 G� day of A 2i0`,( , ~� IE D.BU Notary P, blic NAY 8tete d Ns�►Yolk Signature of Applicant oua11<Nd in 3+dbw Coo* ComnNNlon Expires AM 14,ZC � New York State Department of Environmental Conservation Division of EnViroiomental Permits, Region-.One Building 40.-SUNY,.Stony Brook, New York-11790=2356 Phone: (63.1)444-0365.-, FAX: (631)444-0360. . Website:www.dec.state.ny.us Denise M.Sheehan AcBng.Commissloner LETTER OF NON JURISDICTION-ARTICLE 25:. Noveinber 21;2005 Ms. Donna I.Wexler 200 Castle,Hill Road Cutchogue,NY T1935 Re: Application#1-4738.-03511/,00001 1275 WestHillROad, SCTM�# 1000-70=4-22 Dear Ms.Wexler: Based on ahe information:you have submitted and a review by our technical staff, the Department of Environmental Conservation has determined that: The,property landward ofthe-bulkb:ead greater than 100 feet in.length.and constructe&pnor.to. 8/20/77 as..shown-on,the survey prepared by John C.Ehlers last revised.08/03/05:isbeyond Article'25 (Tidal Wetlands Act)jurisdiction. .Therefore;in accordance with the:currentTidal: Wetlands Land Use.R.egulations (6NYCRR Part 661)ito permit.is required: Be advised, no.construetion,.sedimentation;or disturbance of any=kind.may take place seawardof tG;e,tidal wetlands,jurisdictional boundary,:,as indicated above,without a permit. It is:your responsibility to-ensure that all precautions are-taken to,prevent any-sedimentation or other alteration.or disturbance tothe ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may,include maintaining adequate work area between the tidal wetland jurisdictional;boundary and:your project(i.e. a.15'to 20'wide construction area) or.erecting a temporary fence,,barrier,or hale bay be Please note that this letter.does not relieve you of the resp ibili of obtaining any: ecessary P or-approvals;from other agencies or local munic' S' erel ohn Wi and Permit A strator cc: BMHP . file 1 STEPHANA A. MOSERA Attorney at Law io Chichester Road Huntington Station, New York 11746 (631) 549-8848 Fax: (631) 549-8976 Date: JUNE 6, 2023 MS. DONNA M. WEXLER 1 175 WEST HILL ROAD SOUTHOLD, NY 11971 RE: DEED TRANSFER CORRECTION DEED PREMISES: 1275 WEST HILL ROAD, SOUTHOLD, NY Dear Donna: As requested, enclosed please find the CORRECTION deed and applicable transfer documents, as well as an affidavit of heirship, and the invoice for same, prepared for premises located at (vacant lot 22) 1275 WEST HILL ROAD, SOUTHOLD, NY. [(and also covering 1 175 West Hill Road Southold, NY (improved lot 23)] As discussed, since the last deed you did and had recorded in 2023 was for both tax parcels (022.000 and 023.000), we are just amending/correcting that deed to dispose of the interest of Gertrude E. Iglesias. I have tabbed where each person needs to sign, in black ink. The deed and heirship affidavit must be signed before a notary public. If you have any questions, please feel free to contact me. Thank you. Sincerely, 1 Stephana A. Mosera Enc. MY DOCS/SAM LEGAL/GENERAL LEGAL/NOLAN DOC PREPS/WEXLER DEED 2023.CORRECTION DEED.COVER LETTER AFFIDAVIT OF HEIRSHIP State of New York ): Premises: 1175 and 1275 WEST HILL ROAD a SOUTHOLD, NY 11971 County of � � ): ss: DONNA M. WEXLER AND RODNEY T. QUARTY, being duly sworn do hereby depose and state as follows: 1.A. That I, Donna M. Wexler, am the daughter and sole heir of Gertrude E. Iglesias, deceased, who acquired title to premises known as 1275 West Hill Road, Southold, NY(District l000- Section 070.00-block 04.00Tax Lot 022.000) by deed dated 6-16-2005 recorded 7-7-2002 in Liber 12396 page 305 in the office of the Clerk of the County of Suffolk. That by said deed, Gertrude E. Iglesias acquired a 1% interest together with Donna Wexler (your deponent herein) who acquired a 99% interest in said property. 1.B. That I, Rodney T. Quarty, am the husband of Donna M. Wexler and was the son in law of the decedent Gertrude E. Iglesias and as such am familiar with the decedent and her family. 2. That the abovenamed decedent, Gertrude E. Iglesias, died intestate, without a Last Will and Testament and no proceedings have been commenced as to her Estate, a resident of the County of Suffolk, State of New York, on the 1St day of April, 2013 seized of said premises leaving her surviving as her only surviving relatives, the following named persons: Name: DONNA M. WEXLER Relationship: Daughter Address: 1175 West Hill Road, Southold, NY 11971 3. That said decedent left her surviving no husband or wife, no child or children (legitimate or illegitimate), no adopted child or children, no descendants of any deceased child or children, no descendants of any deceased adopted child or children, no father or mother, no brothers or sisters, no issue of any deceased brothers or sisters, no grandparents, no uncle, no aunt, and no issue of a deceased uncle or aunt other than those above named. 4. That all of the persons above named are of full age. 5. That all of the persons above named are of sound mind. 6. That none of the persons above-named have been adopted. 7. That said deceased in her lifetime was a citizen of the United States. 8. The statements made herein are based upon our actual knowledge of the facts. We realize that third parties and title insurance companies/underwriters may rely upon the truth of the statements herein contained and we acknowledge that they are entitled to so rely. DONNA M. WEXLER D T. Sworn to before me this Sworn to before me this I C.( day of�( ly`Q _ , 2023 da of �l�V-�, 20231 otary Public Notary Public V1.Q-Kd'1 13ERRY V1.GKa 'BERRY Notary.P.01fc- State of Nevi York Notary.Public- State of,Nei York F�,pN� .. : 01E BEl6-�0F�7;00c8�.�1 � Mo. 01 BE6070081 SAN�IIa11 �f1RSc1TTQlt��r 1 DEED TRANSFER/WEXLER DEED TRANSFER 2023/COR I��E�b vlfAiCourAWIDAVIT G�mmi.s�ion Expjres_ - I Q-a( T Coenmission Expires I-R- ***CORRECTION' DEED*** BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS THIS IS A LEGALLY BINDING INSTRUMENT. IF NOT FULLY UNDERSTOOD, WE RECOMMEND ALL PARTIES TO THE INSTRUMENT CONSULT AN ATTORNEY BEFORE SIGNING. THIS INDENTURE, made the day of JUNE, 2023 BETWEEN DONNA M. WEXLER, AS TRUSTEE OF THE DONNA M. WEXLER REVOCABLE TRUST DATED MAY 15, 2013 AND AS SOLE HEIR AT LAW OF GERTRUDE E. IGLESIAS residing at 1 175 WEST HILL ROAD, SOUTHOLD, NY 11971 AND RODNEY T. QUARTY residing at 1 175 WEST HILL ROAD, SOUTHOLD, NY 11971 party of the first part, and DONNA M. WEXLER, AS TRUSTEE OF THE DONNA M. WEXLER REVOCABLE TRUST DATED MAY 15, 2013 residing at 1 175 WEST HILL ROAD, SOUTHOLD, NY 11971 party of the second part: WITNESSETH, that the party of the first part, in consideration of ten dollars and other good and valuable consideration, lawful money of the United States, paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot Nos. 1 and 2 as shown on a certain map entitled, "Map of Calves Neck" and filed in the Office of the Clerk of the County of Suffolk on February 15, 1972 as Map Number 5673. Being and intended to be the same premises conveyed to Donna M. Wexler as Trustee of Donna M. Wexler Revocable Trust dated May 15, 2013, one of the grantors herein, by deed dated 3-7-2023 recorded 4-26-2023 in Liber 13198 page 978. Donna M. Wexler, one of the grantors named herein, is the same person as the grantee named herein. THIS IS A CORRECTION DEED TO CORRECT THE NAME OF THE GRANTORS IN DEED RECORDED IN LIBER 13198 PAGE 978 TO DISPOSE OF THE INTEREST OF GERTRUDE E. IGLESIAS, one of the grantees in Deed Liber 12396 page 305. Gertrude E. Iglesias died intestate on 4-1-2023. Donna M. Wexler, one of the grantors herein, is her sole heir at law. Bargain and Sale Deed CORRECTION DEED DONNA M. WEXLER, TRUSTEE AND RODNEY T. QUARTY to DONNA M. WEXLER, TRUSTEE Premises: 1175 WEST HILL ROAD, SOUTHOLD, NY AND 1275 WEST HILL ROAD, SOUTHOLD, NY Premises known as: 1175 West Hill Road, Southold, NY 11971 Tax Map Designation: District 1000 Section 070.00 Block 04.00 Lot 023.000 and 1275 West Hill Road, Southold, NY 11971 Tax Map Designation: District 1000 Section 070.00 Block 04.00 Lot 022.000 TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. Bargain and Sale Deed CORRECTION DEED DONNA M. WEXLER, TRUSTEE AND RODNEY T. QUARTY to DONNA M. WEXLER, TRUSTEE Premises: 1175 WEST HILL ROAD, SOUTHOLD, NY AND 1275 WEST HILL ROAD, SOUTHOLD, NY IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. - In presence of: DONNA M. WEXLER Witness Trustee of the Donna M. Wexler Revocable Trust \r And as sole heir, ££rr , : Iglesias STATE OF )c76Z .CF 0 '"'York Notary:POti)ic- State of New York COUNTY O F �.��--c�1�. ) SS. :No. 01 BE6070081 Qualified in Suffolk(County On the 1` day of JUNE in the yggrnibU e% �'re e�the uT�d-ers-izgned, personally appeared DONNA M. WEXLER personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person u n behalf of which the individual(s) acted, executed the instrument. (signature and offittrVindividual takin knowledgment) O T. QUARTY STATE OF Q "o �0e� ) COUNTY OF SS.: On the day of JUNE in the year 2023 before me, the undersigned, personally appeared RODNEY T. QUARTY personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s),.or the person on behalf of which the individual(s) acted, executed the instrument. (signature and office of individual taki cknowledgment) VLCKII;`.BERRY Notary.Pub,lic=State of Nein York RECORD AND RETURN TO: No: 0113E6070081 STEPHANA A. MOSERA, ESQ. Qualified in Suffolk County 10 CHICHESTER ROAD Commission Expires a - I -4 HUNTINGTON STATION, NY 11746 RE: Title No.: Premises: 1 175 AND 1275 WEST HILL ROAD, SOUTHOLD, NY SUFFOLK COUNTY DISTRICT 1000 SECTION 070.00 BLOCK 04.00 LOTS 023.000 AND 022.000 MY DOCS/SAM LEGAL/GENERAL/NOLAN DOCS PREPS/WEXLER DEED PREP 2023/DEED.CORRECTION For conveyances of real property, or interest therein, located in New York. City, you must use Form TP-584-NYC. SO(/T�OI � o Town Hall Annex ]ii ( Telephone(631)765-1802 54375 Main Road N max(631)765-995 2 P.O.Box 1179 G _ �Q roger.richert(a7towl .southo�d.ny.us Southold,NY 11971-0959 �O 1�C4UNi`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: - / - 7 Company Name: C`OrAl i Name: / -�- 2: a License No.: G Address: Phone No.. 63 _ 3 - 9f?;, JOBSITE INFORMATION: (*Indicates required information) *Name: /.JOAA!A *Address: /),?S W,'11 *Cross Street: *Phone No.: Permit No.: ztt Tax-Map District: 1000 Section: 70 Block: Lot: a *BRIEF DESCRIPTION OF WORK(Please Print Clearly) O/ Alt .'I t C lr'<< (Please Circle All That Apply) *Is job ready for inspection: YE )/ NO Rough In Final *Do you need a Temp Certificate: <�W/ NO Temp Information (If n ed) *Service Size: (If 3Phase 100 150 00 300 350 400 Other *New Sery ce: Re-connect 6! enrgrounNumber of MeteoChange of Service Overhead Additional Information: YMENT DUE WITH APPLICATION CP c, 7 0 1-111 0\ o . . 82=Request for Inspection Form 'y BUILDING-DEPARTMENT `• �� ;',;;:;= Town_H.Wl Annexe 54375 Main'Road•.PO.Box 1179•Southold,NY 11971-0959 tC0( {1 ; . .`:.,:. - :.. ;' -.Telephone(631).765-1802•Fax.(631)765-9502 Date 2011— Temporary Certificate ase OJerh' ad',❑.-undeeground �f _ New`Service . .: Change of.Service'`:❑ :.Reconnect Existing Service LI Location` Ll`�::'. "� Dd _ issued to n� l , instal ed ti ' R, . .. r ZZ�. y � � � n Zk'j Lic.#3 4.1 a-- � Reference .� 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. 1 :This verifica' valid for a bove date. Authorized by t,SS ;��UF�a, �, STo�1E�1\�lM�v AXIER, Scott A. Russell �,���--�~� : � ( r E1��C' sUPExvasoR �, I A\,,1�A\G 1EI� 1 SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So a th o l d CH"TER 236 ,. STORAIWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) APR 7 201 . ......... DOES THIS PROJECT INVOLVE ANY OF THE F'®I_,I,oWIN&. (CHECK ALL THAT APPLY) { ❑/ ❑ A. Clearing, grubbing, grading or stripping of land which affects more k than 5,000 square feet of ground surface. 11 EIVI B. Excavation or filling involving more than 200 cubic yards of material Ewithin any parcel or any contiguous area. p r ate pmp-arati-p.D-OD—S-QpeI iclleet vertical ri to 100 feet of horizontal distance. ,❑[Z D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area.. i ❑2. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Z❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control flan 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. o_.. Date. APPLICANT: (ProoertOwner,Design Professional,Agent,Contractor,Other) S.C.r.Iti9. 1 s�0 y nut r;ee NAME: iA c- f-f- ►�- 4 2�-- 3 3t -2v Sectionn Block Lot FOR BUILDNCA DEP:A 11'I';N4E:N`f'U:' Conlan Information Reviewed By: Dale: Property Address / Location of Construction Work_ T Approved for processing Budding Permit. Ve1eS�i ��e �0 C-4� ❑ Storfnyv'-.A_r Managerrteni Control Pian itiot Required. 'iter iv)3f:u,enacnt Controi Plan is Required. U'";I")t,`I'n�ll'F�' �ilg Depaf fren, for RCvlev! APR 10 20155 BLDG. DEPT. TOWfl Of SOUTHOLD APPLICANT: S.C.T.M.$: 1000CHAPTER 236 (PropertyOwner,Design Professional,Agent,Contractor,Other) ^70 4 zi � Stormwater Ylanagem.ent Control. Plan CHECK LIST NAME: !Do C% WQTii Q section Block Lot Z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Applicatic,7. p�u..�r- Jam►:""° �+'Zo Date. The applicant must provide a Complete Explanation and/or Reason for not providin; 3 ��l all Information thdt has been Required by the following Checklist! .�+f lg1!IC Tekylwnc number ' 1. A Site Plan drawn to scale Not Less that 60'to the inch MUS If You answere18 No or NA to any Item, Please Provide Justification He-e! YESI NO #INA if you need additional room for explanations, Please Provide additional show all of the following items: Y APaper. a. Location& Description of Property Boundaries 4 _ b. "Total Site Acreage. — c. Existing-Natural&Man Made Features within 500 L.F. l ,�EN'T CbNTjjGLA of the Site Boundary as required by§236-1702). I �—� ER t be lime ` d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Srial ine —:_.._....-- , ed ronstructi- -- e. Limits of Clearing& Area of Proposed Land Disturbance. ,Wting ell ma► StabiUzaL1U%-- f. Existing & Proposed Contours of the-Site avltnlmurnZIntervals) a Backed r in • lfr- g. Location of all existing&proposed structures,roads, I { in of exp driveways, sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing 8. proposed structures. I. Location of proposed Swimming PoQ1 and discharge ring. � . SE 1HSFE6n0NS ARE REQUIRED J. Location of proposed Soil Stockpile Area(s). �- k, Location of proposed Construction Entrance/Staging Area(s). 7 i Contact TOS at:765-1.560 before I. Location of proposed concrete washout area(s). Sackfill, UK Provide Engineer's M. Location of all proposed erosion&sediment control measures, that the drainage has been installed tO LOde. 2. Stormwater Management Control Plan must include Calculations showing S that the stormwater improvements are sized to capture,store,and Infiltrate 1 on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. - 3. Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: _- a. Erosion& Sediment Controls. i -' b: Construction Entrance&Site Access. i e, inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d, Leaching Structures (e.g.infiltration basins,swales,etc.) " i'OR 1 NG1N(rERHI =PAIL' ' USE ONLY"h z Additional Information is Required. Reviewed& l Storrriwater Management Control Plan is Not Complete, El Approved By: — — — —: — —: -- - — — _ _ — _ _ — _ — — _ -- — — — -- Stornriwater Management Control Plan is Complete. Date: Zi SMCP has-been approved by the Engineering Department, 1 � b p FORM " SWCP Check List -TOS MAY 2014 gaFOt,��oG Town Hall Annex ��. y Telephone(631-1802 54375 Main Roadva _fit Fax(631)734-9502 P. O. Box 1179 N z Southold, NY 11971-0959 4� BUILDING DEPARTMENT NOTICE OF UTILIZATION .OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: T o n •• wy_T 1 Location of Property: ->>r W N V'bQ_A S d �-)4%,W )j ,y Please take notice that the (check applicable line): New residential:structure Addition to existing"residential structure Rehabilitation to an existing,residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) IK Pre-engineered wood.construction (PW) Timber construction (TC) 100 to-01"t in the follow ing location(s) (check applicable line): Floor framing, including girders and beams (F) X, Roof framing (R) I % �^ - Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner �C Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED, ROMAN ALPHANUMERIC PANTON'E DESIGNATION-OF CONSTRUCTION (PMS)#187 TYPE BASED,ON SECTION 602 OF THE BUILDING CODE OF NEW Y..ORK STATE T, 2" MIN. REFLECTIVE WHITE 4 112" STROKE . . :.:,.. _..... .........--------------------__..... .._. .:.�DESICNA'Pt01V'-FOR`-gTRUCTUi2Ai . .- • ----__._.....__. COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS R"•- ROOF FRAMING "FR" FLOOR AND ROOF FRAMING .-TRUSS I DENfl FI CAM ON:SIGN CONPUANCE WITH 19 NYORR•PAf T.12654-{ Wr1OsCAM CODES DIVISION EXAMPLETRUSSIDENTIFICAM ON SldN .., DATE:08/08/2005 NEW Y,,QR STATE J?EPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION �Dfl8�I2T}{ENS:Of,%'S�il jE *pF SO(/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �r Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD REVOCATION OF BUILDING PERMIT TO: Donna M. Wexler & Gertrude E. Iglesias 1175 Indian Neck Lane Peconic, New York 11958 YOU ARE HEREBY NOTIFIED THAT YOUR BUILDING PERMIT IS REVOKED AT: 1275 W. Hill Road, Southold, New York S.C.T.M. 1000-70-4-22 Pursuant to Section 144-12(a)(b) of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and building activities. BASIS OF REVOCATION ORDER: Buildinq Permit issued in error due to misrepresentation of a material fact. Failure to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: January 12, 2016 Peter Doherty Code Enforcement (cert. mail) i i Donna Iglesias -- Wexler 1175 Hill Road West Southold, New York 11970 (631) 765-9304 cell (631) 838-1000 fax (631) 765-9301 October 4, 2007 Southold Town Zoning Board of Appeals Southold Town Hall PO Box 1179 Southold, NY 11971 Re; Re-Application for Waiver under Section 100-26 of Donna Wexler, Gertrude Iglesias and David T. Devlin Dear Ladies and Gentlemen: Enclosed please find one original and six sets of information that was not presented at the original hearing 2005,' relating to the above referenced matter. ` Please review this matter with open hearts and minds, so that you can advise my mother and me how to proceed with this matter. In advance, we thank the Board for it's time, patience and understanding. Very truly yours, Donna Iglesias - Wexler o 10/04/07 -� SURVEY OF LO I MAP OF CALVES NECK N IFILED FEBRUARY 15,1-112,FILE No.5613 j SITUATE:SOUTHOLD j TOWN: SOUTHOLD W E SUFFOLK GOUNTY, NY 8 SURVEYED 05-I1-2005 PROPOSED ACTIONS 08-03-2005 54)FFOLK COUNTY TAX p 1000-10-4-22 CERTIFIED 7'O: DONNA WEXLER CJ/ CHICAGO TITLE INSURANCE COMPANY Mast HM Road S88052'40"E 1 6.00' i EP B n 01F.') 1')'_ 20(') I ibl.'i '�I $ 1.2:00 noon rK&'DftO rl;b'PI •.�• ri� j i High 1'c.l:, C' 9r� s, Y; 11 . Proposed C� Hoose /<�[1.a,f •p ,_ $O 5 Il�ar De k �j111 � I.c%I � I I ' �O •9�� � ' Wtlic YViler --- //� N s ai f � Oi cn '-,8880'53'40'-E 100.00%%' o %. PO 4�- _ _ ..i d• .p.0 N86°51'20"W128.32's%e_ y`e'-ee Lond Mebvs OL'onFied Personovq ale�;lsrner!y of, IGC':i:B it-PSt ;111, NOTES: MONUMIENT FOUND TOWN NATER IN STREET ' ELEVATIONS REFERENGE N&VD'29 =YAP'.-1.' FLOOD ZONE5 AS ANNOTATED FROM FIRM MAP No.3610360166 G MAY 4,199b " AREA = 2=,201 S.F.or 0.53 ACRE JOHN C. EHLERS LAND SURVEYOR ' 6 EAST MAIN STREET N Y.S.LIC NO.50202 GRAPHIC SCALE 1"= 30' RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF.\\Clamnter\backup\PROS\05-182d.1)ru �5URVEY OF LO#2 MPTP OF GALVES NECK N FILED FEBRUARY 15,1912.FILE No.56-13 51TUATE:50UTHOLD TOWN: SOUTHOLD SUFFOLK GOUNTY, NY 5URVEYED 05-I1-2005 S PROPOSED AGTION5 08-18-2005 SUFFOLK GOUNTY TAX>< 1000-10-4-25 CERTHMO TO: DONNA REELER CIUCAGO TrME INSURANCE COMPANY West HM Road b S8. 052'40"E r 100.00' T iia T0 o 0 o I o o O Pw" n DINe0ir�g � I o I TOwr, bVU.er G D% 0 teal. Holr3 pe,:�\ o 2:CJG' n^O+i 'ii.,lh �icl� a �� �� •� � ai z - N%$053'40"W 100.00/� ` �/ m, � . I I 1 in �V •.. ..,tom ...�.......... ... .�..._.�. N0-E5: .................... • MONUMENT FOUND LAND .j.] A O..n...- AREA = 111,989 5F or 0.46 ocre5 JOHN C. EHLERS LA "1D SURVEYOR 7 7 R 0�E R 6 EAST MAIN STREET N.Y.S LIC.NO.50202 !CRAP IIG 5GA.LE 1"= 30RIVERHEAD,N.Y.11901 ��� 369-8288 Fax 369-8287 REF.\\Clammer\hackup\PROS\05-182d.pro SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C YAPHANK, NEW YORK 11980 631-852-5700 INCOMPLETE NOTICE - - FINAL APPROVAL FOR RESIDENTIAL/COMMERCIAL TO: Michael Hand FILE REF.: R10-14-0078 PO Box 1256 PROPERTY DESCRIPTION.: 1275 West Hill Rd. Mattituck, NY 11952 Southold Your final approval cannot be processed because of the following: F-]Inspections ollowin : Inspections 'of the sewage disposal system not i []Submit certification from sewer district (S-9 Forms. or comp leted.. _ __......_...._.._.__.__.......____............... I equivalent). _ ❑Submit 4 revised as-built surveys/site plans with seal j ❑Submit Carbon Monoxide Alarm(s)Certification(s), Form and signature. i WWM-075. []As-built surveys/site plans have no measurements. j ❑Submit Design Professional Certification: Form WWM-073 ❑Show sewage disposal system(s) and sewer line(s) on I ewage disposal/water supply facility does not conform as-built surveys/site_Plans __ _ _.__,..__-.______1_.__to approved plans/standards. [—]Show water line/water supply system components on l ❑Show sewage collection/treatment system on as-built _ as_built surveys/site_plans. _ _.___�__-_ surveys/site plans. _ ther: #1 It has come to our attention that the lot configuration shown on your submitted Final Survey does not match the lot configuration on your approved site plan (copy enclosed) Approved plan Indicates that tax lots 22 &23 were merged Also see attached email from Michael Hand confirming that tax lots 22 & 23 have been merged Provide written proof of subdivision approval from the Town of Southold,as well as Town approval for an accessory buildinq without any sleeping or cooking facilities on a separate tax lot. #2 Water service line to accessory building is not permitted to connect to a water service line on a separate tax lot.without an acceptable utility easement in place. See enclosed easement instructions. #3 The water valve at the street and water line location to the main house shown on the Final Survey do not match the approved site plan. Submit written proof from the responsible water district indicating that the water meter and water line have been relocated and inspected by them The main house water line appears to now cross the main house sanitary system as depicted on the original approved plan Water line/sanitary separation must be 10ft #4 Your submitted sanitary contractor's certification form is a photocopy. As per instruction sheet all signatures must be original. I.�QTE:ALTERATIONS OF SURVEYSIPLANS MUST BE MADE BY A LICENSED DESIGN PROFESSIONAL OR SURVEYORAND BE PROPERLY CERTIFIED. PHOTOCOPIES OF DOCUMENTS AND"PENCILLED"IN CORRECTIONS ARE NOT ACCEPTABLE. PLEASE RETURN ONECOPY OF THIS FORM WITH YOUR RESUBMISSION. CC: � REVIEWED BY: John DiGiuseppe DATE: February 22, 2018 �_. WWM-052(Rev. 8/05) FOW%4 NO. 3 NOTICE OF DISAPPROVAL DATE: April 26, 2005 TO: Patricia Moore A/C Devlin 1275 West Mill Road Southold, NY 11971 Please take notice that your application dated April 22, 2005 For permit for waiver of merger at Location of property 1275 West Mill Road, Southold,NY County Tax Map No. 1000 - Section 70 Block 4 Lot 22 Is returned herewith and disapproved on the following grounds: The subject lot has merged with adjacent lot to the north(SCTM# 1000-70-4-23), pursuant to Article II Section 100-25, which states, "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot, which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. e Authorized Signature Cc: file, Z.B.A. TITLE NUMBER: PAC-3641A VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 412005 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 111157. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 4120105 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 20th DAY OF APRIL, 2005 j\"C%�2.0y 4-c_A BY: NOTARY PUBLIC JEANNE **TTT OFFICE MANAGER MICHELLE VAIL Notary Public.State of New York No.01VA4989798-Suffolk County Commission Expires December 16,20 TITLE NUMBER:PAC-3641 SUBJECT PREMISES: 1000.070.00.04.00-022.000 Margaret W.Harper Dated:311/39 To Recorded: 3/3139 L. Barron Hill and Adelaide H.Hill,his wife Liber 2015 page 56 (premises and more) L. Barron Hill and Adelaide H.Hill, his wife Dated: 12/21165 To Recorded: 12/30/65 George Ahlers and Barbara Rubin Liber 5886 page 484 (premises and more) Map of Calves Neck filed 2/15/72,Map#5673,Abstract#6919 George Ahlers and Barbara Reynolds f/k/a Dated 7127176 1 Rubin Recorded:819176 yk J To Liber 8084 page 70 Elaine Benson (subject premises) Elaine Benson Dated:9125196 To Recorded: 1017196 lllyyy/// Lora S.Collins Liber 11796 page 4\,L Lora S.Collins Dated:8/11001 To Recorded: 8118100 David T.Devlin and Lora S.Collins Liber 12064 page 275 Continued..... Sworn to before me this PECONIC ABSTRACT, INC. 20tb day of April,2005 by: C"kk-" y�`�-� Jeanne s tt, Notary Public Office Manager MICHELLE VAIL Notary Public,State of New York No. O1VA4989798-Suffolk Couny Commission Expires December 16,2'0S-5_ SUBJECT PREMISES: 1000-070.00.04.00.022.000 Continued..... Lora S.Collins died 514103,Suffolk Surrogates#1063P2003. David T.Devlin and John W.Collins,as Dated: 6115104 Co-Executors of the Last Will and Recorded:7130104 Testament of Lora S.Collins Liber 12334 page 230 �okS To (premises and more) David T.Devlin LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 20th day of April,2005 by: k--�j ,( Jeann tt, Notary Public Office Ma ger Notarypublic,State oIHELLE f New York No.O1Vg4989798-Suffolk County Commission Expires December 16,20 05 TITLE NUMBER:PAC-3641 EAST OF SUBJECT PREMISES:1000-070.00-04C: 1139 Margaret W.Harper D To Recorded:313139 L.Barron Hill and Adelaide H.Hill,his wife Liber 2015 page 56 (premises and more) L.Barron Hill and Adelaide H.Hill,his wife Dated: 12121/65 To Recorded:12130/65 George Ahlers and Barbara Rubin Liber 5886 page 484 (premises and more) Map of Calves Neck filed 2115172,Map#5673,Abstract#6919 George Ahlers and Barbara Reynolds flkla Dated 4117172 Barbara Rubin Recorded:4124172 To Liber 7146 page 221 Agnor Benson and Elaine Benson, his wife Agnor Benson and Elaine Benson,his wife Dated:9125196 To Recorded: 1017196 David T.Devlin and Lora S.Collins Llber 11796 page 3 (subject premises) Lora S.Collins died 514103,Suffolk Surrogates#1063P2003. David T.Devlin and John W.Collins,as Dated: 6115104 Co-Executors of the Last Will and Recorded:7130104 Testament of Lora S.Collins Liber 12334 page 230 To (premises and more) David T.Devlin LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT,INC. 20th day of April,2005 by: Jeanne tett, Notary Public Office Manager MICHELLE VAIL Notary Public,State of New York No.01VA4989798-Suffolk county OC) Commission Expires Decemt ar 16.20 TITLE NUMBER:PAC-3641 EAST OF SUBJECT PREMISES: 1000-070-00-04.00-024.000 Margaret W.Harper Dated:311139 To Recorded:313139 L.Barron Hill and Adelaide H. Hill,his wife Liber 2015 page 56 (premises and more) L.Barron Hill and Adelaide H. Hill,his wife Dated: 12/21165 To Recorded: 12/30/65 George Ahlers and Barbara Rubin Liber 5886 page 484 (premises and more) Map of Calves Neck filed 2115172, Map#5673,Abstract#6919 George Ahlers and Barbara Reynolds flkla Dated 10131/72 Barbara Rubin Recorded: 11/28/72 To Liber 7291 page 282 Rae E.Taylor (subject premises) Rae E.Taylor Dated: 12118178 To Recorded: 1122179 John B.Amrod and Frances E.Amrod, Liber 8571 page 37 his wife John B.Amrod and Frances E.Amrod, Dated: 3/11182 his wife Recorded:4/9182 to Liber 9166 page 3 Julia D.Hennessey Continued..... Sworn to before me this PECONIC ABSTRACT,INC. 20th day of April,2005 by: uf�+ bye Jean ett, Notary Public Office Manager Notary PubCc State of New York 9798-Suffolk County Commission Expires, es D cemher 16,20 Q5 Continued..... EAST OF SUBJECT PREMISES: 1000-070.00-04.00-024.000 Julia D.Hennessey Dated:9/28187 To Recorded: 1017187 Samuel Kirschman Liber 10439 page 365 Samuel Kirschman Dated: 12130/96 To Recorded: 1115197 Scott Patchell and Gayle Patchell,his wife Liber 11811 page 216 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT,INC. 20th day of April,2005 by: '-�CLL - Jeanheett, Notary Public Office M ger MICHELLE VAIL Notary Public,State of New York No. 07 VA4989798-Suffolk County Commission Expires December 16,20 05 TITLE NUMBER: PAC-3641 SOUTH OF SUBJECT PREMISES:1000-070.00-04.00-021.000 Samuel Dickerson and Dated: 1130120 Susan J. Dickerson,his wife Recorded: 1/31120 To Liber 991 page 389 George H.Wells (premises and more) George H.Wells died 9111139,Suffolk Surrogates#397P1939. Herbert W.Wells,Carol E.Wells alkla Dated 3/11169 Carolyn E.Wells,Iva Gladys Merwin a/k/a Recorded: 3120169 Gladys W.Merwin,as surviving Devisees Liber 6522 page 465 Under the Last Will and Testament of (premises and more) George H.Wells and Alice B.Wells and Elizabeth Wells Ward,Sole Heirs at Law and Distributees of William A.Wells To Opal R.Akscin Opal R.Akscin Dated:3114/69 To Recorded:3/20169 Lefferts P. Edson Liber 6522 page 469 (premises and more) Lefferts P.Edson and Grace R.Edson, Dated: 10/25177 his wife Recorded: 10/31177 to Liber 8334 page 485 Charles A.Mebus and Margaret E.Mebus, (subject premises) his wife continued..... Sworn to before me this PECONIC ABSTRACT,INC. 20th day of April,2005 bby. Jean stett, Notary Public Office Manager MICHELLE VAIL Notary Public,State of New York No.O/VA4989798-Suttolk County Commission Expires December 18,20 Continued..... SOUTH OF SUBJECT PREMISES: 1000.070.00.04.00-021.000 Charles A.Mebus and Margaret E. Mebus Dated:711101 To Recorded: 713101 Charles A.Mebus Liber 12127 page 654 Charles A.Mebus Dated: 712101 To Recorded: 715101 The Mebus Qualified Personal Residence Liber 12127 page 905 Trust#1 -as to 1131d interest,The Mebus Qualified Personal Residence Trust#11-as to 1/3rd interest,The Mebus Qualified Personal Residence Trust#111 -as to 113rd interest Sworn to before me this PECONIC ABSTRACT, INC. 20th day of April,2005 by: �--r Crc,j Jean e A eft, Notary Public Office ger o. Nota Public staeOfNew mmission Aas 98'Suffo k 16Y20 lL>. co 8g� Expires Dec tY Lo PATRICIA A.FINNEGAN SCOTT A.RUSSELL TOWN ATTORNEY ��0�sOUly� Supervisor patricia.finnegan@town.southold.ny.us 0 KIERAN M. CORCORAN Jx[ Town Hail Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY AP:O.Box 1179 kieran.corcoran@town.southold.ny.us �Q Southold,New York 11971-0959 LORI HULSE MONTEFUSCOl'YCTelephone (631) 765-1939 ASSISTANT TOWN ATTORNEY oU ' Facsimile (631) 765-6639 Lori.mon tefusco@town.southold.ny,us // __ OFFICE OF THE TOWN ATTORNEY *`'00K TOWN OF SOUTHOLD MEMORANDUM To: Members of the Town Board From: Kieran M. Corcoran, Esq., Assistant Town Attorney Date: January 19, 2006 Subject: Wexler, et al. v. ZBA Attached is a copy of a decision by Justice Mullen in Supreme Court, Suffolk County, dismissing the Article 78 proceeding filed by petitioners in the above-referenced action. This matter concerned an application before the ZBA for a waiver of merger. The ZBA denied that application, and petitioners challenged the ZBA's decision. Despite its various criticisms, the waiver of merger law and its application by the ZBA has now been upheld on several occasions by the New 'fork courts. The Town Attorney's office represented the ZBA in successfully opposing this Article 78 petition. Upon entry of the decision, petitioner will have 30 days to file a Notice of Appeal. KMC/lk Enclosure cc: Members of the Zoning Board of Appeals (w/encl.) Ms. Elizabeth Neville, Town Clerk (w/encl.) Mr. John Cushman, Comptroller (w/encl.) Patricia A. Finnegan, Esq., Town Attorney (w/encl.) • ;i SUPREME COURT- STATE OF NEW'YOi;_�lA N 1 7 2005 '� ` ► XIS PART 7XVT PRESENT: INDEX N0, 24231�OS RON..'1VXTCHAEL E. 11 LJLL"EN; J.S:C. DATA; JANi7AR 12,2006 - -- --------- ------- - --------.-=----------x T70WA:.WEXTE2 and :P GERTRUME E: �GLUTAS , 10 q. 5101YI: ri:Road pott , . :.1.19 pAW l -. a#nst- SPO D ' ..,•;..::.;:... 1 . . T:: Qfce 1 'T ,_: Attoi�i ". : SOUTHOLM TOWI�I Z.Oh11NG BOARD OF Town'tf Sltliod ,.., APP.ERIS, B';y: P 41-1.044. F A`:,: izYiari Esq. arid' f ... Kier"aii.1VT.'LQeorari;'Esq.; Respondent. Assi:star t`i`t":Att" mey , 17.9 SoittHtild;r1Y J >9719.59. This_is.an.Article.78 proceeding in which petitioners, Donna W- i xler and Gerfru 3e.E. Igles#as eek't4;ari iul a defeimmation of the respondent pori n�.Boafd,Q. Appea,s.of the .;:. Tnwn'of Southold{"ZBA") dated August 18, 2005 :w cleii�ecl tfier.aplxoat#on for a waiver qfth.e inerger`.nf two adjoining substandard bur ldirig:lots.:: . :. Petitioners ;., :•:..: are t e;co-...owners of a arcel of un m roYed real::: `r`.o o, r�. p. p.,..,. , . :-:.• .:.: rtY1 d_tn the Town oouthold. :peti:tiozier VWexler is iihe sole pwtter`bfn abutting prgvecl . :.. ., . . :. • • parcel f:.:and°(1'ota %o). 'Tlie properties, purcha5ed`iri Jiiie 2005- 0 ;aze`ststaridazi confort :ing lots, approximately -half acre each, located-�1 the R4a zoning district, which-xequlzes lots`to`have.a mini of one:acre. 'The:prede.eessor`izi a}tie;to the.lots lield both �n cotninoxi beginning in August 2000, thus, a "rilerger"was effected, in accordance with the provisions of the Southold Town Zoning.-: (see, X100-25 Southold Town Code) In April 2005, petitioners applied for a permit to build on lot one. The application was denied on the grounds that the two parcels had merged pursuant to § 100-25 of the Town Code.Thereafter, in May 2005, pursuant to§ 100-26, petitioners:applied to-the respondent ZBA, to have the ZBA recognize the lots as separate pi-operties for zoning purposes, and to waive the merger. 5 Section uthorizes the Z to Waive the effects of, merger aiW to recognize ,. oginal lot iiriesiipon firidirig that: = (a) the Wahfi ri*11'not YesiiIt in a in increaser the dens ty'of the neighlaorliood; (b) the waiver would recognize a lot that is consistent With,the size.6f lots in that `tiei:g�borhoodz (p) the waiver will avoid economic hardship .and (d) the i at ral.-details and cl1atacter.of the coz tot}ts and slo' os of thd..lot wMho t:be szgmfieantly.changd.tir altered in any manner, and there will not te.a siistatittal f 11 r g of wand:a fect.11. nearby enviroiux eriiaY or flood areas.. AtA e public ti 4'h9 on Jul 7' 200.5, etitiar ers' a#tori e asked the Board to; : ive te. mEr .er. T'he're Were.no additional.commentsered.li:' a "on ` ori :.,,. ty 'oYi:er's l" e otiti. behalf=nor was there ori' c e'1'fc or otli ` ' s .n z x. er.e ei :.restitarioit 's.IAI'iitfed m §ti` 'rt T ,y ...' �...... �',. .ppb here s oVvever si ni icant:o"' os iota offered b 'the ca3i`s' W: ; g.. I. . . . pp: . t' a pix. t .neighbors.' Y By-de.cisian.dated August 18,2005, respondent. denied.the application, t Gori 0,11i': , ZBA concluded that grant rig t...e waiver would ereate tw°p oclrily shaped siibstatldard lots app Y.::.:,._-k#',... �v... e. r(iximatel ane alf acre iii.size:which' oiild la:: itcgnsstent'with#lie.size of the lots . m.the''starraiii?ding rieigl hor cod, Additioriall ;,Ah'2. fbu-,-':;that '.etifioriers fatLe�l. o :.:. :Y p:. .,. .. .. . t show the existence ofe�onomic liarciship,:ariii that the'wa ver would co.,tribute`to :. . . increased density in fhe neighborhood, t�ririgir u"tl it traff c;Water and sanity demands,and'others ver`s.e eriv roniiieiital'effects Accordif to the etitioners the iiniin roved lot was' :u'rchase. wrtli tide:intertiori of .F g. p .p p buildiiig:a holt, for:Iglesias.(Wexler's .daugilfer},'1,-L ekt dd6f to VWexler':s;horiie, They contend:the }lave met the s p o': re uirenients and that the decision den 'ii 'tile Y '.. q yi g waived-is arbitrary and capricious. : In.Matter of Pecoi`aro'v.To.iy i-o' -6ipstedd et al.; 2 NY3d 608, theConi t of Appeals :again noted tvYiat local zoning:boa`rds are required to do When considering requests`fora area variances; and reaffr. ed the role of tide courts in reviewing tho"se decisions. The '.' Court staed as follows, supra at 613): "...local zoning boards have broad discretion.in considering applications for variances and the judicial function in reviewing such decisions is a limited one. Courts may set aside a zoning boa rd'determination only where the record reveals that the Board acted illegally or arbitrarily, or abused -2- its diseetion., er that it merely succuiribed to generalized coriinuity pressiie {citations oriiittetl). A determination of a zdnrtgiorl should be sustained on judicial review if it bag.a j tatid l`b4sis'arid is supported by substantial evidence (oitatvris`�n2ittea�." s up:oti theecord heze;t)3e tioii taken by the ZBA was not illegal or arbitrary,but, .a.: d fis eac ' diad aata';:'a h'asls and was su orted b substantial ev°d - .4 PP Y i ence. `Pet ttoiners u e.: 's.edaliir ':ro:`eY._:' a #er` t liad mer ed. Tellii� 1 the did ri t c :l?.. .. �: P, ge tho'denial _ ;.>. 9. .hal. en tf�e btilftn ertn#,tu tie ��'ourids the gro e had not mer' ecl instead P. $� p. P rh' g ..,y gig o Vva:.`;.:; ;astingly srtiilar case involving this same issue and the same B.A .:: _;. j. Gait t ned ratter 9f `aggaNJ �ortora,et al, in June 2004, our colleagti:e, J1iStice l✓?ri000 doted as"follows: `f'TkieeltXouer; however, failed to establish that he would sulfur si iilf cant ecorioinie injurry if the waiver were not per tfed:. roof that the ptweety Could be utilized ri�ore pr '-ftably f:the waiver were granted.or that the value of the ,. V .:aziproved dots would exceed that of the parcel as it crrenly.e>% ts s.ztot sufficient to justify the issuance of a " waiver (citations omitted)." lie.aaine ratioriale.applies here: Ta art was recently affirmed by the Appellate Dxvsozn (ZOOS NI' Slip Qp `l epetition is denied; and tl i" Oceeding dismissed. fihe: oregoirig con tit-Lites-the decision and judgment of the Court. DATED: Al-, a HON. MICHAEL F. MULLEN, J.S.C. -3- APPEALS BOARD MEMBERS ��OF SOUjyO Southold Town Hall Ruth D. Oliva.Chairwoman 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 Vincent Orlando ua Office Location: James Dinizio.Jr. • �� Town Annex/First Floor.North Fork Bank- Michael ankMichael A. Simon OIiYC�Ul�1`� 54375 Main Road(at Youngs Avenue) Southold. NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVED ra TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 S P FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2005 Southold Town Clerk ZBA Ref. No. 5722—DONNA WEXLER(Former Owner, DAVID T. DEVLIN) Street& Locality: 1175 and 1275 West Hill Road, Southold County Tax Map ID: 70-4-22 and 23 (combined/merger) Zone District: R-40 Low-Density Residential FINDINGS OF FACT PROPERTY FACTSMESCRIPTION: The applicant's property consists of a total land area as combined (together) of approximately 49,900 square feet, identified as 22 and 23 on the Suffolk County Tax Maps, District 1000, Section 70, Block 04. The land is improved with a single-family dwelling situated 120+-feet from the northerly front lot line at West Hili Road and 32+-feet from the easterly side property line, as shown on the February 15, 1972 survey prepared by Roderick VanTuyl & Son. The property is located in the R-40 Low- Density Residential Zone District which requires a minimum lot size of 40,000 square feet. BASIS OF APPLICATION: Article II, Section 100-26, based on the Building Department's April 26, 2005 Notice of Disapproval stating that County Tax Map Parcel Numbers 22 and 23 are merged pursuant to Section 100-25,which provision states: "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." RELIEF REQUESTED: Applicant requests a Waiver to unmerge properties which have been merged. The easterly portion, referred to herein as 'CTM 22' is proposed to be separated from the westerly portion referred to as 'CTM 23.' Each do not meet the code-required 40,000 square feet in this R-40 Low-Density Residential Zone District and would be nonconforming with an area of 29,900+- square feet for CTM 23 and the remaining 20,000+- sq. ft. for CTM 22. Not only would they be nonconforming in size, but new nonconformities would also be created for the applicant's existing dwelling location (single side yard less than 10 feet and setbacks from the existing rear lot line and bulkhead (ref. 100-239.48 and 100-244). ZONING CODE, SECTION 100-26: Under § 100-26-A, if a lot has merged, the Zoning Board of Appeals may waive the merger and recognize original lot lines upon public hearing and upon finding that: (1) The waiver will not result in a significant increase in the density of the neighborhood. (2) The waiver would recognize a lot that is consistent with the size of lots in that neighborhood. Page 2—August 18, 2005 Appl. No. 5722—David Devlin, Donna Wexler CTM 70-4-23, 22 (3) The waiver will avoid economic hardship. (4) The natural details and character of the and character of the contours and slopes of the lot will not be significantly changed or altered in any manner, and there will not be a substantial filling of land affecting nearby environmental or flood areas. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 7, 2005, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property,and other evidence, the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. A waiver would result in the creation of a nonconforming lot that is oddly shaped and out of character of the neighborhood. The southerly (rear) dimension is only 40+- feet wide, narrowing down to 25+- feet along the bulkhead and dredged canal. Other lots in the neighborhood consist mainly of 100 ft. rear lot width dimension, and no lots have this type of configuration. 2. A single and separate search was issued April 20, 2005 by Peconic Abstract, Inc.The search shows that the premises (CTM 22 and 23)as merged were owned in the same names, or common ownership and without single and separate ownership since the 9125/1996 transfer of CTM 23 and 8/1/2000 transfer of CTM 22 to David T. Devlin and Lora S. Collins. 3. The property has been in common ownership with a merged area 50,786 sq. ft. since 8/1/2000 and continuously to the present date. Information was not submitted to show planned intentions to avoid the merger, or to make application to any agency for a dwelling. The merger was intentionally placed when the transfers were formed by common ownership. 4. Information was submitted in behalf of the new owner during the July 7, 2005 hearing that a second home is proposed for her mother at a time when family is needed to be close and for daily medical care. (As of the date of this decision, a Special Exception application for an Accessory Apartment in the applicant's existing home was not requested.) 5. Proof was not submitted to show that a waiver will avoid an economic hardship. The town's assessment records show that the current owner in 2005 acquired the land by deeds, noting a sale price of 1.275M ($945,000 and$330,000). 6. The record does not demonstrate proof that there were good faith intentions, since 2000, to separate or maintain the properties in single and separate ownership, as separate lots, or any good faith intention to build a separate dwelling on the vacant lot for over 40 years, until a contract of sale was entered into between David Devlin and Donna Wexler to sell CTM 23 for$330,000. 7. There also was no proof demonstrated to show the value of the property as exists with the merger to support applicant's claim of economic hardship, except for the 2005 real estate transactions. L , Page`3—August 18, 2005 Appl. No. 5722—David Devlin, Donna Wexler CTM 70-4-23, 22 8. There is no proof demonstrated in the record to show that the westerly portion of the applicant's property was maintained separately for purposes of building a new single-family dwelling. 9. Neighbors testified as to their understanding, that the property was used by the owner of the existing dwelling, and not planned or proposed in the future for a new dwelling or as a separate building lot. 10. The parcels were intentionally merged. Applicant is not obliged to sell to someone with a desire to unmerge the properties, 11. To create additional lots that do not conform to the zoning requirements and that have been merged with adjacent properties for a continuous period of time will result in increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. RESOLUTION/ACTION: On motion by Member Simon,seconded by Chairwoman Oliva, it was RESOLVED, to DENY the requested Lot Waiver to unmerge CTM 70-4-23 from CTM 70-4-22. VOTE OF THE BOARD: AYES: Members Oliva (Chairwoman), Orlando and Simon. Nays: Members Goehringer and Dinizio. This Resolution was d dopted (3-2) RUTH D. OLIVA, CHAIRWOMAN 9-14-2005 Approved for Filing r Lj!� I NOV 2022 T&:NU NO 1964 PECONIC PLUMBING & HEATING CONT.LLC P.O Box 845 Southold,NY 11971 Tel: 631-765-2193 Fax: 631-765-3711 DATE—1 NAME--�O JOB-[I 2j- Rf (I aell Wee-C, ADDRESS- -t&p JeV V 177/ 7 77 17 77", .7,77 777-77 777777 77- ............ h ............................. ..................................................................................................... p .......... ......... -M-A......_........»...................»................................... ..................................................................................................................................................... ...........6................................................................................................................................................................................................. ..............I.................................................. ........................2.......... ........... ...... ....... ....... ........................................................................................................................................................ .......................... ........... ..................».............»..........»..»».».»....._..M. .. ...»..»................ ...................................................................................................... ...................................................................................................... ............. ........... .... .................................................................. ................................................................................................................................................:..........I.................................................................................. ..................................................... ...............................I.......................................................................................................................................................................................................................................................................................... ................. ........................I......................................;.................................................I................................................................... ............................................................................ .....................................................-............................................. ..................................................................................................................................................... ............................................................................... .................................................................................................. ............................................................................................................................................................................................................................................................................. ...................................................................................................... ............................................... ................................................. .........I............. ....................................................................I.......................................................................................................................I................................................................................................................................ ................................................ ..........................................................................................................................................................................I............... - 4::5 70. 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INIRDATE PROPERTY: 41835 8 SQ.FT - N 86051'20" W 128.320' E ESTIMATED AREA OFMfT. ON O ZOO E X ZONE PE $ (ROUND DMURIUMCE: N 0 .JOCKEY i ZONEx � Design Services co 0 �• / '' COM must. 21180 SQ.fl. 5.0% V 144 T(ISBIK PORN/DECX 7270 SQ.FT. 17% o 11 CREEK �J / ,�.� 1W - - ACCESSORY BLDG 748 8 SQ.R. 1.8% 290 CU.YO. 95 CU.YD. t� � / �o / www.mchdesignservices.com 0 / phone: P"11)SEPTIC SYSTEM. 40 aYO.. . 10 a YD (631)298-2250 F� ar, PROPOSE)DRYWBLS: - 25 CB.YD. IO CU.YD. OST email: C11 michael@mchdesignservices.com O Q/ IOUL 3550.8 SQ.Ff. 85% 355 N.YD. ITS N.YD. 0 —Q �� (DFrZYWELLSTOBE 10'MIN. AY FROM HOUSE STORM WATER DRYWELL M °� REQUIREMENTS: ,7SYM: QTY.: SIZE DRYWELL: AREA: r RAIN PER HOUR: EL 12 i ---EL 12 DW 1 1 Via.,4'deep(169 cu.ff.) 985 SQ.FL 165 CU.ff. EXISTING / DW 2 1 8'dia.,6'deep(153.5 cu.ff.) 2885.6 SQ.FL 482 CU.FL HOUSE i EL 14 EI-14/ SEQUENCE OF PROJECT: (E) 1 SITE CLEARING'CLEARANCE OF MINIMUM SITE WORK AS NEEDED.IMIAH FIRMS,HAYBALES,SILT FENCING AS REQUIRED RNOFF W }„ PROTECTION 10 BE MAINTAINED DURING LEN61H OF CONSIBIKMON.EXCAVATION MUST NOT BEGIN UNTIL HIE LOCATIONS O OFA Is CLEAR.CL WIRES,EAR ME SITEif Ei IN T 20PES NAVE BEEN MARKED OR UNTIL THE PROTECATIONCT FROM TER.00 NOT CLEO OR COMPANIES THAIWMVAIE E (BUILDING TO NOT BE BUILT BEYOND H D U S E LINE) �''� til EL 16 URGE AREAS To FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGEB TION O1.10 NLY AS NEEDEDP THEN EREESSEED OR PRINT AT SOON IS !■'�"1 _ _ _ — _ — PRACTICAL LIMIT EQUIPMENT UAFFK M AND OUT OF BIO]OB SII:-00 NOT DRIVE MR UNCLEARED AREAS.PROTECT UNCLEARED _ -\ _ _ ' — — — _ — — AREAS WITH FENCING OR OMR BARRIERS.PUCE BARRIERS AROUND THE DRPdINE Of TREES TO PREVENT IN011D3Y To THE ROOT 1 T 1 O 1 , SYSTEM.H A PERMANENT ORNE UN N01 BE INSTALLED BEFORE CONSTRUCTION BEGINS,A IFMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE 3011 SITE H,�I DEVELOPED ' \ UNDEVELOPED 2 POLLUTION CONTROL:CONSTRUE71OROUMPSERAMPORUUV10BEON SITE AND MAINTAINED UIRINGLENGTH OFPROTECT. PUBLIC WATER �P �_ WELL EL 16 I ACC E&56 RYDW \ 3 SOIL CONTROL ERCAVAI®SOL 10 BE RIUOID ON SITE AS INDICATED ON SIZE MEAN.RETAIN AS MUCH TOP SOI[AS POSSIBLE TO O PRESERVE HN INNIRMINTAI QUALOY OF SNE PROIECF SITE.EXCESS FIt in BE SNIPED OFF SIE.CONIPACTOR AND EXCAVAIN rT 1 ^�/ D s I �r p� I BUILDING z \ SNTL MSPICI PROPERTY FOR WIN UTILITIES BEFORE EXUYTION BEGINS.MY DIGGING WITHIN 24[HIS OF UTILITY MUST BE w Eli.) ";� DONE BY HIM WHEN INE TOP SOIL N PRESERVED,HILL IN SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A 101 � � �j _ FIN.FL IND LOADER.PROTECT GRASS,TREES AND ORR PLANTS WNNEVER POSSIBLE. F/�i_ rjp L.S M v s t $ gav rA) I EL.17.0 \ EXUVAIIOR INDENT 8E AS LEVEL AS POSSIBLE SET ELOVATION BENIN MARK PRIOR ro IITAVATION.OVER DK H FOUNDATION HOLES TO GIVE PLNTY OF ROM FIR A WBLDIUMING BACK NB At TO PROVIDE ROOM FOR ALL WORK 1`4 � 3 �l 1 I 6,X`'Av A-f 1©� fb� hI,AO V) `yE� \ T.IF HIE DBHI OF EXCAVATION If 6 FEET OR LESS,OVER 01G BY 3.4 FEET. �"!i(i B ■Tv-- I 2a9 VA Bl.IFI ENE EXCAVATION N DEEPER ALAN 7 FEES,HIE f10E1 MUST BE SLUPED OIIWARD$AU45 45 DEGREE ANGLE A00VE 4 FEET OR INSTTLSNORING 1` G@ D JZ �•, PORT-A-IAV TO REMA1 y \ MLtSIDE 10YAIIDNEXCAVATE IN NNt BACK TO AN ANGLE OF*WE-K ANGLE At W49 THE SLOPE B 5121.1,USSUALtY ' I MAINTAIN MIN AAc3' ON SITE FOR D 10'SEPERERATION OF CONSTRUION URATION –p BACK TO A SLOPE Of 2:1(VETFY SOH CONOUIONSI. LI.1 CT / O - F— BFTVWATERLIN \ AS.ANIAIfNORE0VEA1KlEOJT SHOULD NOT F1HF815FEET 0NASLOPEDSITE 3 AND WATER LINE 1000 gal. ,` Q \ 4 STOPM WAR WIFE CONTROL RTSTAII DRYWEUS(AM IF"(N BEER)DURING CONSIRTKfIOB.GUM AND DOWN"THIS 0 _________I 0 / ;e- TO BE IMMIOIATLY INSTALLED AT TME OF COMPLETION OF POO.ALL WASTINIO PO BE PIPED N ORYWELU At HID TIME ~ I ST L IININKIN NIO HOURS(ELECTRIC.WATER,us,EIU 10 BE INSTILLED. L� \ /EL 18 O z EXISTING PRECAST +wr I --8 0 ! 5 PRONCT COMPETITOR.FINAL GRADE TO OM RUNOFF DIRECTION to STAY WPM SITE.RICH GRADE TONG PERIMETER SEPTIC LOCATION U I CONCRETE �' —p \ (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY RDANEKT®ORING PROPERTIES IND ROADWAYS INSTALL CATCH BANNS WHIN /E\ HAY RAY or SILT FENCING WASHOUT `"`����ww����'' /� ORYWEUT T REQUWtED NI CONN)RUNOFF ALAI CANNOT SIIYWIIHM OISNRBEO AIIFL v \ O 3 8'dia,61deep \ / 0f , LP / \ DRAINAGE INSPECTIONS ARE REQUIRED A Contact TOS Engineering at 765-1560 before 3 .,�()S(DV (2I✓t47'RoG 8'dia,LP'deep /j \ Backfill,OR Provide Engineer's Certification v BF- I�IS ALJ-. Sv IFR(09 I'D I l 0 EXPANSION POOL \ that the drainage has been installed to Code, 1 X �� C-y ;AVA-TIoJJ� Of- I 3 � SOIL EP / \ EROSION &SEDIMENT CONTROLS ��ry �{s�'� , `�'�' — I i LOCATION \ Shall include but not be limited to: CONSTRUCTION DUMPSTER TO REINA ON SM FOR _ �i A well maintained Construction En -ants H DURATION F CONMILKTIO \ ! , I� _ \ `< Wire Backed Silt Fencing,stabilizati )n & 0 3 ,_-..—"— - .._--\ 1 � Seeding of exposed and/or inactive soils, O i r ,.._.....�,.�.NOTE: ® O EST HOLE NO WELLS w/I \ ......... I I N 150'DETECTE \ ted, 0 I 'W I \ Z \ 0, I \ \ SCTM # 1000-70-4-23 (MERGED WITH 1000-70-4-22) L_ SLOPETO DRYWELL `` ` 1M.�t " EL 18 ALL &W ?AVEr'," S 88052'40" E PROPERTY 100.000f S 88°52'40" E PROPERTY W Ifi� l N DRAWN BY: MH y Mus-t- Mem-- M,lfA1,rdov1 W E S T H I L L R O A D ?�Q�I Kr ME ss�O ,N5 4/7/2015 DEVELOPED PUBLIC WATER BIIRNNG PROPOSED SEPTIC SYSTEM DETAIL SCALE: SEE PLAN FEV na (.-To—) FIN 0 R N MIN O 13.1 VIP' Y/' SE-1P0T0IC0fiGT-ANL f1118' APPROV8ED a WI.: ELI.:] BI�EAPCCsKH'�KWG MrIN �IFKPOsM'O4I.LNG aaA3-0.a•• I II µ SHEET N O ::: APPROVAL OFSTORMWATER MANAGEMEI TSITE PLAN CONTROL PLAN -Town Code Chapter 235 SEPTIC TANK —TES LEACHING POOLS Date:nO SCALE: 1" `01_01 Approved by: 3).CONCRETE SHALL HAVE A MINIMUM COMMESSNE STRENGTH OF—I CSI AT 31.IEACHWG POOLS ME TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE - 38 DAYS. EOR EOUAQ. ' 3).WALLTMKIMFSS SHALL BE A—SWUM OF 3'.A TOPTHIMESS OF-0 A 31.ALLCOVOFSS BE OF PRECAST REINFORCED CONCRETE(OR EOUAL) BOTTOMTMKKNESSOFY ALLWAllS.BOROMANDTOPSHALICONTMN WNFtMCINL TO PFM AN APPLIED FORCE OF 300 pC. 4)A WNIMUM DISTANCE BEIwFEN U.MHNG POOLS AND WATER ZINE SHALL BE NALL SOOEIS SMALL■E SEATED SO THAT T1$TANK IS WATflITIGHT. MAWTAINED. S)AN B'MM DISTANCE BETVIf —IfACHMGPOOISAN01EPSKTANKS— S).1NE iDRK TANK5IULL Bf INITIALLED AT LEVEL M ALL DIRECTIONS HATH A tF MAIMAMFD. MM.TMES—OF OF N-1/4')ON A MINIMUM 3'TNKK BED OF COMPACTED SAND)RPG GRAVEL B).ABY MW dRANCEBE H—TANK AND FIDUSE MALL BE MMMAWED. N 86°51'20"W 128320' 7A"Ez� O _ -'7AH£ ZONE PE E O JOCKEY _ 7,NEx 0 o CREEK NC. II' 0� I m `�Gr Ln 0 J/ m CoP-�G 1, -----_ \1 / •Flv 1� EXISTING HOUSE �•i, HOUSE i'^; — 0 M1 1U i' �../• -- .\ ELM - f" ow_(BUILDING TO NOf BE BUILT BEYOND HOUSE LINE) I r __ •� EL16 BUILDING----- -ACC e iWsr Q \ FXISTNE{PPECAST -r- 0 .EL16 SEP11ClOCAWN Iva l� O° e4EP°wp \ �. LP 0 D�NuIEOPN EOOL ; \\ y 1 ti 0 ) I LI \ \ ) ' SCTM P 1000-704.23(MERGED WRH 1000.70422) L .\• S 88052'40"E t-7—top—Em—y"), 100.000' S 88°52'40°E EL16 I WE 156.000' ll-�� ]33063 SQ Fr. WEST HILL ROAD OFFICE OF WASTEWATER MANAGEMENT 366 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. �(� 9 d/- (631)852-5700 ORHealthWWM@suffolkcountyny.gov ! "" APIPLEcCATION TO UPDATE AN EXISTING PERNHY TO�CONSTR SEWAGE D I;Pl;S � �INYD WATER SUPPLY lF'ACILrMS FOR A SINGLE Y ' Wlff- 2018 REFER TO REVERSE SME OF TRIS FORM FOR INSTRUCTIO PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. _ ;'SECTION�l :. FORALL RENEWALS AND TRANSFERS c tz is _. EXISTING REFERENCE NUMBER ,� 1,/— 0 0 7 8/ Tax Map No.: District Section Block Lot :Name of.Currenf Applicant: acV.r e� Tel#:.� �) '� - ,Mailing Address: ?o. Z- c,�-�a �- Emat1:A:ddress:.• rr��, • Name of Current Agent: �. rTel#: (L 3 Mailing Address: Co t2-3-6 J � Email Address: tC 1..c e 1,,,c �� s• V,-. Wiz,A c -,) -c-u DATE OF ORIGINAL APPROVAL: *If more than 6 years old and SCDHS site inspections.have not been performed,a new application will be required SECTION 2_ FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT%AGENT`PERAUSSION Name of Previous Applicant's Architect/E er/Sury or. Tel#; ( - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: :=SECTION_;4`;: FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ ]TRANSFER,[ ]RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to 5210.45 of New York State Penal Law." Signature of Current Appfi ant! g Date Print ame of Current Applicant/Agent Title DEPARTMENT USE ONLY Peau it" Transferr new nfil Number of.Bedrooms'Apptoved .. Signature of Department Representative Die rxtrxr14 inn /D- n)ii1)� BUILDING PROPOSED SEPTIC SYSTEM DETAIL sig- ELEV.17.0' (NOT TO SCALE) GaGm° ��'�fi, a 6'� _j�� N 86051'20" VV ElEt81� - ®iPd`G� �6lf' ,_...�4,z `� - ;+.�a�♦. Ln 128.320' yO"2 EX ZO pEa �' O pN NE FIN.GRADE EL.15.3' FIN.GRADE EL.15.3' - w 0 JOCKEY r ZONE A 12.7' EL 14.3' 1'MIN. 8 01 i 1'MIN. EL 13.5' D 6" I i O 0 CREEK EL.12.8' EL.12.7' B'dia.6'deep B'dia.6'deep T CLEAN LQ _ b O / �Q �. EL 13.6' APPROVED PIPE 1090 GAL APPROVED PIPE I LEACHI111G LEACHING 6'_0" IT IJ OD / ° { min.PITCH 1/4"/1' SEPTIC TANK min.PITCH 1/871' I O POOL POOL ICOLLAR J M / F Vl I f8'+ 3. MIN. s•8'•. EL.6.4' 1 m 0 / Q/ WATER EL 3.0 0 CTI , ., O ��J E L.17.5' BROWN LOAM OL -SEPTIC TANK Q OC' .-...-.-__. 05' NOTES: CD M BROWN SANDY SILT 1).MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. W : ML 2).CONCf ETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT U EL 12 DRYWELL — ® ----------- 3.0' 28DAY5. / ) O 'EL 12 `J EXISTING / 3).WALL THICKNESS SHALL BE A MINIMUM OF 3"•A TOP THICKNESS OF 6"AND A a HOUSE BOTTOM THICKNESS'OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN i REINFORCING TO RESIST AN APPLIED FORCE OF 30D psf. - EL 14 - EL 14' — — — 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. A SOKS` B DING DRIVEWAY 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED 1 1 IN.FL EL PALE BROWN FINE TO SAND OR PEA GRAVEL. NEW BUILDING TO LINE-UP WITH HOUSE _ 170 COURSE SAND SW - - —-—-— 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ,•H r PDEVELOPED UNDEVELOPED 1000 gal. •, NO WELL II/ EL 16ST LEACHING POOLS NOTES: 3 � 3 �'•, 1),MINIMUM LEACHING SYSTEM IS 2 POOLS;6'DEEP,8'DIA. 0 8'dia,Gdee Oi 0 LP EL.3.0' ----------- 14.5' 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE f 8'dia,;'deep WATER IN PALE BROWN FINE (OR EQUAL). F 3O LP TO COARSE SAND SW• O 3 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). •-•-••••• EXPANSION POOL � 0 I EXISTING PRECAST EP /EL 18 - 170 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE W <Z MAINTAINED. J SEPTIC LOCAnON TEST HOLE BY McDONALD GEOSCIENCE X Q'0 631-765-3677 08/05/05 W J J Q 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. = 0_ NO WELELELS wI !—�/ Q I"' �� _ 15a'DETECTED —/,r ORIGINAL SCHDS APPROVAL: ZW O = R10.05-0188 DATED: 10/21/05 O 0 SCTM NO_1000_70_4-22 _ _ _ (DESIGN:4 BEDROOM MAX) / SUFFOLKCOUNTYq DEPARTt _�.i OF e��LTit-T'fps'E�c1iICpES Q NEST HOLE Ln a:t I PEPU FOR APPROVAL OF CTO NS 1 RUCTION FOR/i O C\. 0C2- Q . {JWM 1w SCTM#1000-70-4-23'(MERGED WITH 1000-70-4-22) S 88052'40" E =19PIOPERTY 100.000' S 88°52'40" �� '��� * EL 1a =3 :)�YF 1 OOO' DAM g� • �!O-� _ DD` t- I v3 W E S TH I L L R m z I T�,= T fiy-=ir•n�e �LfJi1i%OF DEVELOPED N^ 41.0 .oc f• SHEET NO. V PUBLIC WATER c' o. �° SITE PLAN I - ... 0 . . , j MEETS AND BOUNDS BY: F�SS€QN JOHN EHLERS,LAND SURVEYOR �n LIC.No.50202,DATED 05-17-2005 SCALE: 1" _ 30t-0' FLOOD MAP:36103CO166 G,MAY 4,98 1 REfm,Rg B � �0 a^.^ REl�t5 BUILDING PROPOSED SEPTIC SYSTEM DETAIL _ ELEV.17.0' Q't F:. CO. �+O LPl,a° P t S',E1�1,.F-, E 0 1 n � (NOT TO SCALE) _ � u'u 1 P�,6� lntl t'F ii �0`P%.�, 1J F( �cu+ N 86 51 20 Ldr) Zo ko`6�� s �i�, i.::� q W I NEA �GJ� �sc,r)j v i::a" 0 128.320 ZO x ZONE AE a - - - -- - s °" - _ � KE TIN.GRADE EL.15.3' FIN.GRADE EL.15.3 O •. q JOCKEY ` ' i �' ZONE X 12.7' EL 14.3' i'MIN. 6 01 I 1'MIN. EL 13.5' 046" 1 5 00 O J CREEK EL 13,6' APPROVED PIPE 1000 GAL. EL.12.8' EL 12.7''B'dia.6'deep 8'dia.6'deep A DAN o / Q • APPROVED PIPE EACHING LEACHING 60" I oQ min.PITCH 1/4"/1' I POOL POOL (COLLAR 00 SEPTIC TANK min.PITCH 1/8"/1' fT1 / Q3 1 f8'► f81-w EL 6.4' 1 A(0 Q MIN. 1T O / Q/ WATER EL.3.0 ` Oo rn , ., J o �� EL.175' BROWN LOAM OL SEPTIC TANK U) O �O� ---. 0 .5' NOTES: TTI / BROWN SANDY SILT 1).MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. W ® ML 21.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT U EL 12 ^/ _' ��••••'•DRYWELL Q —EL12 ----------- 3.0' 28 DAYS. r ' EXISTING 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",ATOP THICKNESS OF 6"ANDA HOUSE BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. _ EL 14 - 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. EL 14 A ES OR?' — — BU ING DRIVEWAY 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF+/•1/4")ON A MINIMUM 3"THICK BED OF COMPACTED EL o EL 16 PALE BROWN FINETO SAND OR PEA GRAVEL. NEW BUILDING TO LINEUP WITH HOUSE _ COURSE SAND SW 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. DEVELOPED PUBLIC WATER � UNDEVELOPED 1000 gal. ' No wELI EI-16' 1000 POOLS < r zlI NOTES: .-G 1).MINIMUM LEACHING SYSTEM IS 2 POOLS:6'DEEP,B'DIA. Do! 3 >i Baia,66e ( 01 LP EL 3.0' ----------- 14.5' 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE I 8'dia,9'4,pWATER IN PALE BROWN FINE (OR EQUAL). r LP TO COARSE SAND SW 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). "••'•'•'• EXPANSION POOL EP ----------- 17.0 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE � Q} EXISTING PRECAST I EL 18 MAINTAINED. J O SEPz TIC LOCATION TEST HOLE BY McDONALD GEOSCIENCE x w id a Q 631-765-3677 08/05/05 5).AN 8 MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL W J J 3 fir/ BE MAINTAINED. T OO O NOWELLS.1, In 15o'DETECTED I �� ORIGINAL SCHDS APPROVAL: Z W <Z a R10.05-0188 DATED:10/21/05 O cn 3 3 / SI NO_1000_70_4-22 _ _ _ (DESIGN:4 BEDROOM MAX) I I SU FFOLK P- ON 3 < �� COUNTY`i _ l� e€4 t�i� �9-F adr".�.i s)SIERVICSS 3e-....�. O ar I I° / I OR APF•�:.VAL 0 S.c`�.,'N :UCTIO FORA Q I Q1,/� (91EST HOLE 0 �� �/� O vV 1 ` O a F NFA, I O. 3 3 (JWM WM CO � E ,� I I 6�•/...1.�®I ......�• SCTM#1000-7o-4-23 (MERGED WITH 1000-70-4-22) P� EL 181 S 88°52140° E =191POIERTY 100.0001 S 88°5214011 E s' rPROPERTY 1 .0001 I '""�^' 0� Z3Z063 SQ FT. " °-� f°°"'•' WEST H I LL RO A `72rD0 .rm ES- PUBELCWA ER ROFES I j ; u - 3::` =; e �c ';�^•-,, v A-AM:01"IfIl3 SHEET NO: - MEETS AND BOUNDS BY: SITE PLAN - JOHN EHLERS,LAND SURVEYOR LIC.No,50202,DATED 05-17-2005 SCALE. I" = 30'-0' FLOOD MAP:36103C0166 G,MAY 4,98 FrRUFF co,F5,rc,AJ-TH Sl 'RACES ),I .."l -, ''RACES 28'-10' 28'-lol 2'-8- G-2" 2'-8' I Q T 8'-5" F 12'-0' F 81-5.1 C)CM4 CXM4 -I I ------------------------ ---------------------------------------------------------- 00 I------------------------ ------------------------------- 0 k ID UNFINISHED BASEMENT/GARAGE cn cn ui :T L) b 0 b L) \D b 9 4X4XV4 TUBE STEEL 46'X48-),12'CONr FFG. ..................... --.i OSREBAR@13'OC(MIN.4) MICAL) v, WALL UNDER F PITCH CHANGE ALL UNDER ROOF PITCH CHANGE K, C) C? Ej --------uu-- OF NEW L, - --------------------------- -------------------------------- DE 2'-8" 6--2" L 2'-8- C3 c--) O'r,� V-5. 12'-0" 8--5' 8'-8- 8'-8" 28'-10" 28'-10" w :7- Lu < PROJECT NORTH 2ND. FLOOR PLAN PROJECT NORTH FOUNDATION PLAN -j OZ SCALE: 1/8" V-0" 7 SCALE: 1/8"= l'-O" x w d Lu -j 0-i ss Z Z Luo SCTM No. 1000-70-4-22 0 cn SHEET NO MEETS&BOUNDS j e BY:YOUNG&YOUNG N86°5120"W L ,DAr •t 2017AA r 128.32' D �� 1'1 U { y j D s n Services - � re chdesiancervicec comJOCKEY 2� AUG 2 1 2018 ne:Ci�EEK Ze � )296-2250 il: O michael@mchdesignservices.com mJ C11 O 1LY�ltGeJa1�L�'TG DEPT. DRIVEWAY d Yn D SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES vo6oECK APPROVAL OF CONST FRUCTD VVQ;FwS FOR °E`K5r ".Z�.S� H�.SC. ACa�ff�.S4'oo D7jfI uSV� uC811� ah us*I thE3 100& O�� � UN� x ,- 1 DRIVEWAY iraspac¢,;a arc9lnr wetifw9 by tM 4W found to - D© abstaory FORT AL MOF BEDROOMS.- Q Fij W 0� Craig Knepper, P.E., Chief SIDE WALK � ^ Office of Wastewater [Uai�: � °�K >. �e �pG• Q a CIC 0 CIC o �I 1 s,pp° (S) Q A U> Wp7EA 1 S� .ry�y 1 VALVE 1 1 {1111 I 11 phi N'S•, 1 APR ' 20th 0 C�b�� ��,rsRAWN BY: MH V/ o `" F NEwyo 4/7/2018 UtERk SCALE: SEE PLAN S88052'40"E ALVE 256.0' Z W W w WATER MAIN Y W W W W W �2�� .: 725 SHEET NO: UJ E S T }—} I L L R Q A D �'ORoFEss� `'P SITE PLAN SCALE: 1" = 301-011 1 1 u 1( O q 3"0 ROOF VENT 8'-5" 121-011 81-511 1 .L -------------------------------------------------------------------------------------- 3 ------------------------L1_-Qo_-- -o_-_Qv------ 3 , p, d Met d p, p, d pod p , 11/4 lilt 11/2 ' -a ------ ---------------------- ------------------------------ a " w 8 M C H 0 LAV. W.C. 1 a ' i iiii I 3" i i �;;� _ i •d i 0 Design Services FF.A.I. ,q n n 1In v °C' fill I I 1 p 1 .-----iri�M---• 1 1 11146 3 I yr I iiii ^ ' UNFINISHED BASEMENT/ GARAGE 1 C.O. ( iiii V i 4 ; www.mchdesignservices.com cam' I I phone: 3 I 1 � 1111 I 1 (631)298-2250 4 — I I --__ iiii ; ; i email: SLOPE" 1/4" PER FOOT TO APROVED michael@mchdesignservices.com 4"C.1. SEPTIC SYSTEM PITCH TO DRAIN HOUSE °° fill �� q w1 �r TRAP 1 ,9 I I n i V 1 I Co 1 nl v 1 0 PLUMBING SCHEMATIC -- ` --� C, 1 ' WI e(�� - 1 1 � N , 1• J I I I. r4 W D . 1 111 0 I ,n oc 0 N.T.S. . , ---- H1-o--- 0 ' CCJ I •9` 1—— — _ III < r_1 O I �. �• ° III '-1 D u1_X � 280" Ill M L 4X4X1/4 TUBE STEEL 14'-5" 14'-511 1 _ _ ;48 748"X12"CONC.FTG. --------------------T #5REBAR @13"OC (MIN.4) (TYPICAL) l i 1 L.--_� fT/ FWG120611115AA5 °� IIII • 51-6" 1111 Xd- Q 0 1111 j IIII -------- IIID.O _____ ________.-_�IIII � •o Ifs 1 � .v "• "Q `p .v v `r P�4 p av a , �� W P4 O 8'-511 12'-O" 8'-511 1„ M a i;n 100 28'-loll - -- - S Ho E PROJECT NORTH FOUNDATION PLAN Z H V O 0 'J SCALE: 1/4" _ V-0" tf� C) O 0 _____- _ N L(1 N '_1^ CL W A X0 LL X _ N _ V Lj p Of 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.VERIFY HEIGHT PRIOR 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES O %10 TO CONSTRUCTION.FINISHED FLOOR AT EL.17.0.ADJUST FINAL GRADE AS ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR t , _ _ 3 NECESSARY.DAMPPROOF WITH A BITUMINOUS COATING.SEE SECTION FOR FIBERGLASS SILL GASKET 0 CUT OUT FOR FLOOR SYSTEM. Ln 6).PROVIDE 5/8" DIA ANCHOR BOLTS AT T-O"O.C.AND W/I 1'-0"OF CORNERS, 2).FOUNDATION TO HAVE 24"X12"CONCRETE (2X4) KEYWAY FOOTING.FOOTINGS INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A ___ ___ v TO HAVE 3-05 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLTARE TO UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. -- 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE,REINFORCED,ON 7).PROVIDE 2-1-3/4X11-7/8 ML FLUSH HEADER OF BASEMENT WINDOWS. COMPACTED FILL.INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB OPENINGS FOR WINDOWS ARE TO BE BOXED IN WITH 2X ACO.VERIFY MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND OPENING SIZES WITH G.C.PRIOR TO BUILDING FORMS.PROVIDE AREA WELL ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES AT EACH WINDOW OPENING. SHOULD BE SQUARE AND POSITIONED SO THATTHE POINTS OF THE SQUARE MEET THE COVTROLJOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT BLOCKING AT 8'-0"O.C.AND MIDSPAN. o SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR in 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. (3)1-3/4X14 MLH A FWG120611-4 SAAS 14'-5" 14'-5" DRAWN BY: MH 281-1o° SOF NEW y 4/17/2015 DEERk 0��r uj E S FLOOR PLAN r � �,�,l �*� SCALE: SEE PLAN PROJECT NORTH 1ST. - r.'., :{� uj N SCALE: 1/4" = V-0" / �� SHEET NO: 1).TOTAL WALL HEIGHTAT 9'-0". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RO 14�P APPLICABLE.PROVIDE DEB RI-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 1/2"THICK FIR CDX PLYWOOD. 6). UNFINISHED WALLS AND CEILING NOT REQUIRED. 4). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED,ALL OPENINGS OVER 3 FF.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. f:)re SITE DATA: SCTM 11111)0.70-122 pLACARDING REQUIRED TRUSS COW'.': W tion oesarnole 77- A vvidc Engnccr' snckfill, Vi is Certification thiCode.t the drainage has been installed to 00 N 86051'20" W - 128.320' 700, 8 0 -ONE Vt..I^ M C H -LON Y, 0 161A – At'amm MIRO ff "I Mon %alT Design Services T A 0 JOCKEY )jj� y B'UIILDI,�7 r 0 $MM TO 4 PNI FORe. THE co Zee S5 L .5 Own P 765-1802 jtjSrECTj,3NS*- b CREEK an FOLLOW11qG -OUIRSO "o 0 te FOUNDATION, - 7NO PIC k%l 00 z% 4 2- www.mchdesignservices.com 1. oo FOR ONCRETC Ir 0 p 0 U D c, L-,�t`41 jgj-VAC 1) phone: ,H - FRO,"ill,IG & PLUM12 G M (631)298-2250 2. ROtIG 3. INSULATION tt 4. FN,\L - cONSTRIJ-Tlo�l Nt'LIST Pz A 'ONG 05w STORM WATER DRYWELL r%r, ()CC)k email: l,t COrIPLETF FOR C•0. REQUIREMENTS: michael@mchdesignservices.com ALL f�,EET THE ALL C0t,1STR1JGT1Ot'1' syk Qv- srawwa Immalrummm-1 CO[)ES OF NVI 0 'r, REQUIREMENTS OF-TYE V 111". 1 msqv MMR 1 !441 111 K ,s�BLF FOR 0 W2 2 4VMR YORK STATE, NOT RFSPO'; 0 DESIGN OR CONSTRIjCTON ERRORS- CONCRE11 WASHOUT j 0 SEQUENCE OF PROJECT- 0 ••••• ... ........... AS YYN Wall MAL am-\ IEORaa w III WOW&am Egli MOCIUMMY19 ON S FOR DURATION IERIt W.&xf a ww"Emma"MY'S EM ma ER IS OF ON LICTION RiUklItI. ;A_JLL C ODES OF Wavmw C 0'., &-fo\NN CO[)E PORT-A-UV M DW ✓ OF EL 12 N,�\n y 0 TFA STI IS I NDI-TjoNS —EL 12 AS REQUIRED AND CO EXISTING ......... HOUSE C) 4ING BOM AC • SORY DW N EL 14 BUI G 2 EL 14 N FL 4 lm RL 17.0 Anwit"amm"MmUlk—L j� NEW BUILDING TO LINE UP WITH HOUSE EL 16 P4 1 -7 1000 gal p ^ 0 ST UNDEVELOPED DEVELOPED X PUBLIC WATER SSP �` ; NO WELL E9�5 8'dia,Gdeep MAINTAIN MIN NI IY SEPEKATION LP R�EEN SEPTIC AND WATER LINE > M -7, Mal 6'deep I-P EXPANSION POOL EP % Of SOIL CONSTRUCTION DUMPSTER d To REMAIN ON SITE FOP. CONSTRUCTION L < rn /EL 18 EXISTING PRECAST ;0 0 0 (D LOCATION f DuRA C: SEPTIC LOCATION -7L_ 01 NOTE: (if NOWYELLS lA/i uj 150'DETECTED >I z x X �. ► >> 0 .1/*.... 0 1. 0 HAV BAY or SIL7 FENCING &TEST HOLE X 0 DW Ld 2 F_ > 0 < __4 rn L-IF T- WM R�'LL SCFM # 1000-70-4-23 (MERGED WITH 1000-70-4-22) _j R, 4�17— EL 181 S 88052'40" E PROPERTY 100.000, S 88052'40" E GgE) 156.000' DRAWN BY: MH 19989.1 SQ FT.W E S T H I L L R 0 A D 3/24/2015 DEVELOPED MPROPOSED SEPTIC SYSTEM DETAILSCALE: SEE PLAN (HOT—LE) 3 RAJPnP.RRCITNCEND VBfIRAE' -SE�1P0F0I0CtlGTsAASNK EL wATEna IT,��7 AM� -EDAL,.ya 6..f I'��3'OCUtAFA0.N , �)✓iGFL�G\\QC`�(yyl./�Ei.'���. DX(4A°I�-I f-�,�FL'�.'Uyt�s'' I3I D HDA 4!AIAOtlxwO'♦de-NeeG D wF SHEET NO: zw SITE PLAN- SEPTIC TANK LEACHING POOLS 72 ©© SCALE: 1" 20'-0' 1).MINIMUM—TANK CARACTEIES It—-S. 1).MINIMUM LEACHING SYSTEM K 2 FOOLS;IV M1,11 DIA, A) 2)CONCRETE MAL HAW A MNM COM—Sof STRENGTH Of 3000 pvl AT 2),LEMHING f000AIUTOKCONMLKfEDO11WAST—EORC.COM FESS` 1.DAYS. (OR EQUAQ 3)WALLIHKKNEff SHALL BEAMNIMUM OF 3•.ATOP TNKKNEA OF A•ANDA 3).ALLCOVE0.f SHALL BE OF PRECAST NINFOR<ED CONCRETE IDR EQUAU ROTTOSI THICKNESS OF P.ALL WALLS,BOTTOM ANO TOP fHALL<OMAIN REINFOSIONG TO RESIST W-11D 1-It.1 300 M. 4).AMINIMUM Al. ,I AHIMIN DISTANCE RFf WEEN--l".—AH—TAH— NEMAIWAINEM MAIC TOLERANCE OFl/-V4')ONAMiMMMI-KKBED MCOMPACTED SAND CIL PFA GMW, 1)AiD MIN.ERSTAHCE_EN-1 TAN,A..—MALLN MA.T.Nm. - - Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com orI I I I I-Y U-J] V "ON-No NORTH ELEVATION a Pq 11 SCALE: 1 4" = V-0" P4 / ...j W 0 EAST ELEVATION LYS a 4 SCALE: 1/4" = V-0" A C.V Z 0 w x z cn o 0 111 11 1 1 ly�T DRAWN BY: MH 3/24/2015 SCALE: SEE PLAN L-L � 6y yy SHEET NO. rt SOUTH ELEVATION SCALE: 1/4" = V-0" �c �� 07 WEST ELEVATION AFESS\oj SCALE: 1/4" = V-0" 81-511 121-011 81-511 __D:__v;—o--_v_u----------------------------------------u---O__-- —o__—Q—____-- v \\, p• d d � p• p• d fl4d ° p 1 ' d 1111 , 1 ____ --------- ____ $"^1111 fie I 3�II ----------------- , D 1 , 1 w 23_/ 1 �• 1111 1 �� 1 -N 1111 ' 1 Design Services 1111 J = I Q I 0 g o° 1111 X I • 1 '__-� I I loll M UNFINISHED BASEMENT/ GARAGE ,'a ; www.mchdesignservices.com 1111 ; I I IN ' phone: r-------------------1 (631)298-2250 1 1 I I 1 1111 1111 C I I Cu 1 I I p I 1 111 ] 1 � ' I I email: ' �• ' �____ 1111 1 , fillmichael@mchdesignservices.com michael@mchdesignservices.com 1 1111 111 n� 111 110 Lu1 a V III 1 U Q 0 _ - 4 1 1 111 1 1 Ln I ('n 0 1 _ III t , I r14 1 111 u.l 1 4• III Ri , O 1 . 1 •---- FIF-b---� Qx 1 1 I O uri I NI UL?�---� 281-loll 1 1 a V 1 — , "' v 4X4X1/4 TUBE STEEL ' 1 11 1 11 i d , , , 14-5 14-5 -- L- _ 48°x48"x12°co"c.FTG. ------------------T ; #5REBAR @13"OC (MIN.4) 1 (TYPICAL) FWG1206114 SAAS ; �•� 1 •---- u��-- i D 0 1 1 57< 0 1 at I 111 i • lfl N = --111 W � ° • ; 1111 ------ UU------ ---------- -------------' I 4 1111 ____-^-------------------------. ------ 5'-611 U-) I --- -----,--4---v--'-------------------------------------------------v a---v--------a I _� O8'-511 12'-0" 81-51' w 1 C1� .a ' s— 1-4] 281-1011 H Q Ap, � x------------ L C./ Z CAI a -----i-----IE PROJECT NORTH FOUNDATION PLAN- w NC)a - - - ° SCALE: 1/4►► = 1.-0" V ) O O N N _ V _ W Q LL N - -"-" - O - 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.VERIFY HEIGHT PRIOR 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 3 n1 TO CONSTRUCTION.FINISHED FLOOR AT EL.17.0.ADJUST FINAL GRADE AS ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR C , NECESSARY.DAMPPROOF WITH A BITUMINOUS COATING.SEE SECTION FOR FIBERGLASS SILL GASKET 0 CUT OUT FOR FLOOR SYSTEM. LR 6).PROVIDE 5/8" DIA.ANCHOR BOLTS AT T-O"O.C.AND W/I 1'-O"OF CORNERS, - 2).FOUNDATION TO HAVE 24"X12"CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A _______ TO HAVE 3-#5 CONTINUOUS RE-BAR ALL FOOTINGS TO REST ON MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLTARE TO UNDISTUF.BED SOIL(MINIMUM 3000#CAPACIT1O. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. -- -- 0 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE,REINFORCED,ON 7).PROVIDE 2-1-3/4X11-7/8 ML FLUSH HEADER OF BASEMENT WINDOWS. rn COMPACTED FILL.INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB OPENINGS FOR WINDOWS ARE TO BE BOXED IN WITH 2X ACQ VERIFY MEETS ADJDINING WALLS.COLUMNS MUSTALSO BE BLOCKED OUTAND OPENING SIZES WITH G.C.PRIOR TO BUILDING FORMS,PROVIDE AREA WELL ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES AT EACH WINDOW OPENING. SHOULD B:SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT BLOCKING AT 8'-0"O.C.AND MIDSPAN. SPACING SlOULD EQUAL SLAB WIDTH,MAXIMUM JOINT SPACING FOR O 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. in (3)1-3/4X14 ML HEADER nu FWG120611-4 SAAS 141-511 141-511 D RAW N BY: MH 2 8'-10 01 3/24/2015 S E PROJECT NORTH 1ST. FLOOR PLAN SCALE: SEE PLAN N n _ �_ n pF NE;;- r, SCALE: 1/4 = 1 0 ?45 DE�F;,r SHEET NO: 1).TOTAL WALL HEIGHT AT 9'-0". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING (n a 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 1/2"THICK FIR CDX PLYWOOD. 6).UNFINISHED WALLS AND CEILING NOT REQUIRED. SCA 072SOF ` Q 4).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS q/w OTHERWISE NOTED.ALL OPENINGS OVER 3 F1:TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 281-10" M C H 8'-811 11'-6" 8'-811 Design Services 21-811 61-2 11 21-811(� www.mchdesignservices.com CXW14 CXW14 phone: (631)298-2250 email: michael@mchdesignservices.com O I LQ WALL UNDER ROOF PITCH CHANGE WALL UNDER ROOF PITCH CHANGE F CL v - O------- O �.- ----� -- ----------- --r------------------------------+ ------ - - -- --- I �O - - N ' —cf fV r— LL � �10 _24O N 0 � - 1 I 11 I x m ■/�'��/J■ _ ------- (] I I I O --------------------- ------------------------ - -- ; a A I I , I - - - I 1 X C U ;' x O - _ -- U LLJ I I O1 I -- - �1 Cz I I 1.1 , 1 LL i Ln WALL UNDER ROOF PITCH CHANGE - WALL UNDER ROOF PITCH CHANGE M A 1 1 O ' I O y O I I X 1 1 1 I I 1 ' � 1-3/4X14 ML RIDGE IVS CXW14 CXW14 V) O O 2'-811 L 6'-2" 2'-8" I ' H U0 81-811 1 I I 1 7r Ae I 12 28'-1011 v , I L-L ' 1 1 I ' j 2ND. FLOOR PLAN- ----- PROJECT NORTHE' SCALE: 1/4" = V-0"----------------"--------+ r --------------------- IJ ' ---------------- 1 -4 I I I I ' 1).DORMER HEIGHTATT-O".CEILING HEIGHTAT8'-O" 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING �0�1 _ _ 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. —24 ' -_ n -- -------- 1 1 1 `------- -� `-------------------------------J --------------------- 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 6). UNFINISHED WALLS AND CEILING NOT REQUIRED. 4).PROVIDE 2-2>8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NO-FED. DRAWN BY: MH S 3/24/2015 E PROJECT NORTH ROOF PLAN- N SCALE: 1/4" = V-0" SCALE: SEE PLAN 1),APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING �`?� C� EEP(/r. SHEET N O• MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT s� 1; 'I' �k 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE DIRECTLY TO THE DECK ALONG EAVES. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS �'— :„w 1 Lu f COMPLETE. 3).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT 6). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT ESS `o 4).ICE &WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS LEAST 3/8" DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. WITH ROOF AND SIDE WALLS (TYPICAL). USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 1-3/4X14 M H ML RIDGE _ _ _ _ _ _ _ _ 12 - - - - - - - � � Design Services 32X10DF#SRR0`16"O C ------- ----- - _ 2X10 DF#2 CJ @16"OC www.mchdesicinservices.com 12 phone: (631)298-2250 24 email: michael@mchdesignservices.com O ' 1 d , 00 1 38' RAD. i ' N 7 T ' 3/411 SUBFLOOR — — — — N 14"1)1560 WOOD-1 FJ @12"OC i--i - 1 I 1 I 1 1 1 1 �, 0 2XACQSILLPLATE + I I ` + I , TERMITE SHIELD EL.17.0SILL SEAL - _ C•� ^ �j + ( I ( + x10 STAINLESS SIEEL I I 1 1 / ( I ( + EL,16.3 SUBF I y 1 I I I I ' ( i I • J W A O OR GALVANIZED T1560 WOOD-1 FJ @12"OC GRADE W1 14" 12 WASHERS085 on-No _ _ - — D I 12"D.C. Q a 12' 11 • O I ` I I II L _Q d m a z 1/2"APA RATED SHEATHING 1 I ' ♦ - • GRADE PLNV000 1 1 1 1 D' �, ♦� _�I 1 1 (ALTERNATWIVE:7/16"O.S.B.) j = ^� •4 1 ^ I ( I m O ® 1/2"APA RATED SHEATHING �� r 1� A I GRADE PLYWOOD _1 Q• D' x (ALTERNATIViVE:7116'O.S.B.) 00 .Q ,, ♦♦ �Q I4 I 1 �� I I I 11 � I D• —t= � � E"� O + I c D Z Cn x10 STAINLESS STEEL + ( ( • x OR GALVANIZED WOOD SCREWS WI f �`( , ♦ O W WASHERS®12"D.C. IIOJJ , f I I I / D • WINDOW 9LL ' ♦ ,� I I I s .• 4"CONC�SLAB,REINFORCED •• • .• . f.e�� i / I l I I vA• . •• • � I O I III I I 24"X12"CONC.FTG. SLOPE TO O.H.DOOR n (3)#5 REBAR 7 / / . --------------- ------ uj 24oc 1 E40 -------------------------------------------------------- `' ' �1 (WATER:EL.3.0) SECTION A- I A v I I I ) I ) SCALE: 1/4" = V-01' 12'OC 314'APA PLYWOOD 111 1 SHEATHING 2X,�Dx25 + ( I + ( I + I I+ ( I DRAWN BY: MH I ti '7 3/24/2015 I I ' x10 STAINLESS STEEL I I I! I WOODLSCRIEWS W/ ( f f ( WASHERS D 12"O.C. SCALE: SEE PLAN MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 OFx2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL -r OR GALVINIZED BOLTS W1 WASHERS ,( r`. I i`✓'�.!r \ AND NUTS @Z'-0"O.C. \ F D 'c ` SHEET NO: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL CIO Cb �0�,'1 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" I- W AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 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 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. i�� 1 ° WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M C H USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Design Services KING STUDS \ www.mchdesicinservices.com phone: ENDWALL RAFTER lj WALL STUD (631)298-2250 CRIPPLE STUD e BOTTOM PLATE RIDGE LEDGER BATHTUB email: HEADER DOUBLE JOIST michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION r2,6-2x8 ER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC WALL STUD 9. THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST r FOUNDATION - TOP PLATE BLOCKING V ' - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ROOFING TO AVOID SOAKING WOOD GIRDER INSTALL 4'0'O.C. /,�' THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4'-8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- S SOFFIT/EXT.PLYWOOD ON ALL OPENINGS + PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH Q FLASHING TO FORM CHANNEL OPENINGS OF Vi INCH IN DIMENSION. SOFFITED EAVE i INSTALL 4'0`O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICA-ION 8"-14" LSTA30 1-1/4'x30"18ga.STRAP AND JACK STUDS ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND W O INSTALL 4'0'O.C. ~'� ACTION 14'-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12'RAFTER RT20 21-1/8'x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ON ALL OPENINGS ,' r EACH RAFTER SOFFITED EAVE DETAIL �� a A �•'� �, KEEP ROOFING NAILS OUT 2ND.FLOOR WALL ".�, OF FLASHING `` ROOFING LAPS BASE O FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER 0 \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING E...� SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING 1 SHINGLES AT BASE MIN.4INCHES THROUGH VENT t^1 ^ WOOD JOIST TOP PLATE I J� GIRDER/HEADER SIt DE WALL tL.J. ��/�1SIN 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS Ca48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 0 z 4"-8" LSTA36 1-1/4'x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED f ^ KEEP SHEATHING MIN.1-1/2" _ • O O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE C OVER RIDGE TO AIR PASSAGE 8'-16" MSTA48 1-1/4"x48"16ge.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX.i/2"HIGHER THAN LVL HEADERS '^ ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS Lj �/J DBL.SILL PLATE V TERMITE SHIELD I T—---SUBFLOOR ��// SILL GASKET / WOOD JOISTS 6/2 TYP.CONC.FOUNDATION NEOPRENE n 6 MIL. SLAB GASKET.POLY V� � I 2xxB CONTINUOUS WOOD PLATE ( t DAMPPROOF EXTERIOR ° - � BOL OEEL BEAM WITH GRANULAR FILL - BMIL POLY ON EXTERIOR V STEEL COLUMN !'q 1/2"DIA. BOLTS•48"o.c.STAG. • s I �` •q " 4 • 4 ROOF JACK ` u a CONC.SLAB q °•° v // Ilk\ `� STEED BEAM COMPACT FILL 4"x 1/4"x 8"STEEL ROOFING LAPS �� TOP AND BOTTOM PLATE V 4 ° q f FLASHING AT WITH 1/2"x 6"ANCHOR BOLT ° KEYWAY FOOTING < n •q CONC.FTG. q Q•q , e° o ANCHOR BOLT CONNECTION USE(USPSP LBPS 8 WITH 3x3 BP5f3)ERS SIDES AND TOP ` I/2"GROUT REINFORCING BAR 3"STEEL COLUMN DRAIN TILE �p FOUNDATION 5/8"DIA.ANCHOR EOLT I i I l 10 KIPS ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM , CRAWL SPACE OR FOUNDATION 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL Ir--SUBFLOOR CONC.SLAB ////.-DOORFRAME 6X6 10/10 wWM DOOR�� Q—JOIST DRAWN BY: MH COMPACT FILL I � USE 2x8 t< I FOR BLOCKOUT STEEL BEAM 4" $�$ SLOPE P.T.PLATE 1/2"AIR SPACE `� W/1000 WMM• n 3/24/2015 4°DRIVEWAY—fir. NOTCH JOIST AND ADJUST HEIGHT AT END AND ', °c i 1/21 .'e,• :, .. : (WITH A NAILING PLATE IF NEEDED) GRADE '"--u--"--zr--"-- ° ° c-C'q DES OF WOOD '• , • ' TO BE BEAAPRM T 1/2"W HIGHER THAN ' D '>' D •. .•. STEEL BEAM TO ALLOW FOR SHRINKAGE 1, 4 4 4 °''D BEAMS •° �•°. •. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN q ,<'4 G),. 6X6 W.W.M. e — — ,— — —•— — e — 4 p- D ,q _ MIN ti D ° °D 4,A 4 I% 4 A, ° , \`NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM o A• r—SUBFLOOR •/ 4 --REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM D • se — DRAIN TILE I� �I •D ' REINFORCING BAR e , : o• —JOIST 12' '° SHEET METAL/30�FELT UNDER BEAM AT POINT �1• C7 OF CONTACT WITH CONCRETE OR CONC.BLOCK S EL BEAM TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °°,, 3" SHIMS TO LEVEL BEAM T L�E6T� SHEET N O■ REINFORCE FOOTING WITH(2)•4 REINFORCING BARS. DEET ' 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT r c�5 �` BEAM POCKET tF, . "Lk. " 7r e'C, , C? c ,yG "�)OFESSIO'A� t ' u I_ M C H NERAL NOTE6WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS: Design Services GE1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:NAIL VAIL OCCUPANCY CLASSIFICATION - -- x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 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 WWW.mchdesignservices.com TOP PLATE 10'WALL:4-8d COMMON RAFTER 1).The information vithin this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL $Q. FT. OF CONSTRUCTION phone: CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing d!tails.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 TO TOP PLATE 10'WALL:4-Sit COMMON JOIST TOE-NAIL (631)298-2250 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building code..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 construction detail d 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 HICs4{WIND EDITION WOOD FRAME CONSTRUCTION MANUAL email: sound and a weathrproof 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 an michael@mchdesignservices.com OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Cmtractor 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 meets current fedeal,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 NAIL These codes are b 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 ATTICS w/o STORAGE 10 should be adherecto 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 3).Dimensions shill take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSP) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer Pas not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: - STAIRS 40 responsibility for c)nstruction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction meats,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 NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 QTY. SPACING 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 EXPOSURE CATAGORY 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, TOP PLATE TO 2-16d COMMON PER FACE NAIL 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 ANDIJJIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) ETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manttacture'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 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 HEADER TO 16d COMMON 16'0.C. FACE (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN 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 shearwalisshall meet the requirements oftable 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST,BAND JOIST,12-16d COMMON FOOT SEE NOTE:1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING ^� 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIJ►YMENT !� Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES W QTY. SPACING 20 LBS. 110 8 SEVERE 3 FT. MODERATE SLIGHT TO � r!, O 11 NONE 2.4.4.2 and 2.2.4 respectively. - F.I.i 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. S).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 ~� 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES � O be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL @ @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE ( ) P 9 9• 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(sayers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6).Crawls aces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 1.4 P Pattached with the above requirements. TO BEAM JOIST NAIL 1 8x16 cast iron foundation vent for every 150 sq,ft.of area. NOTES JOIST ON LEDGER PER TOE A DECK AND COVERED PORCH NOTES: 3-8d COMMON 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. `y N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END O the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON .IOIST 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, C.V Z 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 S PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE FOOT EE NOTE:1 Z W x ^ 1� Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. \ J rK 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 I NAIL ♦\ O O Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footin s Shall be 3 ft. CITY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For �,/ 9 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. below grade.Porches with covered roofs shall have l2"dia.concrete piers for the girders. STRUCTURAL PANEL sit WALL SHEATHING REQUIREMENTS FOR WIND LOADS: W 2).Unless otherwise noted,all framingand structural wood material to be#2+BTR. WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING NAIL SPACING NAIL SPACING AT INTERMEDIATE t i SHEATHING LOCATION NOTES V 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION CITY SPACING SEE NOTES:1,3(BOTH FIELDS) 9 9 4'EDGE ZONE Ed COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wail headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 ( )I ( ) 9 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: NOTES openings.Bearing wail window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION Qom, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SB; be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDzE 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 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 g 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 2).Verify septic system with the Engineer for Suffolk County Health Department approval. WALLBOARD 5d COOLERS D 17" O.C.EDGE0"O.0.FIE_D G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: NOTE' 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists " 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 QTY 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.EDOE 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.requirements. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED 2q HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblockin p openings( ) DRAWN BY: MH adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed g shall be provided to cut off all concealed draft nin s both vertical and horizontal over subfloor as per manufacture's instructions. equipment supplier. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. i 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. 3/24/2015 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 high3r 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,including furred spaces,at the ceiling and floor to have regular 1/2"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 p 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 SCALE: SEE PLAN 12).All roof with a itch less than 4:12 shall be installed with an Ice&Water 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 permtted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. 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 f F The installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ' 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DEt:�: '`gy �.� :•. , under stairs shall comply with N.Y.S.Residential Code. / �,� .,� ,P p ,/ SHEET NO: 4 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage flame and products of combustion. i c n 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. `'OFESS�