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HomeMy WebLinkAbout44228-Z �o�s11FF0 � Town of Southold 10/5/2021 P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44228 Date:, 10/5/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 925,Youngs Rd, Orient SCTM#: 473889 Sec/Block/Lot: 18.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/19/2019 pursuant to which Building Permit No. 44228 dated 9/27/2019 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: additions and alterations, including front stoops, outdoor shower and inground swimming pool with deck surround to an existing single family dwelling as applied for per ZBA#7378, dated 6/25/2020. The certificate is issued to 925 Youngs Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0124 9/15/2021 ELECTRICAL CERTIFICATE NO. 44228 11/16/2020 PLUMBERS CERTIFICATION DATED 6/28/2021 N ad Piecyq ut o ' d Signature �SUFFoa,r�, TOWN OF SOUTHOLD = BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44228 Date: 9/27/2019 Permission is hereby granted'to: 925 Youngs Rd LLC 205 W 89 St#7S -New York, NY 10024 To: construct additions and alterations to existing single-family dwelling as applied for. J At premises located at: 925 Youngs Rd, Orient SCTM # 473889 Sec/Block/Lot# 18.-1-4 Pursuant to application dated 9/19/2019 and_approved by the Building Inspector. To expire ori 3/28/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $404.40 CO -ADDITION TO DWELLING $50:00 Total:' $454.40 Buildi or 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: 4. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. September 18 , 2019 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 925 Youngs Road Orient House No. Street Hamlet Owner or Owners of Property: 925 Youngs Road, LLC c/o Sharon Lesser Maguire Suffolk County Tax Map No 1000, Section 18. Block 1 Lot 4 Subdivision 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: $ 6D A is tignature M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE POST' OFFICE BOX 1600 SOUTHOLD, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 mkar°c' h 'Itectc-0m - ` LETTER OF AUTHORIZATION 925 YOUNGS ROAD, LLC c/o Sharon Lesser Maguire 205 89th St Apt 7S 'New York, NY 10024 I.hereby-authorize MERYL-KRAMER ARCHITECT to,act as my agent in obtaining all permits required by TOWN'OF SOUTHOLD,SUFFOLK COUNTY AND NEW YORK STATE for the renovations and additions-at 925 Youngs Road located in Orient, NY 11957. Owne (Presiden ate Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 e ® sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 c®UNI�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To 925 Youngs Rd LLC Address: 925 Youngs Rd city,Orient st. NY zip: 11957 Budding Permit#: 44228 section: 18 Block: 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No- 34091 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Surrey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceding Fixtures 16 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 17 Smoke Detectors 1 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 13 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt DOUbl Ceding Fan 1 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 41 4'LED Exit Fixtures 11 Pump 1 Other Equipment: Double Oven, DW, W/D, Micro, Gas Cooktop, Mini Fridge, Fridge, Pool Heater- 220GF1, Pentair Tranny, Pool Cover 120GFI w/ Key Locked Switch, Pentair Easy Touch 10 Circuit Notes: Whole House Renovation of Two Story House w/Attached Garage, Pool Inspector Signature: t — Date: November 16, 2020 S Devlin-Cert Electrical Compliance Form As Town,Hall Annex - Telephone(531)765-1802 54375 blain Road Fax(631)765-9502 P.O.Box 1179 Southold,MY 11971-0959 `Q BUILDING DF-PARTNMNT nD SEP 9 U0 CERTIFICATION 'n"n7r,DEPT Date: 9l S Z a Building Permit No. �I�I 2 Z$ Owner: f'4�0—,L-t-1 i f 2 (Please print) Plumber:>Al 1 Poi r k Qg+ P�utw� .� a �2scC ^q (Please print) j I certify that the solder used in the water supply system contains less than 2/10 of I% lead. / (Plumbers Signat re) Sworn to before me this J day of �� . 20 P2 U SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 (qualified in Suffolk County Commission Expires March 17,2 Notary Public; /� County so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 4 Southold,NY 11971-0959 '�,{S BUILDING DEPARTMENT _} TOWN OF SOUTHOLD JUN 0 202 13MIT)TtG P-EPT. CERTIFICATION Date: �g Building Permit No.__ Owner:-��7 )na,,non (Please print Plumber Pienzl, (Please print) =s . I certify that the solder used in the water supply system contains less than 2/10 of I% lead. w (PluAers Signature) Sworn to before me this day of 20_,V SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk county Notary Public, _�lfr ��C County Commission Expires March 17,200 a Of SO(/ly�� # # TOWN OF SOUTHOLD BUILDING DEPT. �Ycou 765-1802 `V 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 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[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM 7 T: V/ DATE INSPECTOR OF SOUTHo Ll Lq ^ # �# TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. = [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ '] FIRE SAFETY INSPECTION [ !] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATIONA--,ccs— DATE � [ ] PRE C/O REMARKS: A- G 1 �� DATE INSPECTOR �� ��� - ��0 ly0 # # TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. 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Y.y�`: �3 `'°� -.,� w � *� + 4 ei_C•�',7►. ,r` • 'tj� r i�r�!w�srF i S 4 .. Z ��f a '!i ya' �$�cs ' �. T.s�'"{ �iT.• _�.. i 1�!��<i� �i?'va •.��iSi'�iL' `'a��71 Ak J• `•d. �'`.w ; � .7s1�"�1'�,r' y!d !�; .{,.Y. e ,y.ter . i%��!� r.�.. .Y.} s.�-. :�..x +•Cj'�J1 ' {r � 3k=i� �r ? ,'.�Y"��1i�.�v-� .�+,i�r^. J�.�`i�_tl1f. ..4. �I.� _✓2+1Si7-'��:�:_.1�Z.r >Y1k..�M'�S.'"�+.�v FIELD INSPECTION R g?- RT DATE OMMENTS -}� VIAG FOUNDATION(IST) -------------------------------------- FOUNDATION (2ND) z �o H ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE vzf -��- tg -low FINAL ( LL Ln e 11 V 4AD %TTTAT,COMMEN S ' c �50 . e .�. � � � 51 ae�•� d�� z -a 9 6 a &tA QAC- �lO-a,17 I C CP d-. v f- OO -7 L6 o� z d -9 V TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved 120 A Mail to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971 Phone: 631477 8736 B Spector Fc.) L, i . SEP 1 9 2019 APPLICATION FOR BUILDING PERMIT -� � - Date September 18 , 20 19 PVT7 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,_and waterways. c.The work'covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. 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. (gignYwe of applicant or name,if a corporation) _ PO Box 1600 Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Arch itect Name of owner of premises 925 Youngs Road, LLC (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 land on which proposed work will be done: 925 Youngs Road Orient House Number Street Hamlet County Tax Map No. 1000 Section 18• Block 1 Lot 4 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ,a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $400,000 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1, total all floors If garage, number of cars 1 (plus 1/2) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 61 .5' Rear 61 .5' Depth 26.3' Height 25.3' Number of Stories 2 --t Dimensions of same structure with alterations or additions: Front 61 .5' Rear 61 .5 ' - f Depth 28.2 Height 25.3 Number of Stories 2 8. Dimensions of entire new construction: Front NSA Rear Depth Height Number of Stories 9. Size of lot: Front 204.77' Rear 200.11 ' Depth - 165.00' 10. Date of Purchase 4/18/2019 Name of Former Owner Cassidy-Gardner LLC 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded No Will excess fill be removed from premises: YES Q 925 Youngs Rd 205 89th St Apt 7S 14.Names of Owner of premisesc/o sharon Lesser Maguirekddress New York,NY 10024 Phone No. 917-886 1494 Name of Architect Meryl Kramer Addresg'o Box 1600,Southold,NY 11971Phone No 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworiq to before me t ( —day of 20IC� 0� '_ k I Notary Pub is Signature of Applicant CONNIE D.13l)NCH 1 Notary Public,state of New York No.01 BU6.185050 Oualif9ed in Suffolk County fr�mireF�rdCX`7��'✓,?�!�rr�y3f •�,A ?3 c7.r..' i I� I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 920 Contact: Approved ,20 Mail to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971 Phone: 631477 8736 uildmg for OCT 1 2019 APPLICATION FOR BUILDING PERMIT - Date October 11 920 19 x; 0- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. 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. (§ig�iatulp of applicant or name,if a corporation) Po Box 1600,Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises 925 Youngs Road, LLC (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. a 1. Location of land on which proposed work will be done: 925 Youngs Road Orient House Number Street Hamlet County Tax Map No. 1000 Section 18, Block 1 Lot 4 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential Deck Alteration, Pool Addition 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $150,000 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1, total a I I floors If garage, number of cars 1 (plus 1/2) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 5' 61 .5' 7. Dimensions of existing structures, if any: Front 61 . Rear Depth 26.3' Height 25.3' Number of Stories 2 Existing Deck 38'x 12' Dimensions of same structure with alterations or additions: Front 61 .5' Rear 61 .5 P'roposed Deck 61.5'x 16.0' Depth 28.2' Height 25.3 —Number of Storiesmi a „ 09 x 18 01 leg w th a 4$5 18.0' pool addition 8. Dimensions of entire new construction: Front Rear ep Height Number of Stories 9. Size of lot: Front 204.77' Rear 200.11 ' Depth 165.00' 10. Date of Purchase 4/18/2019 Name of Former Owner Cassidy-Gardner LLC 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded Y2S Will excess fill be removed from premises: YES G 925 Youngs Rd 205 89th St Apt 7S 14.Names of Owner of premisesc/o Sharon Lesser Maguirekddress New York,NY 10024 Phone No. 917 886 1494 Name of Architect Meryl Kramer AddreS!?O Box 1600,Southold,NY 11971Phone No 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) c COUNTY OF&W: J I 1 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0 a) (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi -fes day of 20 /9/ Notary Publi Signature of ApplicaTit ly Arao�'� / TRACEY L. DWYER NOTARY P NQ Ip,ST 306900 TE OF NEW YORK QUALIFIED IN SUFFOLK COUNTY CQMMISSION EXPIRES JUNE 30,W2_ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 17, 2019 TO: Meryl Kramer(925 Youngs Road) PO Box 1600 Southold, NY 11971 Please take notice that your application dated October 11, 2019 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 925 Youngs Road, Orient, NY County Tax Map No. 1000 - Section 18 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming on this non-conforming 32,730 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 to 39,999 square feet in total size, the minimum rear yard setback is 50 feet and the minimum single side yard setback is 15 feet. Following the proposed construction, the dwelling will have a rear yard setback of 39 feet, a single side yard setback of 12.5 feet. t Authorized S'gnature Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 17, 2019 AMENDED: February 4,2020 TO: Meryl Kramer(925 Youngs Road) PO Box 1600 Southold,NY 11971 Please take notice that your application dated October 11, 2019 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 925 Youngs Road, Orient,NY County Tax Map No. 1000 - Section 18 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming on this non-conforming 32,730 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 to 39,999 square feet in total size, the minimum rear.yard setback is 50 feet and the minimum single side yard setback is 15 feet. Following the proposed construction,the dwelling will have a rear yard setback of 36.8 feet, a single side yard setback of 11.9 feet. Z_ uthorized Signature Cc: File, ZBA t� f- f BOARD MEMBERS *QF SOSouthold Town Hall Leslie Kanes Weisman,Chairperson (/jy53095 Main Road -P.O.Box 1179 CIO Southold,NY 11971-09.59 Patricia Acamporae Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. �p ^��� 5437.5 Main Road(at Youngs Avenue) - Nicholas Planamento I�COOQVULAXV RECEIVE® http://southaldtownny.gov 94 ` ' ► i ',v ^ ONING BOARD OF APPEALS , J U L - 1 . 2020 '°"� J D Lel. TOWN OF SOUTHOLD JUL ` 7 2020 (631)765-1809-Fax(631)765-9064 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION B1U�D7NGDEPTe MEETING OF JUNE 25, 2020 71_OLD ZBA FILE: #7378 NAME OF APPLICANT: 925 Youngs Road,LLC PROPERTY LOCATION: 925 Youngs Road, Orient,NY SCTM#1000-18-1-4 - - -- — IUN: he Zoning Board o Appeal�--hu vi ' under-consideration in-this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred-to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 32,730 square foot parcel located in the Residential R-40 Zoning District., The northerly property line measures 165.00 feet and is adjacent to a vacant parcel that is heavily treed,-the easterly property line measures 167.83 feet. The property then makes a southwest slant of 36.95 feet and is adjacent to Youngs Road to the east. The,southerly property line measures 147.03 feet and the westerly property lines measures 200.11 feet. The property is improved with a single family one- and one-half story framed dwelling with an attached two car garage on the south side of the residence and an attached wood deck at the rear of the home. The property has many large boulders scattered throughout, and the existing residence is not sited parallel to the road or property lines, but rather it is located in a catty-cornered position to the northerly end of the property as shown on the topographical survey map prepared by Barrett, Bonacci and Van Weele, PC, and last revised June 25,2019.. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's'October 17, 2019,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) located less than the code required rear yard setback of 50 feet; 2) located less than the code required'side yard setback of 15 feet; located at 925 Youngs Road, Orient, NY. SCTM No. 1000-18-1-4. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to an existing single-family dwelling and to expand a wood deck attached to the dwelling, which will surround an accessory semi-in ground swimming pool. These improvements will have a rear yard setback of 36.8 feet where code requires a minimum of 50 feet, and a single side yard setback of 11.9 feet where code requires a minimum of 15 feet Page 2,June 25,2020 - #7378, 95 Youngs Road LLC SCTM No. 1000-18-1-4 ADDITIONAL INFORMATION: During the Public hearing a neighbor to the west addressed the Board to express his opposition to the applicant's proposal. He explained that because his property slopes uphill to about 40 feet, he does not want to look down on the pool and deck. It was explained to him that if the applicant were to detach the deck and pool from the house, move to measure only 10 feet from the property line, he would not be before this Board for the variances. The applicant has applied to the Suffolk County Department of Health Services to update and relocate the current septic system and has hired a landscape architect to make aesthetic improvements to the property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 5,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1).-Grant of the variances will not produce an undesirable change in the character of ---------- ------------------------------------ the neighborhood or a detriment to nearby properties. The addition will be added to the rear of the home and not visible from the street. Many of the homes in this community have non-conforming setbacks and there are other in-ground swimming pools in the area. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The irregular positioning of the existing house and the location of many large glacial boulders on the subject property limits where a deck and pool can logically be located 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 26.4% relief from the code for the rear yard setback and 20.6 relief from the code for the side yard setback. However, because the location of the residence and the proposed deck and pool are not parallel to the property lines, the non-conforming setbacks occur in a small triangular section of the small rear yard in the northerly corner of the subject property and will have no adverse environmental impacts and will be blocked from view for the most part by existing woods and evergreen screening and by the conforming residence. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase 6. Town Law §267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck addition and semi-in ground pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to N Page 3,June 25,2020 #7378, 95 Youngs Road LLC SCTM No. 1000-18-1-4 GRANT the variances as applied for, and shown on the architectural plan prepared by Meryl Kramer,'Architect, last revised November 20, 2019; and the site plan (Residential Sanitary Plan) prepared by Michael Marinis,L.P.E., of Barrett, Bonacci, and Van Weele, PC, last revised February 3, 2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Pool mechanicals shall be placed in a sound deadening enclosure. 2. Drywell for pool de-watering shall be installed. 3. The subject decks shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited-a7cove, suc7i'as alterations, extensions, or demoli7ions, are -notauthors 'an-when----- involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be'deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Acampora, Dantes, Lehnert, Planamento, and Chairperson Weisman(5-0), cf4�1 1�0� Leslie Kanes Weisman, Chairperson Approved for filing G/ 1,26 /2020 Southold Town Hall BOARG.,�VIEMBERS �QF SU!/r,�, 53095 Main Road• P.O. Box 1179 Leslie Kanes Weisman,Chairperson �0� Ol0 Southold,NY 11971-0959 Patricia Acampora Office Location: Ertc Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Z2y�oUMy Southold,NY 11971 Li http:Hsoutholdtownny.gov I ZONING BOARD OF APPEALS f TOWN OF SOUTHOLD Tel.(631) 765-1809 Fax(631) 765-9064 D jl� D August 10,2021 AUG 1 2 2021 BIIFLDING DEPT. Meryl Kramer, Architect TOININ OF S0I7Txj0LD 260 Hortons Lane P.O.Box 1600 Southold,NY 11971 Re: De Minimus Request,File 7378 925 Youngs Road,LLC,Orient, SCTM No. 1000-18-1-4 Dear Ms.Kramer; 2021 requesting a de minimus_approval for We are in receipt of your correspondence dated July 16, you ex lain that the'variance relief granted the improvements on the above referenced property. In your letter,y p ability to construct a swimming pool and deck with a rear yard setback of 36,8 feet where the code requires a minimum of 50 feet, as well as side yard setback relief. pol equipment away from the At this time,the property owner has requested permission to relo e pd to move it to the northwest corner originally proposed and approved location beside the dwelling and deckan of the property line, along the property lines, and within close proximity to neighboring properties. During the August 5,2021 Regular Meeting of the Board,the matter was brought to the Board's attention and your request was unanimously denied. Please contact our office for any additional questions or concerns. ! fSinre , Weisman I Chairperson cc: Michael Verity,Building Department J M E R Y L K R A M E R a r c h i t e c t July 16,2021 2 6 0 HORTONS LANE Leslie Weisman,Chairperson POST OFFICE BOX 1 6 0 0 Zoning Board of Appeals S O U T H O L D, N Y 1 1 9 7 1 Town of Southold PO Box 1179 6 3 1 - 4 7 7 - 8 7 3 6 Southold, NY 11971-0959 m k a r r h i t P r t r o m Re: 925 Youngs Rd Orient,Case#7378 Dear Chairperson Weisman and Members of the Board, The above referenced Board determination dated June 25, 2020 granted the variance relief necessary to construct a swimming pool and deck with a rear yard setback of 36.8 feet where code requires a minimum of 50 feet,and a single yard setback of 11.9 feet where code requires a minimum of 15 feet. The owner of the property has requested that we relocate the pool equipment away from the deck, as it is an eyesore. We propose to relocate it within a sound deadening enclosure (as per the conditions of the determination),amidst dense evergreen trees in the rearyard as perthe attached marked up ZBAapproved plan. We are requesting that the ZBA approve this discrepancy as a de minimus variance as there are no discernable impacts to the neighboring properties or surrounding community. Please let me know if you have any questions or require any further information to process this request. Thank you for your consideration. Verytruly yours, Meryl timer Architect P By: III Meryl R. Kra a AIA LEED AP, President Attachment Site plan with annotated modified pool equipment location in red Scott A. Russell ,��°§uF '�� 5T01KMWA `]F1ER. SUPERVISOR N MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town o Southold .F r 61OZ CHAPTER 236 - STORMWATER MANAGEMENT-WORK &r ( TO BE COMPLETED BY THE APPLICANT); '; DOLES THIS PROJECT INVOLVE ANY OF "I'IEIIIE FOLLOWING: - Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. �C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,D ign Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date M DtItnct 19 NAME �Tii/ • 20 , p mu Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information Relephon;tumberl Reviewed By: — — — — — — — — — — — — — — — — — Property Address /Location of Construction Work: — — — — — — — Date: — — — — — — — �� El Approved for processing Building Permit. - - Stormwater Management Control Plan Not Required. r ° ENT' Stormwater Management Control Plan is Required. �! (Forward to Engineering Department for Review.) FORM'# SMCP-TOS MAY 2014 g11FF BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD JPS Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 14, 1 T1 Date: /-/0-,90 Company Name: § I IV,, /QC Name: ke-i 71-1- License No.: 3 V0q1 - h f, email: q yA, eets c" Address: 13JO teelwl-ty I S-0 U T-(-(C,C D lPhone No.: 631 - 9&K--9 yl"2y JOB SITE INFORMATION: (All information Required) Name: 0g*Tr 6&SSC2 rs(,Qt"',-Ce f Address: S 90 021 &A.)T- Cross Street: Phone No.: cl, Bldg.Permit#: oZ email: D 46,gume-4 V6 If ITax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) a Xt-tuv47e_-o­u '\1, acro u.c', s0zwCe' Circle All That Apply: Is job ready for inspection?: ORough In Final Do you need a Temp Certificate?: cy NO Issued On Temp Information- (All information required) Service Size 1 Information: 3 Ph Size: d-00 A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect4S�ervice�Recc�nnected�- Un�dergro�und -�Overh�ea � Underground Laterals 1- 2 H Frame Pole Work done on Service? Y Additional Information.' PAYMENT DUE WITH APPLICATION Request for Inspection FormAs 0 .t] ' -1 ✓. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town,Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 •Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rich ertAtown.so utho Id.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: 14,1 T14- Date: /-/0 ago Company Name: l-,',0 -WT &C Name: License No.: yoq/ _ email: 441PIVA1 eakoo Address: 13JO C�-,�.K•t ` to So u 77-0 c Phone No.: 631 - JOB SITE INFORMATION: (All Information Required) Name: FSS CIt Ars(Od-f Address: $ 02t GLV 7-- Cross Street:. Phone,No.: Bldg.Permit#: 7 � email: �� m u vo. Tax Map District: 1000 Section: Block: ot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) SD C) v 7r-ov Circle All That Apply: Is job ready for inspection?: YS / Rough In Final Do you need a Temp Certificate?: (: Y / NO Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: odd A #Meters_�_ Old Meter# New Service - Fire Reconnect- Flood ReconnectfPole tWtorkdonteon #Underground Laterals t 2 H Frame Service? Y Additional Information: PAYMENT DUE WITH APPLICATION oD Request for Inspection FormAs c� PERMIT# r , dipe : Switches + Outlets GFI's r Surface S Sconces i H H's UC Lts Fans Fridge HW Exhaust Oven �tJ ,LP ( � Dryer Smokes DW Service Carbon Micro -1 Generator Combo l Coo ktop D,� Transfer AC AH Mini �� Special: Comments: I 0 - -� ter- BUILDING DEPARTMENT- Electrical Inspector 4 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol roger.rich ert(a-)town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e 7-N Date: Company Name: L4—il&-V-, CA S i R 6-C 62 1 /t/C Name: License No.: 3 YO email: u rvlv,&tews{ ef 400. 60� Address: JPhone No.. L31 -17 &T - JOB SITE INFORMATION: (All Information Required) Name: LiF%e-p- LMA,6ui12t-;;- fc-1 Address: yoc//VS W.0 0 tZ I Cross Street: Al-er Phone No.: Bldg.Permit#: y yah c email: l -,— Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) POOL Circle All That Apply: 1200 pf Is job ready for inspection?: YES )NO nC Final Do you need a Temp Certificate?: ES / No Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals V i 71 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD - o Town Hall Annex - 54375 Main Road - PO Box 1179 o • �..r.,��0�� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ` = roger.riche rt ar.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: kelV Date: Q,-3-ID Company Name: Name: License No.: m , 3 YO (' email: u iv7v,&.i ec4 s{ 2 c, 69,41 Address: 3 , cD 57II Phone No.: &T -ri JOB SITE INFORMATION: (All Information Required) Name: LMA (.u1a(J- CI Address: Ov/v 's R D 0 2 i Cross Street: A-e- Phone No.: 1• 61 K-- ,2 Bldg.Permit#: Y 0-a o . email: c-- Tax Map District:, 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) /oo POOL Circle All That Apply: �v 9>(A..)4t Is job ready for inspection?: YES NO Cn Final Do you need a Temp Certificate?: ES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE•WITH APPLICATION Request for Inspection FormAs PERMIT# Address: Switches Outlets GFI's I r Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer, AC AH Mini -Special:-- Comments Special:-Comments w ko (31 vojr- L GJ0 V Q r J C� Town Hall Annex �y®� ®4y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179coo Southold, NY 11971-0959 ��� BUILDING DEPARTMENT N_OT_I_C_ E OF UTILIZATION-OF TRUSS TYPEZONSTRUCTION, PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Dater September 18, 2019 Owner: 925 Youngs Road, LLC c/o Sharon Lesser Maguire Location of Property: _ - _ _ 925 Youngs Road, Orient, NY Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature:, Name (person submitting this form): Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 .,� �t.T pf I. �t is7. arks ,tet* Nyw.• rfi 4 } +_ �=F:,., ` - fr ;♦ T .' IA X11 LZtiPY.k*r x-` Y ` � F.z*,• �T ,tk ter''+.���• _ r,�",r,• 4�-. ' 4r-'• �,� rt tie� � - •. s x �d M E R Y L K R A M E R a r c h i t e c t 4, 1 ^ ab \260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1600 S O U T H O L D, N Y 1 1 9 7 1 AMnbm Building Department Via: Drop off 6 3 1 4 7 7 - 8 7 3 6 Address Date: September 21,2021 m k a r r h i t P r t r n m Re: 925 Youngs Rd,Orient-Maguire CC: i -- WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings ❑Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 1 9.15.21 SCDHS green stamped site/septic plan THESE ARE TRANSMITTED as checked below: ❑For Approval x For your use ❑As Requested ❑ For review and comment REMARKS: \\ _ LEGEND EwsbNG PROPOS07 TO BE REVOKD SITE DATA SOIL 1210 NGISB#11 PROPERTY UNE / K7S 205 W 897H STREET APT.7S ¢� mwsrorAro=mL ad EDGE OF PA MVVVT T� _-__. _. _•____. 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AO WA TER EHCOU4?ERD TMS CONDITION sarsNE,¢4O"w•[a6•MN)C:TSIB- O IMIOME FILL MA MWAL/S REQUIRED./T SHALL CONSIST A"LNU/ffD S70VE LR BANK RUN S4VD AAD avMe OneAt7ID m Aa AAsxro r-w ffQYT ro RE"r ANY UY'SMTABLE MATERIAL SILOVLMT AV 97E FOP USE AS EDL H SDE SETBAGC a V MAY NOr BE REFIECMw LVF DAILY A4 LRA IES FREE FROM ORGAA'/C CR O"iV?UNARTABTE MARRULS M/E IVW ENONEDP RESERGET THE SEASAVAL VARIATAV W 77,E ylyrDsne •mae••a•BAMn9n ti r}•'s (0 x O:LY/NOWAIER!FLEE Iia �y eRy m as 7. PLACE TROYCH BIDDING AND B amu MATOBALS N LA mm NOT EXCFIDVNC 72'M TMLXNESS MMOL s+a O Fm MWJP'T o'auAaAv � VANO ICA VY CO1#ACTAV EWIPMFNT W 6•MNG/USNO NAND OPERA AID EOMPMO/r COMPACTION HUCHES (IjT ,7rTy ST "a \ r0 rc 2 THE BORING RESULTS REPRE5t7VT NyropAlpy AAwm r-n RRESDENCE ` Q ie !/ ti I " p 9/B-SURFACE LIIYDHOWS AT 7XE V�1 SWALL BE 9,S.T MCCYF7ED PAL'C7#P OEN97Y 1025 PETES HILL ROAD vi.s f Vza a '''T ) < BORING LOC.'ATON OKY AND ARE NOT Y aAax P(repa'Am q e ENE O?V7AAC7Ll4!S LYAECTm ro ff1�Y ENE LOCI MW Ar A¢0152ND T/TlL17lES PR/AP ro •+LaPn' r AECE55AR/LY REPRESENTATt£Lir RO/A/N H/gAL'E RELO0.1 TON HILL BE O'K10'AWA]ID AND/NSTA[LLD BY TIE CWIRACILR METH T2" .J+OqL PROXATL_ I I TER s+ z va CAS 1 a as GDTJO/TOYS AT OTffR COCATONS L�''SmE'Nza1 - B£A•M'NG NOOL.41m Rl TAKE MF.IA/RES AS NECESSARY TO PROTECT ALL U7/LNTtS N7fNO9 ro APPRQ9WATE VITUTY OMNBP LCCA TION £J{ fez r IV JSes .P S8�d; P+s, - _ 4 A MAfaIUN L1r!0 EWT SkPARATAV is REIXARED BE7MEDM WAIFR SERNCE LWE/IAIFRALS/LATNS AED 4416, � 'o / Psz s 7•T'O• I — CP t:a/L 111=" 4 m u, I O MaTlt AanK SFPARATCW RELIVES]!WA1ER 57RNf£IV?CRAWVAANO L44NNAC£PIPE R/RES M/MMUN IB NOES OF NRTCAL 4Pp S•-/ . RLN JS9 Asti \ S I era awe m J68' tiH S WV JAI 673 IY_w' lA A MhZI=OF 5 FOOT SFPARVALW 6 REWIRED BE n"MV WATER SFRN(F LINE77AIERALS ANS AND N + a> R� A EXISTING OIL TANK m Q 412 7N£EDGE CP ALL SRRYWA7FR ATA ISA NCR-LEACMING SRPf/CMM AND ASSTXrA7ID G N O ! IN BASEMENT ( O F- W J 11 Tff IXW7RACIM LS RESPO,6TBLE TO SECURE ALL fia"MSVTY PERM/7S PMAP ro CAVARNUNC MONK •-<N •- � I �,� PRAoosm MASA'Wr I rn � w � FEB 0 5 2020 a pV0 O 3 Y e I eRera /INV 29 6 +•` / lzl = __ �IFAaTTN /2�ARQGCR SINTrMrSTSIBf/tOCATLWS AS PIR APRM.A//T/SUFFTYX ONNTY FO O APPROXIMATE > - Nmx N 6' Si lis/ ',, ! LOCATION OF N rn ¢ znn�nc r•�;.-n Ji Appca'Sl PRECAST CONCRETE STRUCTURE NOTES• F I O "• ¢ `� EXISTING �R N rwRIG((EWIFAML60afxIDlm 0 \ 1O0_ WELL V O (7 / MFdO D(:IpANTN[t@AO6 /ALL P)MrASr AND UA TREY AND Ova s MEoSIATM7URE ANO AASM�A MRm, \ E,=• z j ? � r luAn.ARov m AurraAanv.•J LOACM AT w WtER L1]VA7TONS 540MN CW 7NE EY.WS sae + ' O O cw�'1Ma_ �MAuaei AT Sera I+ a ! EVSWNG(RAM ORII£WAY + s:ro � v � I \ 2��CR�S���2V DIUEDT ZXE 7RWAPW M AW"CMD ID IWDYS)%MI THE 5B 1 + 7D BE ROlOIID I O [wR£ C aMaS KR t! N AG_ LOADS NOTED AB01£ O _ _ _ _ __ _ace S ALL PRECAST STMICTURES 9WL BE MANUFACTURED MIR/*XO PSI W io.vsr / w _�_ _ PT£r tel!'! Y IYPN(YA®WI!]O'Ywi T.Ile twrp 0lap lRlSrR.pKEyQTwp ASD evAaeWA IIB DA STTETD7N - / / • LLYIONElE ori \ - _ ADQ,T/OI IKaaI.MOE,Gp6 GeD11IR1 __ __ _ _ _ _a� SANITARY SYSTEM GLLLl1LAT10N5 t_ s rasneLr wsaNLm Ma new r a mNX.AG Mavis aun>anL rHaaAMr newrmca ma PASS/Mmay. PROPOSED BIDRIXk/RE90gNCE Z j I . CP PRQPOSED RLq'"ORYMQL s sz az r MMMUM SEP7/C TANK AS PW SWHS STANDARDS FOP 9NCYE FAMLY ArgDENLES a r soa cttm 0 x 4'DEP7H 1 ' I slsri c nvRs PIPE TRENCH DETAIL TARLE 2A cll •rae w ro.•aeslx E%PAN$ION PRO°0.4D OMY£WAY 1 / ,To•s0e!m r owd I / !BEOPOdLS 1,250 GALLONS/JR¢"MN LIIX//D SVRFA(ir AREA SEPTIC TANK PIAN \ ase I TUBVIAIUM ABLE i IEAOHWG SYSTEM AS PER SONS STANDARDS FOR 9NLYE FAM2Y Rf9A'?/OES t OEPTT M LROUNDWATER ODER l7 FEET•! �#eY Jtu POCK:Bb/A x I2'L1EEP. '+ I auvaE RLLL£.AM1O lA]V.G mISR ro ar -S"MRY SYSTEM Pf I yi + 1 Fxsm oux (cA�ssu ur de NUA m smrs AifMOND eaMO easrww LGOORT mNR SP71C TANK.CA'WL.AR WDA.X I'LO-1,250 GALLOWS gw AL OEV.Ca PRCIPOSFD DEAN-d1T, Fauna S E DErA/L(YIDS 9MEE7f ♦ Y-a•Mu 3- ,y LEA Ch"POLYS:T-B'/x TV DEEP WApM/NG POCK >.I , '" i. M air ' �O 1n" �' "T•�' o"ntr 1P'� II-'- ..ql (JW Sx90EWALL AREA) GRAPHIC SCALE. + m a pwrLT 1•�,If PIs MO -- I� I Im6 20',R PRLROSID fFNLE M y �. 6 NlDm aeG• � yYNR r Y -- -- a•rx ._ rrA mmmlm®®mmm C S 80.44'00" W 147.03' •" l,Y/A4 --p—p— m m[m®®�� 2,/AT/ZOM MJp' REN5L'POOfAEL ETC FSR LAADSO•APE AA'O/FLAN IrIX12m) Nr HUChE �e oe 7'• d-C aA `•, , .¢£A'aCasT -r�� OID mmm T�JDd 20 MB A00 ORYIIIILS Rmswe L /DENSE PER S[»/MS CLM/NLNTS(11/)4/2019) VDVCE aR1MM A.� Dex raa Deaned NJW Drafted by NJW O.«L mm 1025/WNGS aono / 1,250 GAL SEPTIC TANK s7RII� NEU WATER / TAX LOT 5 �T eAaort auMRae ms' - I�aF wa Ano OrArc M. SEPTIC SYSTEM DETAIL Barrett p STRATA :Aro AAO OMNL-" APPRO% WELL 06 Q NrS fool Banacci �LTEACHING POOL00 FOOT RADIUS � Van Weele, Pc / GrwYSll. .YEAmI[R iIIMZ Na Il1S/IR • II'�DP AR`MMD[00A< 5T6YDr LR DAD RLC Engineers Surveyors Planners r°?'ex.cxces PAo SCDHS APPROVAL STAMP 175A Commerce Dave Hauppwgo,NY 11788 / T631A35 1111 1 631 435 1022 / I www W_pc wm -� Tax Map No.: DISTRICT 1000 SECTION 18 BLOCK 1 LOT 4 MAN ROAD 925 YOUNGS ROAD `SR 25) y FINAL MAP � *N1,NN 925 YOUNGS ROAD LLC �vlf B ,- ` TOWN OF SOUTHOID SUFFOLK COUNTY NY AL1xw¢•A• AtRswles ISEE DEC WALL NEM USE ALTFRNA7E'!%1"FIM ZEWSS USE ALIZINATE'D"FAP&WNG DATED-11 /�/I " EXRRSOMS/Comm7nmS RESIDENTIAL CLEANOUT DETAIL i SANITARY PLAN aEAwlra-ua Toe AAEAI Avr arAcmrorvscA,wm re s SCDHS REF#RIG-19-0124 L I'Al ID 111_11�Is«� _ r 2020 BBV PC LK suA m4FOCTOBER30,2019rICA AI90134A s No 1 of 1 VIEW SAN _ i RECEIVED Issue Date, Se 923/19 PRICING N012 1 2019 1 9/12119 Aw.—Pt 9/19/19 PERMIT 1120/19 2BAAPPLICATION ._E Boar4 OF ApPea s 61 S' -30 II -30 \�,LEtiEDAIC � 4,aHt.KRg4 rF I I PROPOSED PDOL i 9T 4eD1 yp� f 485'x17' FNE`N I PROPOSED DECK to NEW 5/4.4 IPE DECKING NEW DECK FRAMING DraIvIngLegend W,ITo Be RemmeE — - 0 Me TORenam New Wall ----------------------------------------------i I LYSE OF EXISTING WOOD STEPS 0 New FOun4a1on Wag I ToSE REMOVED I --_-_-- L.At— I LINE OF EXISTING DECK 1 ------------ U"es Bebw II i____________________________________1______________________ Gem0— Fenc I I I WOOD DECK I I I ( NEW 5/44 IPE DECKING Door Tag I 1 I EXISTING DECK FRAMING TO REMAIN I I I I 12'-1' 13'-10' 12'-0%* O Window Teti I (Iq FINAL MAP , 9'-10yY-2y' EQ 6aNe9X EQ , OUTDOOR SHOWER FUDURE 1 1 EXIST ROOF RAFTERS REVIEWED BY ZBA LOCATION TAD IN FIELD I I I I &2x6 DEILING JOI575076'OC SEE DECISION# � �� Damn Tag EQ Q EQ ' �✓ CONSULT w/ARCH INFIELD DATED I /� INE OF NEW 2x10 PRIOR TO CONSTRUCTION m — ---_--- — El--e Tag _____1 FASCIA ABOVE - O NEW DOOR IS IN EXIST R LI _ . '____ r Dl Inmrbr Elevatwn Tag o yam'• iP p I I 2x10 1 11 INE OF EmsrING OUTDOOR SHOWER p� mO '�/ II � ` ' r M1�,fll 11,70 BE REMOVED x Iny e i Z9 � BATHS 1 KITCHEN , I I I NEW GARAGE DOOR S io �' Ad01 TILE FLOdR SALVAGED WOOD FLOOR 1 1 IN EXISTING R.O O o W �® C+ ,�F TYPE�X�GWB — SEE NOTE I I N1 ALL WALLS&CEILINGS ----T----I I I v�+9 �W;z FO`i}�9AF I9�P 3 A-000 _________ _____`____`- II o DINING u ------ ----- -- e o REFINISH WOODFLOOR TO REMAIN ,ll, 2 II -� -- _____-- M E R Y L x A A M E R • 1 I . L---� LINEOFIXISTING WAUS TO BE REMOVED(TYP) UP 'D A` -�--) ' I Z jl 105` N 10 ❑ 160 HO RTO NS LANE NEW GARAGE DOOR O "-O' p �= ' I __ _ 10 ——————— TO REMAIN POST IN EXISTING RO gLr/3Q- , I LMN� POST OFFICE BOX 1600 D�ULUNDRV DRY�R. REFINISH WOOD FLOOR ❑ 60UI MOLD.7NY8 71376 NEW TILE'FLOOR 2 OF EXISTING WALLS m k r r c h 11— LINE c a m TO BE REMOVED(TYP) p ¢1�; rn 1 i v 6 _A-007 ;S ASHER' M1+0 NEW 1 Ad02 3 Al dp _ ___�_.g w_.________. c'9 g i BUILT-IN NDWALL r^ 9 Y LVL FISH SHELVES TO STAIR NOSE _N=NEWS3)11J8'LVL DROPPED__ _; NEW(3)_y__ O --__ __----_- _-Z = c—_� i ; I AS CODE COMPLIANT HNEW EARTH CODECOMPLIANT REMOVE AND SALVA3E WOOD FLOOR w w NEW WOOD FLODR SEE NOTE GUARD/HANDRAIL (SEE Ad02) AS PER 2015 IRC n U —I UP SEC R311 7.8&R312 Lesser Maguire u = (,-43 110)WORK BENCH Residence 3 2x10 3 2x10 - x10 I 109 108) 925 Youngs Road (3) B Orient NY 11957 ALIGN NEN'WALLS -G. - 0ASCTM#(1000-18-1-A) w/EXIST FND WALL BELOW OA 1 OA OA NEWMASONRY STOOPNEW WINDOW NEW WINDOW LL ILOCATE DOOR FOR NEW WINDOW NEW WINDOW NTERIDR CASING IN COR ER IN EXIST R O IN EXIST fl 0 I IN EXIST R O IN IXI6r R 0 g7 1 MODIFIED STOOP FRAMING NOTE: STODP 4 w/BLUESTONE TPEADS&LANDING TO MATCH EXIST a� � — STUCCO WALLS&STEP RISERS L 4-INDICATES NUMBER OF JACK&KING STUDS FIIst Floor Plan UP PROVIDE(1)JACK&(1)KING SND AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE UP EXIST DOP 4'-11' 6'-7' V-10%, I W 7%,_ EXISTING BLUESIONE TREADS&LANDING TO REMAIN WOOD FLOORING NOTE I I I I NEW STUCCO VENEER 0 WALLS&STEP RISERS REMOVE EMSTING WOOD PLANK FLOORING FROM DEN&DEN CLOSET CL F E DEN TO RECEIVE NEW PINE FLOORING(SIZE TO MATCH EXISTING) RE-INSTALL(WEAVE IN)SALVAGED WOOD AT KITCHEN INSTALL PLYWOOD FLOORING UNDER CABINETS AND ISLAND AREAS SEE PROJECT MANUAL FOR FLOOR FINISH NOTES I SCALE As Noted 1� A-101 e o\ First Floor Plan 1-0 2 0 2019 Me ra 1]Kr Arch— oil Scale 114"= " I Woaw I BOARD MEMBERS 4 Southold Town Hall Leslie Kanes Weisman,Chairperson SUI 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora = Office Location: Eric DantesCA Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ® E TeL(631)765-1809•Fax(631) 765-9064 OCT 2 5 2021 August 19, 2021 " BUILDING DEPT. TOWN OF SOUTHOLD Meryl Kramer, Architect 260 Hortons Lane P.O. Box 1,600- Southold,NY 11971 Re:,: De Minimus Request, File#7378 925 Youngs Road, LLC, Orient, SCTM No. 100048-1-4 Dear Ms. Kramer; On August 10, 202 1,I issued a letter denying your de minimus request to relocate pool equipment to the northwest corner of the subject'property instead of originally proposed and approved location c'ose'tto the subject'dwelling. Prionto the issuance of my letter, I asked the ZBA Board Assistant to request that your office submit a letter to u§from the adjacent homeowner approving the change of location, since they voiced concerns about the pool location at the public hearing. Having received none,the denial was issued. Subsequently, we received a letter of consent on August 18,2021 from Mr. and Mrs. Hughes of 1025 Petes Hill Road, Orient; indicating their understanding that the new location of the'equipment'will be'within 10 feet of the side and rear yard and housed in a sound deadening enclosure with landscaped screening. I have determined that your request is now de minimus in nature since the change does not further increase the property's nonconformity. Therefore; the property owner has permission to relocate the pool equipment away from-the originally proposed to the newly proposed location as indicated in red ink on a copy of the "residential sanitary plan"dated October 30, 2,019 that you submitted to this office. Please be advised that the conditions set forth in Appeal No. 7378 will still apply. I' a �i byi o r f v fiedda i std O M-- � Ind ms`s `g �- . 15 a pfar s e i ting li ` ANYME 0"Tic"ta�g�r- `_'contact our office if you have any further questions or concerns; I will instruct the office to send a copy of this letter to the Building Department. -Leslie,Kanes Weisman Chairperson cc: Michael Verity, Building Department M E R Y L K R A M E R a r c h i t e c t OCT 2 2 6 0 HORTONS LANE TRANSMITTAL POST OFFICE B4OX 1 600 S O U T H O L D, N Y 1 1 9 7 1 Atlet-6m Town of Southold-ZBA Vi a: Drop-off 6 3 1 4 7 7 8`7 3 6 Address 54375 Main Rd(Route 25),Southold Date: October 25,2021 m k a r c h, i t e c t c o m Re: ZBA de minimus-925 Youngs Rd LLC CC: WE ARE SUBMITTING x Attached ❑Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 2 10/19/21 Signed and Stamped Surveys depicting the relocation,of pool equipment THESE ARE TRANSMITTED as checked below: ❑For Approval ❑For your use X As Requested ❑ For review and comment REMARKS: As requested in your August 19,2021 letter we are submitting(2)signed and stamped surveys that depict the relocation of the pool equipment at 925 Youngs Rd,Orient NY. mvsalx�e�+ mnercal�rr o�xsesm �uaan¢ xaa�aar.esc�nn lnorvgn*csnuna.a�eanm �lnaaal�rw rsr sr:�mcea¢mnsea� aslnn ucoemsra:' rex¢a�tmnexaarr>s�re ar+ �N?n�sbxaezomwaaa�aeara�>�na�maar�!ra�xxamm�r bt LEGEND EXIsnMG PROPOSED TO 6E R-7NOVEDSITE DATA SOIL BORING (S.B.#i) �,.�....,..��. -- APPLICAh7-- - _. r PROPERTY LINE ........................................... SHAf:�rN LL;`S:��f1 AI.4GLIRE N.Ts. 205 W 89n•/ S7 rrr APT 7S a 323 aEr' EDGE OF PA myrw NEW YORK, NY 100;W RHE 70 MWWV bBRSat RECEIVED et I�Usr ECwWI I #t TO t OMIVER ...............•........................... 925 YOUNGS ROAD /.LC �1TH n,SAM, ��� BUIL.DING ,, RNE S7Ln•SAND, TRACE 2r?5 FF! 89n/ ST74,L�T APT 7S 6Y3A iw ARA 10. INTO NEW YORK, NY 10,92.4 ^' 7N° SSE A4A W2 CHAIN LINK FENCE --X X- JUL 0 9 2020 (90 517E ADDRES.5. ................................ 925 )IOUN;GS ROAD Sas FAN£ TO COAIR E RUST 20' 7REE LINE �-�✓vv-� ORIENT NY 11957 BRow AND L/GMr SUFF=. CO. i-'-ALT-I SEFr` ICES BROPW SL!rY SAV OV7-WIF.AD WR FES --- OH LOT AREA ..................................... & 7.:10 SF OFFICE _ .,,� MAX RNE ORA WE CE�:B.•sy'."...•�-.;�A,t,T E ,T. /N70 CLEAN RIVE S 4w, GAS MAIN G USE ................................................ SIAIGLE FAMM Y DIVv9ZUJ1VG a'AC RNE 70 SUALL N/F D/SIMONE � GENERAL NOTES SANITARY LINE -- - S - --- 5---- -- s --- RESIDENCE EL 2&5 4;0' GE --O - - ---- 1100 YOUNGS ROAD fl�WV AW RUST !WATER SERI�ICE WS - 1. 7NlS PLAN Rr2FEREAOrCES A BOUI�'DARY AND TO,�'OGfi'.�FHlC SfJ�TVE PREPARED BY&4RRF.TT, SO 7M.-1000-18-2-11.1 irow aEAN SAND, BONACCI & VAN IMF_ELE, P.C. DA7FD JUNE 21, 2019_ APPROX. WELL SOW.r RNE 70 LARGE ROOF LEADER _,R 100 FOOT RADIUS 6PAK7.(SV AXSxLT 2. SEF ARCHITr'C7FJRAL PLANS PREPARED BYMt�IPYL KRAkEER ARCH/77-CT DA TIM SEP7nft?ER 12, E1 25s 1.0' DRAINAGE PIPE' ---•--D ------ 2019. RNE EMON SLrY ` SW� �E 70 7TIFF J. SEE LANDSCAPE PLAN PREPARED BY MARSHAL P.AE77FI. LANDSCAPE_ APa1177"C7URE FOE' \ OCG457adAL RIMEN U77-f I TY POLE DRAINAGE CALCOLA 77ONS. DRY6?ELL LOCA TONS AND 07HE'RSI TF IMPRO VE-AIIEV M PLAN DA 7F_9 ! Sravr MARCH 31, 2.070. ! I (SW 9F.LL EL 2Zs ra0' I MMVM M FE&T0M CLEANOUT 4. SUBJECT PROPERTY AS DESCRIBED PROPERTY. CLEAN SAND SWE FAKE 7O SaVA U ARA*7CONSTRUCTION NOTES N/F CASSID Y /A'T0 RNE Sit rr SAND,, GAS ME7FR � - - --- -- VACANT PROPERTY 7RACC&PAVE. 1. ALI. M.A7FRIALS AND METHODS OF THE CON57RUC770M SHALL COW"FORY TO THF STANDARDS AND 1015 YOUNGS ROAD PROPOSED POOL DRYWLL EL. las (Sw.lsw) 120' SPOT ELEVA770N 95.43 *94.50 SPECIRCA nO)VIS OF THE TOWN OF SOUTHOLD, 7RF. SUFFOLK COUNTY DEPAR7R ON S OF HEAL 17-1 TAX LOT 3 B'cA x4'DEPTH RNE EAROHN 5L rY SERWCES AND MANUFACTURERS SRE070477ON S AS APPLICA,Bff_. (SEE GEN. NOTE 3) I OR W4 SCAE� SOIL BORING {Fps 2. &FE VA77ONS ARE REFERENCED 70 N.A.KD. 1988. MEDVUM SAND IPROPOSED POOL MONUMENT. (_W/sr) SEPITC TANK EX/SnNG SANITARY SYSTEM J. ANY DAMAGE 70 THE PUBLIC RI,NT OF WAY OR NDGRBORING PROP£Rn£S AS A RESULT O�Fr x EQUIPMENT FOUND - E. 12s 2ao' sr C CONSTRUCnON AC77WnES SHALL BE IMMEDIA7ELYREPAIRLD AT THE CO.WRACTi7R'S EXPLWE S TO THE TO BE ABANDONED TLS • „ EXIS77NG OUTDOOR SHOFFFR 0 4'N 31.52 IUUSAL OBSMUC77ON A7'20t-O' SA RSFACnON OF 7HE ENCWNEER. FE I I°� �® 44d 0® E + .165.00 m BE REMOVED o.s'E 30.1 1 SA LFACt ANG POOL � o r r 4 WO LLS STANDARDS za.z za.1 0 1'6`W "-� 0'-�1 ----�-a- _.... - - '-�--� - SOIL BOR/NG PERFORMED BY � � PRO�CT DEMOUnOM1 INCLUDING Rc�illOVA._ OF F.XISITNG �AGYL/nE� ORA/NAGE SY:y7LA4S, BETA/NIA tF�.LLS a SLACKS TEST BORING, INC. AND OTHER STRUC7URES, IS TO BE PERFORMED GN CONT ORMA/tCE WITH THE REGULA TONS OF n%. TOkW vi 30.4 OF SOU77FIOLD, SCDHS AND ALL 077-IER APPROPRIATE AGENaES THE CONTRACTOR IS RESPONSIBLE FOR x 13/1E" 30.5 K."_ Lo 0 1, + 10 FOOT ACC SSORY SIDE SETBACK off• DA 7Lr 8/13/2019 /^�O OBTAINING ALL PERMITS FOR DEMOLJnON AND DISPOSAL OF EXISnNG S7,'xiICTURES AND A9A7FR7.�lL.'i. Lo DRYHELL /OPEN GRATE/A& COVER ��/J NO GROUND WA7ER ENCOUNTERED 5. AT NO TME SHALL DEBRIS BE BURIED ON THE SITE: ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE 3, PROPOSED ROOF DRYFFFLL. c� DISPOSED OF IN ACCORDANCE W 77i TOW, COUNTY, STA 7F AND FEDERAL LAWS, CODES AND x BOULDER z ,3, - 8'0 x 4'DEPTH o Q SOIL BORING GENERAL NOTES: ORDINANCES 30.2 _ 5 R'p �� 24" C 31.1 6 W4ERE f7LL MA7ERIAL IS REQUIRED /T SHALL CONSfST OF CRUSHED sMNE OR BANK RUN SAND AND LocuST �- Q 20 FOOT PR/MARY cn 1. NO WATER ENCOUNTERED. 1N/S COND/nON Sr�Ys/N EXts A�-8`6EZo�v PArFtd��r SrIB- e" 31. o� 51115 CZXCE YID 70 sayA PAW DT GRAVEL ATEE fROA�f ORGANIC OR OTHER UNSUITABLE MATERIALS THE MIM ENGINEER RESERVES THE x OAK ZS ti SIDE SETBACK < MA f NOT BE REFZEC77VE OF DA/L Y OR RIGHT 70 R& -CT ANY UNSUITABLE MATERIAL BROUGHT ON S17E'FOR USE AS FILL. 2.7 SEASONAL VAR/A77ON /N THE sA�fr ansnNG e� ( SL7LS 11f7F/dN 9`QF PAVDA£NT + p o J 2.5 GRCUNDWA7FR LEVEL. PAVflJENr2'BE»avD SUBMADE CO FACMD 70 959 7. PLACE 7RF_NCH BEDDING AND BACKfTLL MA7E'RIALS /N LAYERS NOT EXCEED/NG 12'/N THICKNESS WHEN 32.3 �+ 33.1 0� OX Thi-NGV/ W`' E REQ7J OF MAXIMUM DENSITY PER » x + b. 0 kv + ,., FOR PAI�MENT USING HEAVY COMPACnON EQUIPMENT OR 6 W WEN USING HAND OPERATED EQUIPMENT. COMPAC77ON <e _ tp RES7WA"aI(l7P) SHALL BE 95�'MODInED PROCTOR DENSITY: N/F HUGHES � �aI OQ 0 h0 S T > � 2. THE BOR/NG RESUL 7S REPRESENT AA�� T� B �- J SUL-SURFACE CONDI AT THE RESIDENCE ° Q 1 ?' s PAVE'4E7vT sUBwADE 1025 FETES HILL ROAD 8" 2.8 43.2 Q BOEING LOCA 170N ONLY Y AND ARE NOT OFF��£ x � PINL , ' �4r J� J aLx f 2 MAX (� J A INE CON IRA C70R IS nfREC7ED lt? V�'R/FY 1HE LOCA nON OF AL1 EXlS11NG U17UnES PR/OR 72? c 32.9 (,'ROSS/NG NECESSARX Y REPRESENTA77VE OF WELL WATER I 32.9 3z.a �0�� '` y �=-G G G » (SEE Ko7EBELO*) B�GANN/NG 63DRK, AND 727 TAKE MEASURES AS NECESSARY Til PROIFCT ALL U77UnES IN DED 1i7 m' 7� -r MA/NTA/N 18 VER77CAL COADI TONS A T 07HER LOCA TONS. REMAIN IN PLACE RIZOCAnON !VILE BE COORDlNAIED AND INSTALLED BY THE CONTRACTOR WI1H 7H£ I CO <v �4 APPROX. GAS SERVICE 1 31.90 CLEARANCE BETFFZr£N APPROX. WELL 4 3,.7 I RIM 35.&, (�� � G o 32'2 C �vs ,� APPROPRIA 1F UTILITY OW9VER. LOCATION a" Q (� ti o 4 30.7 + EXISTING WATER SERVICE x PINE "�' /NK .3 \� � 0' FI + .... .. .. 44.6' " c Q ^ySSS"Cy' �"� 33.1 AND PROPOSED DRAINAGE 9. A MINIMUM OF 10 FOOT SEPARA TON /S REQU/RED BE7NEEN WA 7E-R SERVICE L INE/1 A 7E'RALS/AfA/NS AND ASO' s" PINE ��'' Q ?r , `vs s PIPE RFE THE EDGE OF ALL STORMWA7ER DRAINAGE LEACHING STRUCTURES. MINIMUM 18 INCHES OF VsFRnCAL PINE ' CP 1.8`.V ' F�. Q W BACKRLL ABOVE• SEPARAnON BETHEEN HA7E'R SERVICE AND DRAINAGE P/PE. j�.0, S. '` �4•\ R/M 35.9 ! sPJF'Naw- w Q 36.8' �2 r "`» INK 30.4 ... G p..'..'..........:.. . BE. IN 10. A MINIMUM OF 5 FOOT SEPARA 770N /S REQU/RED BEIINEEN WA IE"R SERVICE UNE/L4 7ERALS/AfA/NS AND x 32.7 0 / f O EXISTING OIL TANK vs 7HE EDGE OF ALL S7t?RMWA7FR DRAINAGE NON-LEACHING S7RUC7URES AND ASSOC.'IATED PIPING. n N z + �' � ry ;f, ry��90 \ ??2. IN BASEMENT p Ld 11. 7HF CONTRAC70P /S RESPONSIBLE 70 SECURE ALL NECESSARY PERMITS PRIOR TO COMMENCING HV?RK. N r z.s f �.w. Ld D SR7PNtJNE �� o PROPOSED MASONP,Y Z SAQKRL: PLACED AL /N 12. ALL EX/SnNG UTILITY AND EVS77NG SANITARY SYSTEM LOCA AS PER APPUCANT/SUfFOLK COUNTY Z Y .-: Z x / �,, o QQ ��� �ry ; 4`12 3' STOOP � w r / 2 0 ,C V} Ld == e'LlFn' ON Bo7lds avEs of DEPAR7MENT OF HEAL 7H RECORDS. pU0 Q i h ,o .� o P U O a BOULDER ry7/� � APPROXIMATE > __ PIPE 70.5�WINaINEE.EVA7ON X x I s, J" ��,° LOCATION OF Q aWNG 12ASS d # OP Ar)MIME PRECAST CONCRETE STRUCTURE NOTES: cV a U-� = a �m ST Q I 'A %Q4� / , EXISTING (n to UNS'G7AME A!UML1 IS BVCOUNTERED 100.0 WELL 0 (�' DfAB7/GI? AVAIAa'V Cr AFF 11T VaEY 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT S7FEL REINFORCEMENT FOR TEMPERATURE Z /� AND SHRINKAGE,, TRANSPORT, AND TO ALLOW THE S7RUC7URE TO W HSTAND AASHTO H-20 x 74 / \ r ,/� Z PRE B OOL FOUNDAAMPS /N CLP FLAT UNCHA7IGw LOADING AT THE COVER CONDI77ONS SHOWN ON THE PLANS 33.0 ►N1N BAGYCf/LL TAAC.�iE7J/N 7V PIPE NAUNGYdES; AT /, Loc h ,A 0 Q 31'4 aW7RACrORS D&-0%7ILNL 33.3 s 1 }- ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRE7E STRUCTURES SHALL INCLUDE -� } + O 2�p 32.6 0 EX/S77NG GRA V2L+DRIVEWAY 3270 v U N07E5 MANUFACTURER'S CET 77RCAnON THAT 7HE STRUCTURES ARE DESIGNED TO WITHSTAND THE x / 3 . + I SAFRE 1. CLASS I, A; X OR IV COa/PACIM BACKRLL MA7MAI REOVIRED/N A;1 PIPE LOADS NOTED ABOVE p I h 32. SB 7 TO BE REMOVED ZaVF-S PER U-'CS(UN/RED SaL QUS50C47IGW SYSIEAdd), O 8 -� + 32.08 �^ '- J. ALL PRECAST S7RUC7URES SHALL BE MANUFAC77JRED HfTH 4000 PSI 28 DAY S7RENG7H 1 e" INLET OUTLET Z /F DEPTH Or 7RENCH Ea7aDS 5' 7HE cawwCTOR MUST PRowair=x/F�•7IHG AND BRAaNG OR A (0 x Locusr / SHEEnNG COX/N ACCORDANCE WTH O&YA RELZEAAONS AS AN AL":;'.!'AH& F Pc77MIT7Fa7 OY 7HE CONCRETE. / O GRAVEL DRIVE WAY - - -� E7VaN£E7Z THE 71tE7aG7/ 1lALLS MAYBE`GXlT BAGYC 7D A 1:1 aOPE i,7 PFaE IVAACIRAL ANQ.E•a� o31.7 37 7 - ` - - - - - - - - - - I I / REP( F Trac THE STkI, NH/QHEKR Es&PE47ER SANITARY SYSTEM! C/hLCUI.AT!®!�!S x Q '0' .Ti HHERE RPE/S/NSrNJW N17H LESS THAN 2'a-CIOWF ALL SAG ,C l PROPOSED 4 BEDROOM RESIDENCE PROPOSED DRYWELL MA75WAL 7HROVOYOUT 7HE PIPE ZONE IS TO fir CLASS/MA7MAL 'Z 3 MIN. 31.6 8'0 x 6' DEPTH 31.9 SEE PRECAST CP o + (SEE GEN. NOTE 3) ' 32.32 COYCRrrX N07ES PIPE TRENCH DETAIL MINIMUM SEP 77C TANK AS PER SCDHS STANDARDS FOR SINGLE FAMILY RESIDENCES z4~ PROPOSED ORlV2NJAY 24'ELYP UP >n 4'DEP1H I TABLE 2A FE 50� OAK o i o 30'FOR 4' TO 7'DAP1H �L I 4 BEDROOMS - 1,250 GALLONS/345F MIN. LIQUID SURFACE AREA 5.2•W � SEPTIC TANK PLAN EXPA SION ,i`�' MINIMUM LEACH/NG SYS7EM A.S PER SCDHS STANDARDS FOR SINGLE FAYX Y RESIDENCES 8 \ 33.3 TABLE 4 DEPTH TO GROUNDW47FR OVER 17 FEET,• 1 POOL; 8DIA. x 12' DEEP.- 77E_-', ,`�/ i Q RIM aFV 32.5* C 1 I , U Lr 35.3 MANHOLE FRAME AND LOV,MAIG CObrP TO GRADE , At/TARY SYSTEM. - cn lu 3 + 37.1 o (CA.VpBELL CAT No. 1104443 0? + ONISYM ARADE =HS APPROK V E6Y)AL) CASrIRON LOL74'1'NO COr£4P SEP77C TAAIK. CIRCULAR. 8' DIA. X 4'LD. - 1,250 GALLONS r 34.7 1 �- r LP RIM G".. 32.4* A U u - 7 2020 Q 33_7 0 3 .74 PROPOSED CLEAN-OUT, /�/�/� 1'0"MIN. W Q + MONUMENT SEE DETAIL (THIS SHEET) ��/�\/�; 2'o`MAX. � � / LEACHING POOLS. 1 - 8'0 x 12'DEEP LEACHING POOL FOUND /` • I 2 MAX. 7RAFnC B£AMNG �. �- U5E DUMMY RINGS CONCRETE 7t2°ST AB RNl57IED &PA E (300 SF �IDEFWALL AREA) q T�� r v p 20"AdrN 20'AI'N. _ _ __ _ GRAPHIC S l�tiLE "rr 'IpT U + AS REQUIRED ; CH/.dINEY 34.7 Q) 4+3 a+7 _ _� 2'MAX _ 20 o 10 zo 40 � 't� ? 1'MIN 2=6'MAX 41.1 /FILET 4'M?-55 PVC 6' z'`'•R%�aiZy�s. w6ci p • CR£CJGI3ALENTJ /NV 3,?.4 O o.D PRCYdED MIN. aRo /OUTLET 6 e e 4- I, �O C� 1/4 PER 1 INLET tP�� - - - - in I ( L'd FEST t� + �.� (55LFf) 'q� INV 255(rY-.) w N , �� - - - - - - - - 1 inch = 2t) It. o '0 4-S73P-T5 PIS PROPOSED FENCE A +� B. F DR OP WA ,3 OP EtTU/VALE7IT � TEF P171:7dED MIN. 0 40.5 41.4 Cl LL -��, 1/re"PER 1' � � � 7/07/2020 M✓W REVISE PER LANDSCAPE ARCH. PLAN (DA 7ED 3/31/2020) 39.4 44.3 + _w 3" ©®CM CM MM EM ED ME EE 3/12/2020 AIJw REVISE PER SCDHS COMMENTS (2/25/2020) MIN. III 3'MIN. 3a co® MM cm ® M FM IME 2/03/2020 Afm REVISE POOLAECK ETC PER LANDSCAPE ARCH PLAN (1/31/2020) S 60'�4'00" UN 14-7 03' COLLAR --PRECAST SAN/TARY RINGS B=o"DVA _ I m m M ® 3m = M EM m 1/31/2020 M✓W ADD DRYF4xfU S11?EWSE PER SCDHS COMMENTS (11/14/2019) N/F HUGHES E _I M"V m®® Mm ® = EM®1 I Date By Revision / RESIDENCE +33.06 S PRECAST IIS 1025 YOUNGS ROAD 1,250 GAL. SEPTIC TANK C0VCR_7F Qeod/NDt�'A E.1-t�DIA 1s5 II� Designed by: IvUW Drafted by: MJW Checked by: MM / WELL WA TER SIRUC7URE NOTES I SAaMLL MAWWAL TO BE -r TAX LOT 5 III �GYE"AN SAND AND APA r£L . 6'M/N. PEN£7RA AAN/N7t7 NRpN 016 U a���SEPTIC SYSTEM DETAI! --! STRATA OlF SAND AND ARArE. . .fi;,,, ., ;, . �ry CAMPaaL FRAME& COVER MODE. Na 1735 FOR T. APPROX. WE14'OPDVING OR APPROVED EWAL N.T.S. irh {?, '• y i LLC& Q! 57OPPD?OR Elm PLUG LEACHING POOL - `r'' ) � � 00 FOOT RADIUS '�! 167118'71.4'CONIGBEIE PAD ' Van Weele, PC Engineers • g' Surveyors 9 Planners SCDHS APPROVAL STAMP 175A Commerce Drive Hauppauge, NY 11788 T 631.435.1111 F 631.435.1022 PVC PIPE 1 SUIT"OLK COU TY DEPARIPNIENT'OI'r IEA!.i�!S-E V!C i 4 www.bbvpc.com 30•EZBOW ! 45'EZBOOS• 60'wYE $" ''.7ta1 I`FOR hP'.°:+.vVT1r 1, "Tra Sr n,.R ��^^rrg r' C C;�.4:..,..t- .,:•II, .E �,:. Tax Map No.. DISTRICT 1400 SECTION 18 BLOCK 1 LOT 4 Lo MAIN ROAD _ Af;'i�•OV D�� - UN' MAD S.R. 25) � a-,%I ku�- „� a , , � CLF Nr US ALTE1dYVA7E A AL7E7TNA X 18' '' BB�II"���iii►►► LL » . �tea, IN ALL WEKI'S, USE ALL 7EPNA ZF A FOR PENDS, USE AL 7ERNA 7F »B»FOR BUILDING EXTEnIsraA/s/coNNEcnonrs TOWN OF SOUTHOLD SUFFOLK COUNTY, NY CLEANOUT ����8� _ '"_• syst 3?'o,"C't F:.:,in aEAlllouT DETAfL FOR AREAS NOT SUBJECT 7D, rE7Y/aruR 7IPAFRG cc;- f3m_-mcc E l.L N.T.£ ` ;r _`Rw�]'y �(�u�a ppepyy �d!'� ®Bn Y{ I AAL ffa�pv 5 i'X.' xrdh�.r. •'ti S,,.fie d I. ZC r �-71fI! lCtr:' �a �I�� 4�'� w"3�}"'"� ALTERATION OF THIS DOCUMENT, EXCEPT BY 4 I FLY1 A LICENSED PROFESSIONAL ENGINEER IN SCDHS REF# R10-19-0124 ACCORDANCE WITH SECTION 7209 OF NEW r';` YORK STATE EDUCATION LAW, IS ILLCGAL © 2020 BBV PC ` �j' ,_,......-.-....-....,. .-........_....1 Date Scale Project No. Sheet No. LM: SAN IN, ��� � VIEW: SAN r;° y OCTOBER 30, 2019 1"=20' A190134A ofLi 191A1901341DWGVA190134ASP.dwg,7/7/2020 2 41 38 PM,DWG To PDF pc3 LEGEND EXIS77NO PROPOSED TO BE REMOVED SITE DATA SOIL BORING (S.B.#1) PROPERTY UNE --- APPLICANT........................................... SHARON LESSER MAGUIRE N.T.S. 205 If 89TH STREET APT. 7S EL 32.5 0.o' EDGE OF PAVEMENT NEW YORK, NY 10024 FINE 70 MEDIUM BROW et RUST G #170 BU/LD/NG W7H ORGANICS INTO OWNER ........................................... 925 YOUNGS ROAD LLC FINE SILTY SAND, 7RAX 0 0 205 w 89TH STREET APT. 7S COARSE QRAVn INTO NEW YORK, NY 10024 'w SAND, SOME CHA/N LINK FENCE -x x- peA SITE ADDRESS ............................... 925 YOUNGS ROAD FINE 7i'J COARSE RUST Ez 305 2.0' 7REE LINE ORIENT, NY 11957 BROWROW AND UGYWD OVERHEAD WJRES OH .......................:............. 32,730 SF eRoi►N SIL TY SAND, LOT AREA 7RAI F FINE ORA KI IN70 GLEAN FINE SAND, GAS MAIN G USE ................................................ SINGLE FAM/L Y DWELLING SaM£F7NE 70 SWALL N/F D/S/MONE ��� SANITARY LINE' S S S GENERAL NOTES RESIDENCE EL 2615 4,o• 1100 YOUNGS ROAD FINE 70 MEDIUM uQWr WA IFR SERNCE WsaRoI 7H/S PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SUR VVFY PREPARED BY BARRETT, SCTU.•1000-18-2-11.1 BROW N AND RUsr GLEAN SAND, BONA CCI d'c VAN NEELE, P.C. DA IED JUNE 21, 2019. APPROX. WELL SOME FINE 70 LARGE ROOF LEADER R 100 FOOT RADIUS WAWL 4CF SILT 2. SEE' ARCH/TFCRIRAL PLANS PREPARED BY MERYL KRAMER ARCHITECT, DATED SEPTEMBER 12, EL 25.s zo• DRA INA GE PIPE Q 2019. FINE BROMN SILTY SAND, TRACE FTN£ 70 7REE 3. SEE LANDSCAPE PLAN PREPARED BY MARSHAL PAE7ZEL LANDSCAPE ARCH17EC711RE FOR \\ OG1C WAL BR� U77LITY POLE DRAINAGE CALCULATIONS. DRYNELL LOCATIONS AND OTHER SI7F IMPROVEMENTS, PLAN DATED I S70NE MARCH 31, 2020 i I EL 225 O rao' MEDIUM 70 f7NE BROW CLEANOUT ® 4. SUBJECT PROPERTY/S DESCRIBED PROPERTY. I GLEAN SAND, SANE FINE 70 SMALL QeAPa CONSTRUCTION NOTES N/IF CASS/DY AN 70 RAE-%TY SWD, GAS METER VACANT PROPERTY 7RACC QPAIEZ 1. ALL MATER/ALS AND ME7HODS OF THE CONSTRUC770N SHALL CONFORM TO THE STANDARDS AND 1015 YOUNGS ROAD PROPOSED POOL DRYNELL EL 2Q5 (SW/-W) 1201 SPOT ELEVATION +95.43 {`94.50 SP£C/RICA77ONS OF 7H£ TOWN OF SOUTHOLLD, THE SUFFOLK COUNTY DEPARTMENTS OF HEAL TH TAX LOT 3 8'0 x 4'DEPTH 1% f7NE BROW SILTY SER14CES AND MANUFAC7URERS SPEC/FICA AGNS AS APPLICABLE. SAND, SOME COARSE SOIL BOR/NG II (SEE GEN. N07F 3) GRA W4 Sow aEAN 2 EZEVATIONS ARE REFERENCED 70 N.A.V.D. 1988. I Ow/sv) J. ANY DAMAGE 70 7H£PUBLIC RIGHT OF WAY OR NEIGHBORING PROPER AES AS A RESULT OF x MONUMENT SEPTIC TANK C. CONS7RUCAON ACnv477ES SHALL BE IMMEDIATELY REPO/RED AT THE CON 7RACTOR'S EXPENSE TO THE EXISTING SANITARY SY57E71! � FOUND I � Ez 125 20.0' FE I TO BE ABANDONED T� N 80'44'00" E + 165.00' Q70 BE REMOVED SHOVER 0.0.4'E 3p•1 3.2 REt7/5'AL ABSTRUCnAN AT 20'-O' o SATISFACTION OF THE ENGINEER. 1.8•w x SCDHS STANDARD 28.2 28.1 SANITARY LEACH/NG POOL i� o 4. PROSECT DEMOLITION INCLUDING REMOVAL OF£X/SANG FAC/L/AES, DRAINAGE SYSTEMS, RETAINING WALLS I -a'i0���- -a -- ��-- -- SOIL BOR/NG PERFORMED BY AND 07HER STRUC7URES, /S TO BE PERFORMED /N CONFORMANCE WITH THE REGULA TIONS OF THE TOWN + SLACKE TEST BOR/NG, INC. OF SOU7HOW, SCDHS; AND ALL OTHER APPROPRIATE' AGENCIES. 7HE CONTRACTOR /S RESPONSIBLE FOR 30. o� DATE: 8/13/2019 OBTAINING ALL PERM/75 FOR DEMOLITION AND DISPOSAL OF EXISTING S7RUC7URES AND MATERIALS. PROPOSED POOL io�76" 30.5 a Lo STw + 10 FOOT ACC SSORY SIDE SETBACK OO E(X1/PME7VT W11H SOUND I NO GROUNDWATER ENCOUNTERED DRYNELL /OPEN GRA 7EI 1H COVER 5. AT NO TIM£ &PALL DEBRIS BE BUR/ED ON 7HE SITE: ALL UNSU/TABLE MA7ERIAL AND DEBRIS SHALL BE DEADENING ENaOSURE W7H O PROPOSED ROOF ORYNfZL e 32 DISPOSED OF/N ACCORDANCE W17N TOWN, COUNTY, STA 7F AND FEDERAL LAWS, CODES AND TREE PLANTINGS SCREWING x Loc T } z S ��0 °' ¢ 8'!r x 4'DEP 7H p ? ORDINANCES. eouL ER < SOIL BORING GENERAL NOTES: I 30.2 .' c o 31.1 6. WHERE FILL MATER/AL /S REWIRED, /T SHALL CONSIST OF CRUSHED STONE OR BANK RUN SAND AND + q� 20 FOOT PR/MARY cn 1. NO WATER ENCOUNTERED. 7N/S GOND/TION scs Av Exc�xs O�9 BELOW PAVEJI/E7VT SY�B- 8" 31. °:ti�; = o� Q?AL11E COWAC7ED 70 907 AA. W70 T-99 CT/?AVFL FRE£fRAN ORGANIC OR O1NER UNSU/TABLE MA7FR/ALS THE TOWN ENGINEER RESERVES THE x OAK -. 3'J ;;.. S/DE SETBACK / Q MA Y NOT BE REFLECTIVE OF DA/L Y OR RIGHT TO RESECT ANY UNSU/TABLE MA ZER/AL BROUGHT ON SITE FOR USE AS RL L. 00 SEASONAL VAR/A77ON /N THE sAwurDasats MrnnN 9'Q�PA4EallE]VT GROUADWATER LEVEL. PAM011T 2'BEYtihD 33.1 OD X � Qy ,Q� b SENWADE COMPACTED 70 95� 7. PLACE TRENCH BEDDING AND BACKFILL M47ER/ALS IN LAYERS NOT EXCEED/NG 12"IN THICKNESS WHEN 32.3 '� "'.'°' p� ' Q FOR PAWgWDIT OF MAJI2A/l/M DE1W57TY PER USING HEAVY COMPACTION EQU/PMENT OR 6" WHEN USING HAND OPERA IED EQU/PMENT. COMPACTION + h' o �'0 S 7 :,.x, : �p 2. THE BOR/NG RESULTS REPRESENT AA.W7V T 99 NII~HUGHES 61 v 0 h RESTo�Anav(7YP) 51/ALL BE 95X MOD/F!£D PROCTOR DENSITY a f , c�x.. s .- SUB-SURFACE COND/TIONS A T THE RESIDENCE QQ` Q 7+ ;°; I l d PA►�Nr su"ADE 8" 'l�2.8 ,;:; r rr, 2 Q BOR/NG LOCA TION ONLY AND ARE NOT Oa •r 2•MAX (►iriErrE APPucAEt!E) 8. 7HE CON TRAC7OR /S DIRECTED 70 VERIFY 7N£LOCA A0N OF ALL EX/SANG UTILITIES PRIOR TO 1025 PE7ES HILL ROAD x a PINE .'. :w . . CROSS/NG. 32.s a NECESSARIL Y REPRESENTA AVE OF WELL WATER 3z.s 32.4 • ;; •kr�<°� - A y� c c-�-T c " (-q 1-MD1E B'�011) BEG/NN/NG WtORK, AND TO TAKE MEASURES AS NECESSARY TO PROTECT ALL UALI AES lN1ENDED TO i + .,, ;, �� ��� APPROX. GAS SERVICE 3,.so MAINTAIN 18 VERTICAL COND/TIONS AT OTHER LOCATIONS. PLACE. RELOCATION WILL BE COORDINATED AND INSTALLED BY THE CONTRACTOR WITH THE APPROX. WELL ''' ` 2C� 32.2 CLEARANCE BETNEEN REMAIN /N LOCATION a 32.7 I RIM 35.9 %`: 2h + APPROPR/ATF U77UTY OWNER. 6" d ";' ry O° 30.7 x PINE + /NV .3 ,.� :�'�:° '- � �? EX/STING WATER SERVICE f' .�, ° + AND PROPOSED DRAINAGE 9. A M/N/MUM OF 10 FOOT SEPARATION /S REQUIRED Bmrm WATER S£RwcE Uwli-A ERALS/MA/NS AND 1sO' a- PINE ;ti` o• �m P i� 331 4S t PIPE 7HE EDGE OF ALL S70RMWA TER DRAINAGE LEACH/NG STRUCTURES: MINIMUM 18 INCHES OF VERTICAL PINE CP _ _ �_�F• 0 �m I BAL191L ,BOW SEPARATION BETNEEN WATER SER NCE AND DRAINAGE'PIPE. l 1 > 1 I O Q SPRAVGY/hE 70 q?p. �s:.. ' 34. R/M 35.9 ,F ........ ..... .. a 36.8' 30.4 AD .'.... '' ::;; ';; �:�Z AV 10• A MIN/MUM OF 5 FOOT SEPARATION /S REQUIRED BET HE£N WA TER SERVICE LINE/LA IERALS/MAINS AND x ;,a.• :• T' 7HE EDGE OF ALL S70RUWA TER DRAINAGE NON-LEACH/NG STRUC7URES AND ASSOCIA IED PIP/NG. W + EXISTING OIL N ° 1 . '= a ' ° rye' "a*. � ?�. IN BASEMENT p ^ z W 11. THE CONTRAC7VR IS RESPONSIBLE TO SECURE ALL NECESSARY PERMITS PR/OR TO COMMENCING WORK. N 04 w w •-.t .- 2.8 -.Y:. PROPOSED MASONRY v W .... D Z F- �. " / s= `r q� P Trym S700P 0 � W Z _- BAa0 LL PLA CEO AL7DWAMEYN 12. ALL EXISTING U77UTY AND EXISTING SANITARY SYSTEM LOCATIONS AS PER APPLICANT/SUFFOLK COUNTY o v o O Z BOULDER / �? "G�• �'� I y I W =_ _= B'UF15 Gw BO7 Ws SUES O`• DEPARTMENT OF HEAL 77! RECORDS FO O Q / ry� ." / APPROXIMATE > _= PPE 70 Si'RwG(/NEEZEVA7aN U N X M cx 0i I z2s � LOCATION OF � � Q BEmwG(a.ASS c 1 OR/)NEW PRECAST CONCRETE STRUCTURE NOTES: M ST Q / 'P .rj ► EXISTING V) ' L4YSYA'TAEL£#AIDRIAL IS DVC0UvM?M WELL r, (� M D61iDw6EXGAVA70V OF PPE 1JPF1VMY 1. ALL PRECAST STRUC7URES SHALL INCLUDE SUfnclENT STEEL REINFORCEMENT FOR 7E'MPERA7URE I O `,p s 100' V �� AND SHR/NKAGE, � 1RANSPORT, AND TO ALLOW 7HE S1RUC7URE TO WIIHSTANO AASHTO H-20 x t Z Z PRE-SHAPED FOUNDAnow OR FLA rfvuwAmw ���!�� � �� LOAD/NG AT 7N£ COVER CONDITIONS SHOWN ON THE PLANS. 14 CA ! \ 33.0 / z �_ W7H 840MLL TAMPED IN70 PIPE HA(A OES, Ar Loc ,p /p 31. O \ CON7RAC70Rs DISY,Yt£nW 2. ALL SHOP DRAWINGS AND DR/LL SHEETS FOR PRECAST CONCRETF STRUC7URES SHALL INCLUDE 333.3 I+ sz.s t EVS77NO GRAVEL DRIVEWAY 32'70 �-' 0 NOTES MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND 7HE 0 x // ` 3 . + O ( BAFFLE L GLASS/, /, N OR IV COWAC7ED BAa0I7LL M47DWAL REONR£D IN ALL PIPE LOADS N07ED ABOVE. to 32. SB 1 TO BE REMOVED I ZavES, M USCS(OWIED SIX aASSYF/CAnav srs7El/� I 1 s" - 31 a I + 22.011 2 IF DEP7H OF nWiC W EXCaVS 5' 7w canucrole MUST FiRONDE-warwo AND BRAaNG aP A 3. ALL PRECAST STRUCTURES SHALL BE MANUFAC77JRED WITH 4000 PS//28 DA Y STRENGTH (� x LocusT / INLET OU11ET SYWEFIiNG BOX NV AG1G1pRDANLE M%IH OtSJWA REl,Y/LAIIGWS AS AN ALIERNAI£ /F f9E]PAN77ID BY 71 COWCa4ETE. / _ GRAVEL DRIVEWAY REPOSE FCR THE Sar, W#CI EW?IS QREA7M SANITARY SYSTEM CALCULATIONS r - O &"NEER, VE TRE IVOY WALLS MAY BE CUT SAG7r TO A 1:1 SLa'E OR THE NA7URAL ANGLE OF O I d '0,\ 31.7 31.7 - - - - - - - - - - - ( I ` / W7H UW THAN 3 MIN. PROPOSED DRYNELL a ,A�PPE IS Is 7v Br� 'IAmwAU PROPOSED 4 BEDROOM RESIDENCE Z M 31.6 8'! x 6'DEP7H 3,.s aEE PRECAST CPo + (SEE GEN N07F 3) I 32.32 £SMUC7NOTES PIPE TRENCH DETAIL MIN/MUM SEPTIC TANK AS PER SCDHS STANDARDS FOR SINGLE FAMILY RESIDENCES FE 550% OAK O 24" PROPOSED DRIVEWAY 24'F07 UP 70 4'DEP7H I TABLE 2A 30'FO? 4' 70 Y DEP7H 4 BEDROOMS 1,L I - 250 GALLONS/34SF MIN. LIQUID SURFACE AREA / /o - 5.2'W / EXPA SION �`� 0 SEPTIC TANK PLAN MIN/MUM LEACH/NG SYSTEM AS PER SCDHS STANDARDS FOR SINGLE FAM/L Y RESIDENCES e \ 33.3 TABLE 4 V \ FF-AA Q D£P7H TO GROUNDWATER OVER 17 fFET,• 1 POOL, 8V/A. x 12'DEEP. Q � M EZEV 325.* 35.3 MANHOLE FRAME AND LOLWNG OR C04ER 70 Q4ADE SAN/TARY SYSTEM.• y 3 + 3+1 I "� N m � o ,u(CAMRSELL CAT Na 0 j CAST/Rov LodawG COW? SEPTIC TANK. CIRCULAR. 8' D/A. X 4'L.D. - 1,250 GALLONS Q 3+7 34.7 o I 3 .74 PROPOSED CLEAN-OUT, /�/�/� 1=0',M/N u'Rall£[E►! '3241 W Q + MONUMENT SEE DETAIL 7N/S SHEET ��i��/�� 2=0'MAx / LEACH/NG POOLS. 1 - 8'0 x 12'DEEP LEACHING POOL W FOUND ( ) /� \� ? MAY TRAFFIC BEARING FTNISAW GRADE 300 SF S/DEWALL AREA 34.7 + USE"DUMMY RINGS 2D'M/N N 20"MIN 0AMNE>F 70°stAe ___ _ __ ( ) GRAPHIC SCALE AS REQUIRED G3//MNEY + N 40.7 =III - - -III-III-III_ W 40.3 -I- �� .= io 1'MIB4L 2'-8'MAX 20 0 10 20 40 SO V + 41.1 2'MAY c 8. ~ + INLET 4'SDR-35 Pw- INLET A 4 T -1 11= O O ,/►'O• INV 3a4 OR EQU/VAL&T 293 _ :� q/7(ET I - / IN FEET O 114-ED MIN " T /NV 288 INLET LPA, - - - 41- 0.0 ip I- l 0 O '•hO� (55LF- 1 to f INV 2Q5("P.) N I � _ _ 1 inch = 20 ft. o PROPOSED fE7VCE �� BAFFLE wuL DROP ME 1 m/MrLo ' ' - - - ' ' � � II � 10/19/2021 MJW REVISE LOCATION OF POOL EQUIPMENT 40.5 41.4 -r1• 1/8'PE7P 1' = 7/07/2020 MJW REVISE PER LANDSCAPE ARCH. PLAN (DATED 3/31/2020) 39.4 + 44.3 +___ 3- m m ® ® ® m m t� Q 3/12/2020 M✓W RENSE PER SCOHS COMMENTS (2/25/2020) -" MIN ' ' • 2 3'AAN m m m ® ® ® �m F 2/03/2020 MJW RENS£POLX/bECK ETC. PEST LANDSCAPE ARCH PLAN (1/31/2020) S 80'44'00" W 147.03' Ca-LV uR PwcA.sr swrARY R/Ncs o 8=0'DSA. IM m m ® MM MM EM IM IS31 1/31/2020 MJW ADD DRYWELLS11REVISE PER SCDHS COMMENTS (11/14/2019) NIF HUGHES I 'I � ? 3'ARV mmm ® ® ® mmm - I II. Date By Revi:.io, RESIDENCE +33.06 CpNO sT 2 L GROCWWWA EZEV 165 III Desi ned b 1025 YOUNGS ROAD � 1,250 GAL. SEPTIC TANK 57RUC7URE�� e'DIA � 9 y: MJW Drafted by: MJW Checked by: MM i HELL WA TER MAlE7�AL III= / TAX LOT 5 CLEAN SAW AND GRA 142 i - eSRArA OF��AW�fIMR a ISBarre SEPTIC SYSTEM DETAIL HI TI �ry CAAIPB£LL FRAME& ORA Ma�L Na 1735 FOR B O n a C C i & APPROX. WELL � 14"OpEJV/NC OR PARGt4D EWA N.T.S. Q� LEACHING POOL 1 00 FOOT RADIUS S7t7wPER OR DVD PLUG Bldg Dent copy from Z8A 18W8 X4'CONCRETE PAD Final re'. : :a+documents :< zBA F,I,. . -7s-rg Van Weele, PC - Date; / / • ��"., D4VAla„*nUP V�etb4W�, Engineers Surveyors e Planners Iv SCDHS APPROVAL STAMP 31 lit ac)al 175A Commerce Drive Hauppauge, NY 11788 PPC P,PE T631.435.1111 F 631.435.1022 www.bbvpc.com 30'ELBOW 45'EZBD 60•w>E I Tax Map No.: DISTRICT 1000 SECTION 18 BLOCK 1 LOT 4 - -- -► -► 0 C T �� 5 2021 nAA'N ROAD 925 YOUNGS ROAD OF NEh/ r LM . 925 YOUNGS ROAD LLC .A. AIEpE77NA1E L RNWA 74 co R O AL 1E /,L � IN ALL VIEWS, USE ALTERNATE 'A"FOR BEWS,• USE ALTERNATE• "B"FOR BU/LD/NG 1. EX7ENSON5/CONNECTIONS '-- a TOWN OF SOUTHOLD SUFFOLK COUNTY, NY CLEANOUT DETAIL 5 GLEi1NOUT DETA,L rm AREAS NOT SVB,EGT>o ww/G>IL4R »PAMG 07228RESIDENTIAL • SANITARY PLAN ?, ALTERATION OF THIS DOCUMENT, EXCEPT 8Y A LICENSED PROFESSIONAL ENGINEER IN SCDHS REF# R10-19-0124 y ACCORDANCE WITH SECTION 7209 OF NEW YORK STATE EDUCATION LAW, IS ILLEGAL © 2020 BBV PC LM: SAN ., 1. 1;� �, VIEW: SAN �, " /, �/��;� Date Scale Project No. Sheet No. _,,,,,,,i,, ti OCTOBER 30, 2019 ill-201 A190134A 1 of 1 K:\Da19\1190134\DWG\AI90134ASP.dwg,SANITARY,10/19/2021 1:37:36 PM,MW,MW LEGEND EXIS77NG PROPOSED TO BE REMOVED SITE DATA SOIL BORING (S.B.#1) PROPERTY LINE -- APPLICANT........................................... SIyAROW LESSER MAGU/R£ N.T.S: 205 W. 897H STREET APT. 7S EL 3Z5 ao' EDGE OF PAVFME7VT NEW YORK, NY 10024 RAE 7D MEI.%W&WW RUST BROW 7L1°SMOWNER ........................................... 925 YOUNGS ROAD LLC Wfi'ORGW=AVID BUILD/NG ��-----�� RAE SILTY SAND, TRACE 205 W 897H STREET APT. 7S ca4AW GRA WfL' /N7D NEW YORK, NY 10024 a£AN SAND, SAVE CHAIN LINK FENCE GRAVEL -x x- SITE ADDRESS ............................... 925 YOUNGS ROAD EL 325 (w) 20• TREE" UNE ORIENT, NY 11957 FA'V£ TD ca4RSE RusT BROWWWI/SE rY sANAND t/wq OVERHEAD WIRES OH LOT AREA ..................................... 32,7309- INT Ea4o�v IRA CE RN£QRA VEL NTD aEAN FINE SAND, GAS MAIN G USE ................................................ SINGLE FAMIL Y DM£LUNG S0111C ME M MALL NIP-DISIMONE RAM/SV SANITARY UNE S S S GENERAL NOTES RESIDENCE EL 115 'go' 1100 YOUNGS ROAD RAE om� �T WATER S£RNCE INS 1. THIS PLAN REFVE ERENCES A BOUNDARY AND 70POGRAPHIC SURY PREPARED BY BARRETT, SC TY.-1000-18-2-11.1 BROW a,UV SAND, BONA Ca & VAN W>t' & P.C. DATED MUNE 21, 2019. APPROX. WELL SOME FINE 7D LARGROOF LEADER R aPAwu, 7RAar SILT 2. SEF ARCI•I/TEC7ZIRAL PLANS PREPARED BY ME KRA MER ARCHI7FCT, DATED SEP 7E1/BER 1z (SWI 100 FOOT RADIUS a' 2019. EL 2;5 �o• 1RE£ FTN£BRONN SILTY SAND, TRACE FIVE 70 U11UTY POLE `� 3 SEF LANDSCAPE PLAN PREPARED BY MARSHAL PAE77EL LANDSCAPE ARQy/TEC7IIRE FOR �MMAL A HELL ® DRAINAGE CALCULATIONS: DRYWELL LOCA77ONS AND 07HER SyTE/MPROVFMENM PLAN DATED I S7 W£ CLEANOUT ® JANUARY 31, 2020. I i EL 2Z5 (w) fao• 4. SUS.ECT PROPERTY IS DESCRIBED PROPERTY. MEDR/M TO FINE BROW GAS METER arM F7NsSNAALL°' SOW zCONSTRUCTION NOTES N/F CASSIDY pFM FSE TY SAND, SPOT EZEVA77ON +95.43 *94.50 VACANT PROPERTY 7RACE GPA W2 1. ALL MATERIALS AND METMODS Or ThE CIOWSMUC77OV SMALL WNfORM 772 WE STANDARDS AND 1015 YOUNGS ROADEZ e25 (Sw/_w) ' SO/L BOR/NG SIPEA'RCAPONHS OF 7HE 70WV OF SOUTHOLD, INE SUFFOLK COUNTY DEPAR7WNT5 OF HEAL 7H SIL f2o TAX LOT 3 RAE BROW Ty � SERWOE"S AND MANUFAC7URERS SPEaYF7'CA77avS AS APPUCABLE. PROPOSED POOL DRYW£LL SAND, ".-ca4RSE I GRAVEL, Saw aE4N ® r � 2. E7.EVAnONS ARE REFERENCED 7V N.A.V.D. 1988. 8/ x 4 DEPTH I AMZVUW SAND SEPTIC TANK L I PROPOSED POOL MONUMENT I (w/13r) 3 ANY DAMAGE 70 THE PUBLIC RIGHT OF WAY CR NEIGHBORING PROPERTIES AS A RESULT of I EXISTING SAN/TORY SYSTEM £IX1/PMENT FOUND Ez fzs 220' COYS7RUCTIOW ACTIVITIES ShALL BE IMMEDIATELY REPAIRED AT 7HE CaVTRACTCRt. EV99VSE' 70 7HE o.4-N SAN/TARP LEACH/NG POM o SA 773 ACnO�N O+� 7H£ENGINED?. 7a BE ABANDONED Tif � " • EXISTING OUTDOOR SHOWER 31.52 REFUSAL ABs1RUC7KW AT?0=o' N 80 44 00 E + 165.00 o.s'E 30.1 + 4 PROTECT AENCY/nOW INCLUDING REMOVAL OF DOS77NG FACIU)7= DRAINAGE SYSTEMS; RETAINING WALLS FE x SGOHS STANDARDS 26.z 2a1 TO BE REMOKD 1.8'W - 0 - -- -- -- SOIL BORING PERFORMED BY AND 07MER S7RUC7VRE.% IS 70 BE PERFORMED IN CONFORMANCE Nl7M THE REGULATIONS OF THE 7OWN + OPEN GRA 1E/INH COFR S 30. TEST T BORING, INC. OF SOU7HOLD, SL'DH.% AND ALL 07MER APPROPRIATE AGDVaES THE CON7RAC70R IS RESPONSIBLE FOR I � ORYWL�LL / x73%16" 30.5 ° 10•• + 10 FOOT ACC SSORY SIDE SETBACK 00 DA TE. 8/13/2019 OBTAINING ALL POW175 FAR ASWOLIBaV AND DISPOSAL OF DUND STING SMUC7VRES AMA7EPIALS: I LO ___LOCUST _ BE 32 PROPOSED ROOF DRYNfZL NO GROUNDWATER ENCOUNTERED 5 DISPOSED a'I ACCORDANCE WZY 7OWV, CWNn; STA ZES BE BURIED ON ?HE SITE ALLUAND I DTAL LA�Ii^Sy�C AND AND SHALL x BOULDER 2 C 8'I x 4'DE7P7M 0 z ORDINANCES + s I 30.2 Q SOIL BORING GENERAL NOTES:0� � Locusr { ogre 31.1 6. WHD?E FILL MATERIAL IS REWIRED, /T S�/ALL WN57ST OF CRUSHED S722VE OR BANK RUN SMD ANO 1. NO WATER ENCOUNTERED 1N/S CONE/DON SLICS AV E7tCE3.S Q�'a'EI ZOW PAIf�IENT Sril4- 37 O 20 FOOT PRIMARY O� to �A� y y� 7-� GRAVFZ. FRED FROM ORGANIC OR 07HER UNSUfrABLE MATERIALS 7M£ 70W V DVG/NED? RE',aW S 7HE x OAK , SIDE SETBACK . Q MAY NOT BE REFLEC77W OF DA/LY OR R/GyT 722 RrxCT ANY UNSUITABLE MA7D?IAL BRWGHT OV SI7E FOR USE AS FILL ISEASONAL VAR/A DON /N 7M£ sAMgvT EaTs1�w^ oy z.7 ti�•9.- e�` M a SMS MI71AlV#'OF PAV9d]VT t 33 1 5 Op X GROUNDWA IFR LEVEL. P INDVOIlf �vr AMb OF AMAge c nAC7m 7n r 7. PLACE 7REVAy BEADING AND BACYCFILL MA7E77/ALS IN LAYERS NOT EXCIEED/NG 12'/N 7H/G�CNESS NHEN x 32'3 �' 0 • ,., ,` 0� 0 FOR PAWSMONT Ci�A/AX1NA''N/�'�PE7P USING HEAVY COMPACnaN EWIPMDVT OR 6' WHEN USING HAND OPERA IID EW/PME?VT, COI/PACnOV N/F HUGHES + rc� �'h0 ST r p Cr 2. INE BOR/NG RESULTS REPRESENT RESMRAIKIN(7W) AASM r-99 SFIALL BE 95X MODIFIED PROC72W DENW7Y. SUB-SURFACE COVE/DONS AT IH£ RESIDENCE Q _ ? 2. CL PAIfAATJVTSTA�dPAAE 1025 PE7FS HILL ROAD 6" X32.8 r, ��o Q BORING LOCA DON ONLY AND ARE NOT aLL * 2'AUX (IN 8W AARKA6i V a 7M£ COVIRAC7VIR IS O/REC7ED 70 VERIFY THE LOCATION Or ALL E7ISTING U77UnES PRIOR 7V x S PINE 3z.s 0 NECESSARILY REPR£SENTA77W OF BEGINNING WORK, AND 70 TAKE MEASURES AS NECESSARY 722 PR072:CT ALL U77U77ES IN7EVDED 70 7', R I 32.9 I 3z.4 ,t , �C, ,�0,� o a y�e- c c c (SEE Nl�IE 6EZ011) WELL WA 1F CONDITIONS AT OTHER LOCATIONS. REMAIN /N PLACE RELOCATION WILL BE COORDINATED AND INSTALLED BY THE CgVTRACrOR W hY 7HE /. - + , ' � "�� ,A�y �� 322APPROX. GAS SERVICE 37.90 P R o x r ,_L 1 / APPROPR/A 7F unurY oWlVE7i'. Q 32.7 I RIM 359 p,l. h2h o�a LCCA .,J' x PINE + INV .3 4� �Y4ry �° 30.7 + 44.6' r` f O• a 33.1 + 9. A MINIMUM OF 10 FOOT- ARA 7700V IS REWIRED aF71gE 7V WA7ER SERWCE UNE/LA7ERALSAA/NS AND X50, PINE PINE 4 ^ o� F�vOr � BACAM ABOVE 7HE EDGE OF ALL S7VRiMWA7ER DRAINAGE LEACHING STRUCTURES MIN/MUM 18 /NWES OF WR77CAL Q CP $,; �� , ' O �, Q SEIPARAnOYl1 BETWEEN WATER SD?WQr AND DRAINAGE PIPE SINWAMM TV �� S• 3R. RIM 35.9 - 10. A MIN/MUM OF 5 FOOT SEPARAnOV IS REWIRED BE 1100V WATER SE7RWCE UNE/LA7EIMLS/1/A/NS AND 36.8' 'yiy- y /NV. 30.4 cD ::: 111 ..... �'[A�7S W x+ sz.7 0 EXISTING OIL TANK '� Z" Q ' 7HE EDGE OF ALL SIta4MWA1ER DRAINAGE NGW-LEAQyING S7RUCIURES AND AS50Q/AlID P/P/NG N " I �'� IN BASEMENT ( p l^ Z N W 2.8 11. INE COVTRAC12a4 /$RESir'aNS/BL£ Tit SECURE ALL NECESSARY PERM/15 f'R/O't Tn GIGIMMENCyNG W�1RK. PROPOSED MASONRY a O W O D _ _ x W Z Y I R/M M. 3. � ��' S700P Z EUtF041 PLACED ALR7P!MMYAV 12 ALL EXISTING U77UTY AND EXIS77NG SAN/TARY SYSTEM LOCAnCWS AS PER APPUCANT/$UFFCYX COUNTY 1'LAMS ON BOMB S VES OF DEPARTMENT Or HEAL 7M RECORDS ��� � Z BOULDER I /NV 29.6 � �ti�PG�� ry� � V+ APPROXIMATE __ �x C4x I s ?s LOCA TION of Q mw(aASS91 aR/)WSW PRECAST CONCRETE STRUCTURE NOTES: �m ST O i / 'A . EXISTING L4MU,,IKE MATERIAL Ls E1LCCIENZV1ED / 00.0 WELL a C2 aA E VA71pY Or 1. ALL PRECAST smut URE5 SHALL /Nawr SiJFFICYDVT S7m RD'Nf2a?"ovT Fm 7DMPERAmw 0 / ,p �:• (9 AND SI11R/NKAG& 7RAN590ORT, AND 70 ALLOW INE S7RUC7URE 70 WITHSTAND AASH7V H-20 14 x \ t,,, Z PIP£-S?YAf'ED fTX/NDAflAV QR FLAT FtxAlOA1KW \. LOADING AT THE COW? CANE/DONS SJHOINV ON THE PLANS LOC H I 33.0 WN SAC7MU TAMPED N M PPE HALAYIO= AT 3-33.3 I+ I 32.6 31.4 32.70 O O \ CCW7RAC7A4S a5>aeEn 2. ALL SHOP DRAWINGS AND AR/LL SI�/ELr7S MR PRECAST CWQ%7F`S7RUC7URES S ALL INCLUDE x t EXISTING GRA VEL DRIVEWAY `. MANUFACnIRER'S CER77RCAnCYV THAT 7HE S7RUC7UR£S ARE DE-g6WED 722 W WSTAND 7HE O // 32. SB 1 \ 3 . 70 BE REMOVED ' C! + I BAPFZE 1 C'1SS/, /, 0 CR IV COWACIM BAC IML MATE OAL N71'ORD AV ALL PFE LOADS N07M ABOW - - - - - - - - - 3-1,8-� + 32.08 2yv0S PDP USES 5S . VE C0V11ALl W� 3 ALL PRECAST s7RUC7URE'S WALL BE MAML>±rFAC7URED WI7H 4000 PSI 28 DAY S7RDVoTy (0 x LOCUST / 2 Ar DEPTH QF 11�IMp1 Ea'CfEDS 'S', ),E!La'V7RACILi4 MGi,ST PK'iOVlraE'5711�E7NY1G AAO B14AGLIVIG pP A Si'AzE'lAMG BOX NV AlxAQDN4ta<lN1H QSi'lA /M"1KWS AS AN A'.7ERVi17E; 4F Pf1alIT1ED BY 71+E CONCRETE: / GRAVEL DRIVEWAY REQ•Fa? 7W Ste. I FOCtCM?IS aVA7M SANITARY SYSTEM CALCULATIONS T' ENG7IV!'> Z 711E 710'1 WALLS MAYAE CUTBACK TD A 1:1 SEM aT 7AV AGI n#M AIYYXE Cr o I a 4 31.7 _ - - - 31.7 - - - - - - - - - - - - I I J lWy9W PPE is AVSMUM NRY LM 7MW Ae OF COMM ALL SAa#ZL x o MAI MWAL 1fA ovoyaq 71,E Pm zaw is 7D BE aASS 1 AMIMM4L PROPO-qD 4 BEDROOM RESIDENCE Z 4 CPPROPOSED ROOF DRYWELL 31.9 SEE PfiffrAST 3+ 8'0 x 4'DEPTH ' 32 32 CONCREW MINIMUM SFP77C TANK AS PET? SCONS STANDARDS FOR SINGLE FAM/LY RESIDENCES 50PFMUp � � s7R1/C""NOW$ PIPE TRENCH DETAIL �•DEP7H TABLE 2A EXPANSION OAK PROPOSED DRIVEWAY O ,w'FVR 4' 70 7 DEP7H 4 BEDROOMS - 1,250 GALLCINS/345F MIN. LIQUID SURFACE AREA FE , o s.z'w SEPTIC TANK PLAN i a MINIMUM LEACHING SYSTE7M AS PER SCDHS STANDARDS FOR SrNaE FAM/LY RESIDENCES '8 \ 33.3 TABLE 4 - DE7P7M 772 6 ROUNOWA TER OVER 17 FEET,• 1 POOL; 8VIA. x 12'DEEP. RIM aE V 325* 35.3 SANITARY SYSZW, MAW"FRAME AND LOCAIM CME7R 7O GRADE 3 -+ 37.1 I (CAMPBEZL CAT. Na 1104A OR+ RN/S7W GRADE• SAWS APPRO�EW,� CAST AM LOCAIW COVERS TANK.• GYRGYlLAR. 8'DIA. X 4'LD. - 1,250 GALLOWS 33.7 lQ + 34.7 ° I 31174 PROPOSED CLEAN-OUT,• LP A/5". JZA* il Q + MONUMENT \\ -0 FOUND SEE DETAIL (7N/S SHEET) \i\/ 2=0'MAY. ! . /?,M LEACHING POLLS 1 - 8'I x 12'DEEP LEACHING POM USE DuxfAfY RAvcs 20'MAY. % :: so•ANN. %: CONCRVE RTP SLAB P ALD GRACE (300 SF S70EWALL AREA) o + AS REOVIRED N ,.: pNAAVEY GRAPHIC SCALE 1-14.7 Q 40.7 -III- - r ., 7 77; ImI 117 40.3 T '-4.`."~ ' fp f•AANLf: „• Z'-Q'MAS 20 0 10 20 40 so + 41.1 V _.i • y MAX t _ Q ~ � AVLET 4'SDR-J5 PVC m ---- . p '�A j NV: 3a4 CR£CU/VAUNT w ' OUTLET - - - - - - + �•h0 � 14-ARMED i�':l °D IT Avg zae AM zaswr Lp-fir 4 I ( IN FEET } �n o Gp (55LFf) ib (r&.) 1 inch - 20 tL PROPOSED FENCE �O! Aj BAFFEE � DRCP 'p 4.5 33 PVC - - - - - - - - 1�4 z II ZEE ,I QR E7�IU,VALENT - - - - - 1 WALL h P',•7ChW ANN. O 2 40.5 41.4 f� PIER f' 39.4 + 44.3 + 30 CM C29 MM 0M RM M1 IM 93C p Mnv ,.. ^: :• I J'""u m m La® ® ® MI mCIE 2/t U12020 M)w REWSE P0a,1VECK EM Pa? LANDSCAPE ARCH PLAIN (1/31%2020) AWVGS- S 80'44'00" W 147.03' 81-0-DIA1 COLLAR30m La MM MM®m 1ME3E 1/31/2020 MJW ADD DRYWELLS/NEWSE PER SCDHS COMMENTS (11/14%2019) N/FHUGHES C' -� mm�®® ®I9 mm � -I 3"/AHK � �. Date By Revision / RESIDENCE +33.06 .SEE PRMAST III ABOW I 1025 YOUNGS ROAD 7 1,250 GAL. SEPTIC TANK 57Ruc71I1�E NOW , r UA 1, cOAACRW _- GROEM110A UZEV 1115 r_ Design y: M1W Drafted 6y: MM Chocked 6y. MM i WELL WA TER TAX LOT 5 -sT BUCXTU MAZMAAL 70 BE Il_ 'AM sAho Aho ORAV>FZ BS ,TA A WK - Barre# gory SEPTIC SYSTEM DETAIL =1� �„ ®t1aCCl APPROX. WELL N.T.S. 100 FOOT RADIUS LEACHING POOLB CAMP ML FRAALEO COW?MOM No. 1735 FW Van Weele, Pc 14'MENMIG aR APPROVED EMAL S71a1'PO?O4VVDPLUG Engineers • Surveyors • Planners 18'"8')r4'COV4RETF PAD SCDHS APPROVAL STAMP 175A Commerce Drive Hauppauge, NY 11788 •._;�• •� ,z�•-1...,. •.=:lam •'. ,,. T 631.435.1111 F 631.435.1022 Ran I www.66vpc.com PW PLcE Tax Map No.: DISTRICT 1000 SECTION 18 BLOCK 1 LOT 4 .�•ETPOW MAIC ROAD 'WEIa 10•W>,r 925 YOUNGS ROAD `1181 25' 925 YOUNGS ROAD LLC L I� Bldg Dept copy from ZBA `;.' � h "-s'" TOWN OF SOUTHOLD SUFFOLK COUNTY, NY AL1E74NAIE il' AL1E7dYAlE �4' Final reviewed do� ents c� r ZBA FLI # I �' •A; .jI u I IN ALL WENS, USE ALTERNATE "A"FOR BENDS; USE ALTERNATE "B-FOR BUILDING 1 ' Date: EXTENSIONS/ahN£Cnaas RESIDENTIAL CLEANOUT DETAIL . ALTERATION a£ANOUT DETAIL Fw AREAS NOT S7/B.ECT 7D V waxAR 7RAPF7C SAN ITARY PLAN N.T.S. ALICENSED PROFS SIONALNENGINEER IN SCDHS REF# 810-19-0124 ACCORDANCE WITH SECTION 7209 OF NEW YORK STATE EDUCATION LAW, IS ILLEGAL c 2020 BBV PC LM: SAN Date ScaleLA roject No. Sheet No. ®� VIEW: SAN OCTOBER 30, 2019 1"-20' 190134A Issue Date: Set: 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT 11/20/19 ZBA APPLICATION 61.5' 1 1 -30 -30 �\� �ED A% O� o F 80 PROPOSED POOL � � 48.5'X 17' PROPOSED DECK m NEW 5/44 IPE DECKING M NEW DECK FRAMING Drawing Legend: _-, Wall To Be Removed - - - - ----—————-------———— — a o Remain -------------------------------- Bid D=doqApTients r—————— —————— Final rNew Wall LINE OF EXISTING W-0-0D STEPS Date:TO BE REMOVEDZBA FiNew Foundation Wall r——————————————————————————————————————————— ------- Lines Above I I I LINE OF EXISTING DECK ------------ Lines Below I i Guidelines Fence i ( WOOD DECK I I NEW 5/44 IPE DECKING 101 Door Tag EXISTING DECK FRAMING TO REMAIN o „ (0 101 Window Tag 12-1n 13-10n 12-0, 1/2 xx I I j I 9'-103 --- Section X,/4 - /4 • • Sheet A-XXX I I OUTDOOR SHOWER FIXTURE I I I EXIST. ROOF RAFTERS X LOCATION T.B.D. IN FIELD I I &2x6 CEILING JOISTS @16"O.C. Detail Tag EQ. EQ. �',� �'� CONSULT w/ARCH. IN FIELD 0-1_ _LINE OF _ _ NEW( ) 2x10 PRIOR TO CONSTRUCTION Elevation Tag _ -- — U w� FASCIA ABOVE uj 4 O NEW DOOR Fn - -j \�\ i x L + IN EXIST. R.O. x N - ---- @ N S��% !G ----- _ - - - x - - - - -��O D ® -�� _ ----- ---- till Interior Elevation Tag En ~o o N '�,0� ( N - 2x10 III INE OF EXISTING OUTDOOR SHOWER x Axxx x = � iIIIIII - IiIItI xO BE REMOVED o `'' BATHd1 KITCHEN GARAGE DOOR � w X zo GARGAt TILE O SALVAGED WOOD FLOOR EXISTING R.O. o OOyTYPE X GWB OTE N _--- ---- x Qa_ W � i aO, A ALL WALLS o i --.,--- - - - - - - - - - - - - - - - - - C-4 I-Z ' i CN N s ------- Z � O O ? � _ _ j I L� BILCO DOOR LU 3 A-400 ' - +sr L� 3 Q '9�0 I fsr I I o TO REMAIN -__- =N�W�3) E - I X REFINISH WOOD FLOOR -F— II 2 103 J I M E R Y L K R A M E R to J o LINE OF EXISTING WALLS- j I'� a r c h i t e c t o XTO BE REMOVED (TYR) 4 - r. U UP 101 - ---- 112) co I I@J � �N . w106260 HORTONS LANE (nt� MZO �_ _ ___: 10 DN EXIST.AJC UNITSNEWGARAGEDOOR � ���? ; __ I.__ '_ -I _ _ __ — — - - - - - - — POST OFFICE BOX 1600 IN EXISTING R.O. O TO REMAIN 13 n x fl LIVING SOLITHOLD, NY 1 1971 O — 3 = 0 0 �- �j MUDILAUNDRY DRY�R REFINISH WOOD FLOOR "- o "-� NEW TILE FLOOR PANT 2 6 3 1 - 4 7 7 - 8 7 3 6 o NF- � N m k a r c h i t e c t c o m LINE OF EXISTING WALLS cv n I TO BE REMOVED (TYR) Q � � u� z � 0 6 A-401 5 WASI+IER; +� NEW 1 A-402 3 - - --- -- +-------- c� O L fin, � t''' BUILT-IN EXTEND WALL +� ~ ¢ +� - - - -- SHELVES TO STAIR NOSE y�NEW_(31118" LVL DROPPED-- _3_NEW(3) 9 1�2" LVL FLUSH 0 N NEW CODE COMPLIANT z NEW CODE COMPLIANT m w I REMOVE AND SALVAGE WOOD FLOOR HEARTH &SURROUND :5 0Lijz 0° NEW WOOD FLOOR SEE NOTE GUARD/HANDRAIL (SEE A-402) V O O Q --, - AS PER 2015 IRC Lesser Maguire LU ° -- cs — UP SEC. R311.7.8&R312 Z w 0, I 110 _ Residence 0° WORK BENCH - - -- - o u'S (3)2x10 (3)2x10 (3)2x10 ' 109 108 71925 Youngs Road (3) x1O _ Orient NY 11957 SCTM# (1000-18-1-4) ALIGN NEW WALLS o 7'-0" 1 w/ EXIST. FND WALL BELOW it O OA O OA Bldg Dept copy from ZBA NEW MASONRY STOOP LOCATE DOOR FOR Final reviewed documents NEW WINDOW NEW WINDOW NEW WINDOW NEW WINDOW FULL INTERIOR CASING IN COR ER ZBA Fite# '5'6 IN EXIST. R.O. IN EXIST. R.O. IN EXIST. R.O. IN EXIST. R.O. Date: q MODIFIED STOOP FRAMING NOTE: q� NEW STOOP q w/ BLUESTONE TREADS & LANDING TO MATCH EXIST. STUCCO WALLS &STEP RISERS1 `/` INDICATES NUMBER OF JACK& KING STUDS.UP PROVIDE (1)JACK&(1) KING STUD AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. First Floor Plan UP EXIST.STOOP WOOD FLOORING NOTE: 4'-11" 6'-7" 6'-101/2" 4'-71/2" EXISTING BLUESTONE TREADS &LANDING TO REMAIN NEW STUCCO VENEER @ WALLS&STEP RISERS REMOVE EXISTING WOOD PLANK FLOORING FROM DEN & DEN CLOSET, DEN TO RECEIVE NEW PINE FLOORING (SIZE TO MATCH EXISTING) RE-INSTALL(WEAVE IN)SALVAGED WOOD AT KITCHEN INSTALL PLYWOOD FLOORING UNDER CABINETS AND ISLAND AREAS SEE PROJECT MANUAL FOR FLOOR FINISH NOTES SCALE:As Noted A- 1 01 1 First Floor Plan © 2019 Meryl Kramer Architect Scale: 1/4 - 1 -0 All Rights Reserved 000, s SCTM# 1000-18-1-4 , N ,�" Issue Date: Set: �' x 90000. } �, PROPERTY 925 YOUNGS ROAD 8/23/19 PRICING ADDRESS ORIENT, NY 11957 9/12/19 Addendum#1 9/18/19 PERMIT ZONING R40 10/10/19 POOL DISAPPROVAL 10/21/19 SITE PLAN REV. X'00' BUILDING HEIGHT ALLOWABLE- 35' 6PG ACTUAL- 25.75' ENERGY CODE COMPLIES WITH 2015 IECC ,0 LOT COVERAGE LOT SIZE 32,730 sf N6, Allowable Lot Coverage 20% �" A - � �' so � � 6546 sf ')o< 1 �� } EXISTING LOT COVERAGE Existing Dwelling 1680 sf �. �� • G� "� Existing Deck 456 sf TOTAL 2136 sf ,�ERED A R PROPOSED LOT COVERAGE ♦ �" �; .� ? `� �p oQ \\ �`° ,�`�" Existing Dwelling 1680 sf � . Proposed Deck 1123 sf % Proposed Pool 891 sf TOTAL 3694 sf �� °24802 0Q� (11.3%) F NEIN CP +�' . SITE PLAN BASED ON SURVEY BY BARRETT, BONACCHI&VAN WEELE, PC. JUNE 21, 2019 12' , ' 49.5' 9 Drawing Legend: Wall To Be Removed Wall To Remain " ', «► �, New Wall ii New Foundation Wall -------- ' �/�' Lines Above '' y POOL10'0 ----------- PROPOSED - Lines Below � \\ , —..— Guidelines .. Fence M 101 Door Tag PROPOSED DECK—� __________________ '- t 10 Window Tag ADDITION j I LINE OF EXIST. DECKS --� Section x, co .� e Sheet A-XXX - ' I PROPOSED CANTILEVERED '' r x BAY ADDITION Detail Tag rF Elevation Tag Wf' IVIS t. ' 'V �. , EXIST. OUTDOOR, �HOWER TO B ;. E x f REMOVED x AXXX x Tag O Interior Elevation n++✓ � �:" f %sem ,1 .i-i,✓ A. / ��( 'r�i / \ .. x co , �w+►w., ,' F ,' -f _y/ UNI i i 400 '� r,• I 1H EXISTING SUNROOM f r ,�" �'TO BE,ENCLOSEDON SU N1 { t r J y f j <.- EXIST.STOOP TO M E R Y L K R A M E R +a BE REMOVED ,,, a r c h i t e t t R0 X P \ .,�"i t�� 1./ uY� +� •� Ing W\� l \ + 260 HORTONS LANE k. NEW STOOPlol '" POST OFFICE BOX 1600 ADDITION N :., SOUTHOLD, NY 1 1 971 6 3 I - 4 7 7 - 8 7 3 6 \ m k a r c h i t e c t c o m 10 `. 0/l/ ? .,.2� � te Plan 2 Lesser Maguire (D--Zale. 1" = 10'-0" • Residence 925 Youngs Road Orient NY 11957 SCTM# (1000-18-1-4) �. Site Plan >( •, • SCALE:As Noted 0.0-00 X . ".' z5 , " A-001 0010 OV, r-F 2019 Meryl Kramer Architect ' e .. .. <.. ..>_a, � \•' ,. All Rights Reserved N�e ,._ ._.-,__.................. _.. ... . .:! Fs ice:..' 1— a......-A.._ - -- 1 \ \ D E C E W E JUL 0 2 2021 SEP 2 12021 SUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT. BUILDING DEPT. LEGEND TOWN OF SOUTHOLD WALL I I EDGE OF PAVEMENT I SUFFOLK COUNT Y DEPARTMENT OF HEALTH SERVICES OH OVERHEAD WIRES N- DD IAPPROVAL 0r C0f'TRI.fC'TED V" ORKS FOR -x x- CHAIN LINK FENCE TAX LOT 3 A S!N LI^Fa' L RESIDEDNCE: •.SEP 1 5 -° �- POST & WIRE FENCE I + oa.e 2011 I•�. I� ..I. icD..�l�_s �rJ�00 G GAS MAIN 32.2 28'' N 80'44'00" E 281 371 29.7 -- TQC�r_��rdagl;'dIS�pS�)3'2CS Vi;�t i::,�.�,1'J�: tlt.i �!t !$t ration have been / �>c. `es this ,.6 w I FE + z6.2 FE 30., t`pe„' c4 andlor ceK;!ied by this Qapnr�,nanc r a�t;er;gen°ies and found to W WATER MAIN 1.3'E 30 6 O M FUEL °.3 3 be satisfactory FOR A MAX1h1Uib11 O BEDROOMS. g SANITARY LINE x 30.5 31.9 TANK Ar 3+7 X I 31.3 01 ° CONCRETE/MASONRY I xI II xI 30.9 �) 32.7 32.2 _. EDGE OF WOODS 32.5 OO OCraig KneDr. JO / 32.6 Office Of WastenNaan ter Management F.F. EL. FINISHED FLOOR ELEVATION x x 333 F,yT qRF�° G. . 00\1\ GFELGARAGE FLOOR ELEVATION ° x 32.8 31.5. ew 33 00 -� .50/ TOP/BOTTOM OF WALL � O � I r x ' QO / ��' 26 O O� / 32 5� i 31.8 +32.43 SPOT ELEVATION O O 'x �o�� 9 �?O 3�7 43.2' ® DRAINAGE INLET I � x 20 ,00 N 329 32.6 c mho o 0/ . . UTILITY POLE I Off° ?°� `� 0 "'Z` �P P J�61 x x ���/ p� C V Cry �v^' Q rn / QvQP io O O p N{ A N x / ' � 6� 3R ' 31.3 O (O I O d RIM I x qTC4 xF 32.50 0) I+ 5 ry� \��\\ 70. �T / ��^ 31.4 O /'�^ NOTES: 3z.6 0'� , / Q �0� F- W 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC I I W � m x x O��Ac� '�?STO�y 33.3 / � vOWELL � W Z PURPOSE, AND IS NOT INTENDED TO BE USED FOR A I 5 p / fl' W TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. IL O x 'x ��/ 6• OPry� 3 o Q 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A /32.98 �. . B 3 32.9 P v, m I ( ,- OP. o ? + - \ 32152 / 31.3 (/1 TITLE REPORT AND THEREFORE, THE EXISTENCE OF Ac SEP-171C o "�' B � C� (� ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR z x I \TANK r / ° Z Z RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT 33.3 / 329 330 w z°R � Z SHOWN OR ADDRESSED. I In z Q Q . 0. E I33 ��p O / �P �/ G'�\P / 32.5 RR O O W " If 32.5 31.s 32.o u�- 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED M W I x o / Pv // 32 y^i W AS PART OF THIS SURVEY. Q- J I � 32.9 / p / e �p�� 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS I I ., O SURVEY.32.8 � /32.60 + x x a\\ 32.49 33.7 31'9 r 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE 1 /0 ® O STRUCTURES TO THE P'OPERTY LINES ARE FOR A X 32.9 32.5� LEACHIN\O ' SPECIFIC PURPOSE AND USE AND THEREFORE ARE POOL NOT INTENDED TO GUIDE IN THE ERECTION OF FE ' �0 ' FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING + s z w 32.o 32.6 / AREAS, ADDITIONS TO BUILDINGS OR ANY OTHER 33.3 I �x 3z.z CONSTRUCTION. + a 32 32.6 X 32.3 32.6 6. LOT AREA = 32,729 SQUARE FEET. OO x 32.8 7. ELEVATIONS SHOWN HEREON REFER TO N.A.V.D 1988. II + T 32 7 X 35.2 ' 8. LOCATION OF SANITARY SYSTEM AND SUBSURFACE 01 �x I 3s o 3 1 UTILITIES PROVIDED BY OTHERS. O ' 33.7 34.7 X X +I 4+'34.7 /H1 X Q 40 x 7 40 3 p 'I Date By Revision Surveyed by: C,$, Drafted by: A.V.R. Checked by: x ..v��i 4o a I o CO Barrett hi . FE x X lill AJ Bonacci & 40.5 FE 02 39.4 o.2•E � _ _ x x i.6•N 4-I- q :N -. ^' Van Weele, Pc 44.3 Engineers 9 Surveyors . Planners / S 80'44'00" W 147.03' SANITARY LOCATION TIES 175A Commerce Drive Hauppauge,NY 11788 ISANITARY/ T 631.435.1111 F 631.435.1022 QCID STRUCTURE BUILDING CORNER www.6bvpc.com A B Tax Map: DISTRICT 1000 SECTION 18 BLOCK 1 LOT 4 TAX LOT 5 L 1 S.T. 34' 56.5' Certifications indicated hereon signify that this 2 L.P. 44.5' 48 plat of the property depicted hereon was made PROPERTY in accordance with dre existing Code of Practice S.T. - SEPTIC TANK for Land Surveyors adopted by the New York SITUATE L.P. - LEACHING POOL Stole Association of 1`0essional land Surveyors. This on ancallon lI GPti I�r,�fie lands dep-zoning r ORIENT hereon and n1S''oj � o'IlAle inning or freedo d�cj' . ce tions LOT COVERAGE: Ad AAK,;x��(``la''rth a� or es MAIN ROAD �e�ete�u?ddd are no�lra e ad�� TOWN OF SOUTHOU) SUFFOLK COUNTY,N.Y. ti&%iWns,.,qnli5c� su enl Xnem RESIDENCE: 1,703 SQ. FT. (S.R. ) DECK: 1,234 SQ. FT. POOL: 862 SQ. FT. °- FINAL U orizect� Iterahon.or�iddniantpthi� CONCRETE: 294 SO.4,093 SQ. FF.T. eaay7��r �� SURVEY Ina ' tN issu�yrnape5lt-an 3�and su r4'si�lSossed'�seal axd siyGatttre^`shall ALLOWABLE LOT COVERAGE: not be-6nkle;M a a &rd,efdaopy © 202i BBV PC 32,279 X 0.2 = 6,546 SQ. FT. A'` `" LM: FINAL ` -Dine` Sca a Project No. Sheet No. JUNE 17,2021 1of VIEW: FINAL "= 20' M190134A '1l lfl'�?G!13Afeur 141P 1��fl;vH FipJfl gllPVFN fi;?5;3(1x1 1:18'§3 PM tt ra+t t3nnacfi R Vaq I nvo 'It,x— SCTM# 1000-18-1-4 Issue Date: Set: 8/23/19 PRICING PROPERTY 925 YOUNGS ROAD 9/18/19 PERMIT ADDRESS ORIENT, NY 11957 10/10/19 POOL DISAPPROVAL 2/4/20 REV DISAPPROVAL R40 5/12/20 ZONING For MPLA review V- 5/20/20 Pricing 8/6/20 BUILDING HEIGHT Bldg.Permit Amendment ALLOWABLE - 351 %/ 11.0� a SAO ACTUAL- 25.75' f ENERGY CODE COMPLIES WITH 2015 IECC A LOT SIZE LOT COVERAGE 32,730 sf NIS SAllowable Lot Coverage 20%, 1 % 0, 6546 sf rNe� EXISTING LOT COVERAGE lot Existing Dwelling 1680 sf Existing Deck 456 sf -Z RED A% TOTAL 2136 sf V�r (6.5%) IPA V, A" < PROPOSED LOT COVERAGE Existing Dwelling 1680 sf % fill Vf Proposed Deck and Pool 2108 sf ;r TOTAL 3788 sf OF N (11.5%) SITE PLAN BASED ON SURVEY BY P, BARRETT, BONACCHI &VAN WEELE, PC. N JUNE 21, 2019 V 65.2' Drawing Legend: • Wall To Be Removed N Wall To Remain New Wall -1AT \loll E,�C New Foundation Wall L S -,'.PROPOSED POOL o- CODE E PG,-:- , -————— Lines Above g.N -- ',�UPCN COMP=L]ON ,BE�FORE,,7JAT ------------ Lines Below ""J -H,� PROPOSED DEC 4, —-—-—- Guidelines ADDITION Fence ell Door Tag co r-—---—--—-- ———— Window Tag A E Sheet A-XXX Section X, PROPOSED - EXISTING '' -STE OUTDOOR SHOWER K & PS TO BE F�rjOVED X1*\ r DetailTag b OF Elevation Tag X xlOx Interior Elevation Tag X �j , _�°t `� \\ �, _., W .d:: `6 0 ell, '4w 4elo M E R Y L K R A M E R a r c h i t c t ax X260 H O R T O N S LANE \ POST OFFICE BOX 1600 Z., J SOUTHOLD, NY 1 1 97 1 6 3 1 - 4 7 7 8 7 3 6 Aw V.— m k a r c h i t e c t c o m C 'oe 'T> Site 1�n Lesser Maguire lj =� 10,_0 4- Mcita�e Residence 925 Youngs Road Orient NY 11957 SCTM# (1000-18-1-4) Site Plan J" C�E \A A U G 7 2020 SCALE:As Noted 1317 IT T 4 � k , 1 s / A—001 Dj 7 % 2020 Meryl Kramer Architect All Rights Reserved N _ GENERAL NOTES, FOUNDATION NOTESo e Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 0 For MPLA review ACCORDANCE WITH THE NEW YORK STATE UNIFORM 5/20/20 Pricing BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. 8/6/20 Bldg.Permit Amendment CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-ALL REBAR ASTM A-615 GRADE 60. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. ICE SHIELD UNDERLAYMENT FOUNDATION HAS BEEN DESIGNED FOR A SOIL GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW WIND SPEED(MPH) REQUIRED THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 5-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED 3. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. AND DECKS ETC. 7-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE 4. DO NOT SCALE DRAWINGS. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. 5. DESIGN CONSULTANTS OR RECORD ARCHITECT 8-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY SUPERVISION,OR ADMINISTRATION OF THIS OF LESS THAN 2 TONS PER SQUARE FOOT. Al D ARcy CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 9-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. ��� 4��� K�gf RESPONSIBILITY OF THE CONTRACTOR. Nail Sizes Nail SIZES 10-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. ` Joint Description (common nails U.O.N.) Nail Spacing Joint Descriptio (common nailsU.o.N.) Nail Spacing 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO a FACILITATE CONSTRUCTION AND SHALL NOT BE 11-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND r•, 4 ROOF FRAMING ROOFSHEATHING OWNER. 12 BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IIS TO BE A ggo2 Rafter to To Plate Toe nailed 3-8d per rafter 7. THIS STRUCTURE HAS BEEN DESIGNED IN MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. T� Top ( ) Structural Panels 8d SEE NAILING SCHEDULE Ceiling Joist to Top Plate(Toe-nailed) 3 8d perJolst ACCORDANCE WITH THES BEEN E STATE ENERGY OF NE`N Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap Diagonal Board Sheathing 13-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap Collar Tie to Rafter(Face-nailed) 2-8d per tie 1"x 6"or 1"x 8" 2-8d per support CONSERVATION CODE. REBAR DOWELS. Blocking to Rafter(Toe-nailed) 2-8d each end 1"x 10"or wider 3-8d per support 8. CONTRACTOR SHALL OBTAIN ALL PERMITS SUGGESTED UNDERPINNING PROCEDURES: Rim Board to Rafter(End-nailed) 2-16d each end CEILING SHEATHING 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. WALL FRAMING DETAILS OF EXISTING STRUCTURE SHOWN IN THE Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot Gypsum Wallboard 5d 7"edge/10"field DRAWINGS ARE BASED ON LIMITED FIELD B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. Top Plates at Intersections(Face-nailed) 4-16d joints-each side MEASUREMENTS AND MAY NOT BE ACCURATE. THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. Drawing Legend: Stud to Stud(Face nailed) 2 16d 24"o.c. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND WALLSHEATHING CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB [ _ _ _ _ _ = S Wall To Be Removed Headerto Header(Face-nailed) 16d 16"o.c.along edges Structural Panels Sd (see detail 10/A002) SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. Wall To Remain Fiberboard Panels DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 studON THE DRAWINGS SHALL BE REPORTED IN WRITING TO New Wall 7/16' 6d 3„edge/6 field D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEYWAY 2-16d per 2x6 stud THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION BETWEEN SECTIONS.ALLOW 7 DAYS CURING. New Foundation Wall 2-16d per 2x8 stud 25/32" 8d 3"edge/6"field OR CONSTRUCTION. - 1,2 Gypsum Wallboard 5d 7"edge/10"field F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. -------- Lines Above Bottom Plate to Floor Joist,Ba ndjoist,Endjoistor Blocking 2-16d perfoot 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE ------------ Lines Below Hardboard 8d (see table 3.9) BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND (Face-nailed) Particleboard Panels 8d (see table 3.9) LATERAL FORCES ACTING ON THE COMPLETED BUILDING. G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT -.-.-_-._ Guidelines AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. FLOOR FRAMING Diagonal Board Sheathing IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO - - -•--- Fence Joist to Sill,Top Plate or Girder(Toe nailed) 4-8d per joist 1"x 6"or 1"x 8" 2-8d per support DESIGN AND PROVIDE ALL REQUIRED SHORING AND 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN 1"x 10"or wider 3 8d per support THREE FEET FROM NEW WALL. 101 Door Tag Bridgingto Joist(Toe-nailed) 2-8d each end p pp THE STABILITY AND SAFETY OF THE Blocking to Joist(Toe-nailed) 2-8d each end FLOOR SHEATHI NG PARTIALLY-COMPLETED STRUCTURE AND FOR Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED FRAMING NOTES: 101 Ledger Strip to Beam(Face-nailed) 3-16d each joist Structural Panels DESIGN LOADS. Window Tag Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist 1"or less 8d 6"edge/12"field 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Band Joist to Joist(End-nailed) 3-16d 1 per joist greater than 1" 10d 6"edge/6"field SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Section X, Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot Diagonal Board Sheathing PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE Sheet A-XXX 1"x 6"or 1"x 8" 2-8d per support SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING 1"x 10"or wider 3-8d per support TYPICAL DETAIL IS TO BE DETERMINED BYTHE TITLE OF �� Detail Tag THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: �/ L WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed IN THE DRAWINGS. FV=180 PSI x 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall FC PERP=625 PSI Elevation Tag be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE x INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI x 40 x Interior Elevation Tag WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI x E=2,000,000 PSI 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVETHE FOLLOWING MINIMUM SPECIFICATIONS: FB=2,800 PSI FV=290 PSI FC PERP=740 PSI E=2,100,000 PSI 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FB=3,000 PSI FV=300 PSI FC PERP=850 PSI NEW P.T. LEDGERM E R Y L K R A M E R E=2,100,000 PSI SECURED w/0.22x5 SIMPSON SDWS SCREWS AT 16" O.C. 5.ALL TREATED LUMBERIS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. a r c h i t e c t II, FLASHING AS REQ. NEW SWIMMING POOL 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 7ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 2 6 0 H ORTONS LANE 10 .ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIIGNATED � ATT EACH JOIST HANGER H DECK JOIST 1POST OFFICE BOX 1600 CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL SIMPSON DTT2Z SEE LANDSCAPE DWGS-----', CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. S O U T H O L D, N Y 1 1 9 7 1 w/ 1/2"0 GALV.THREADED ROD FOR WOOD COPING DETAIL \ ` w/NUTS AND WASHERS 8.ALL FLOOR SHEATHING ISTO BE 23/32 INCH ACTYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING 6 3 1 4 7 7 - 8 7 3 6 OF 48 24.FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"OI.C. FIELD). V SEE(A-100)FOR LOCATIONS / m lc 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT 5/44 IPE DECKING TYP. SPACING INDICATE EXPOSURE DURABILITY TWO SPAN M I �^�•�•�''�r',�!''� 17777711=1 ��® All IN UMUM. s.. 1 I - 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED �� - - - (PER DETAIL H/S-100) LLI 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. Lvaos e M a g u 1 e DROP GIRDER NEW P.T. LEDGER 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. ■/"� n SECURED w/ 1/2"x8"J-BOLTS @ 16"O.C. 14. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. ReSide ce EXIST. PRESET IN POOL FOUNDATION NEW POOL PROVIDE COMPOSITE SPACERS 15.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 925 Youngs Road 6x6 P.T. POST SEE LANDSCAPE DWGs FOUNDATION w/ PC6Z POST CAP FOUNDATION 16.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. Orient NY 11957 &ABU66 POST BASE ;o' ' SCTM# (1000-18-1-4) • .0. 17.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS SLOPE OF FINISH GRADE_,, INCLUDING SOLID BLOCKING IN FLOOR SPACES. RADE - ----- -- -I - ------ - -- 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. IIII Ili I I ill I I I till III I - 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. -- - - - ---- III - - -- 20.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED _ ---. POURED CONCRETE PIER_ _ FASTENER. I I - - -- I II SEE(O/A-100)FOR ETAILS ---- - I -'I - STEEL Code Sheet -- 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. 13. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. -- -- - -- I 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE PLANS. 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN SUPPORTS. SCALE:As Noted 1 Deck Fra m i n Section Detail 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC Scale: 1�� = 1'-O�� STANDARDS. 5.ALL WELD JOINTS ARETO USE E70XX ELECTRODES. 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. A-003 © 2020 Meryl Kramer Architect All Rights Reserved 65'-23/8" Issue Date: Set: - -- 5/12/20 For MPLA review 8/6/20 Bldg.Permit Amendment -- - --- -- -- - - -- --- - SEE LANDSCAPE DWGs FOR COPING DETAIL 50'-0" k 60 - F_ 'i, NEW SWIMMING POOL k I SEE LANDSCAPE DWGs k - I --"—__--_" SEE LANDSCAPE DWGs j ��?,ED Agoy FOR COPING DETAIL �5 �L K NEW CODE COMPLIANT _ I � HAN RAIILAS PER 2015 IRC - - ----- - - -- ---- o SEC. R311.7.8 -- ALIGN I ' SEE(6/A-200) -_ --------- - --- - I- --------- - "- -- ---_----_ -- ---- m �9�. 4802_w,�©� 1'4- 1'4' 1'-4° - -_ --1 -- --- — — --- ----- -- - --- - ---- - - OF tN4 - - - - - - - - --- -- w LINE OF EXISTING DECK&STEPS" On-Grade Landing �! - --- -- - -- -- - - c3 - - -_-- __ ----------_- - -- -- - - - " - - -- -- -- --- - -UP --- ---------- --- -_------------ -----_-_- ___ ----QELV. 33.3 oo } --- --- --- - - -- _ I I - � I - - -- -- - " - - - - - - -- - - - - ----------- Drawing Legend: I -I � - - - -- - __ --- -- --- - I .- - - - -- - - - NEW WOOD DECK - - - - t w - --- - - - I - I --} --� -- ---- ---- --- 5/44 IPE DECKING - - - - -- - - -- - - " - -" - Wall To Remain - - - - - w/5/46 IPE BOARDER - - ----3. - - - - --- - - - - -- I - - O --- - - ;` --- - --- - - 1 } - - --- _ -- -- -- -- -- - - - - -"- -- - - -- -- --- New Wall + - - -- - - Wood Deck -- - - - - - --- - - New Foundation Wall o OUTDOOR SHOWER - - -- -- I -- } 66' 7 -__ --_ - - - ----- O z / 6y2 -SEE A-200 - - - - - - -- - -- - --- Ines Above o w - - - - - -- - -- { -- ----- _ _ - - - - -- - --- - - - - - -- ----------- L. ELV 35 - Lines Below - - --"- - - O -- -- - - I - L _ - - - - - -- -- -- . - -- - - - — — — — — Guidelines --- } -- - - --- - - - - -- - - - Fence - 41 / - - - - - - - - -- DoorTag --- / / Window Tag / /✓-// // %// // / /// /,// / / �/j' ;� / // /// ./ i/////%/% ////// ' i%//j//i // '/ / Section X, EXISTING DWELLING �// �jj /,// / / �/ AXXX SheetA-XXX /. Detail Tag rN� ' / . .-�I',G �l/ '� //�j �„/;,/!/j��// / / /✓�, ,•� // /j //i�//�;/// / EA Elevation Tag / First Floor Plan 2 x 1 Scale: 1/4” = 1'-0" x nxxx x Interior Elevation Tag x POOL FOUNDATION WALL CLADDING TO MATCH DECK SKIRTING � NEW .r. ,• .4:: , ,, y. (3)2x10 , > ` - ' DROP GIRDER ` - ' o � . Q O0 •` YM E R Y L K R A M E R wi w CU a r c h i t e c t p .< U O F- w - -- o @ l 0 U_ N ~: ¢ 260 H ORTONS LANE POST OFFICE BOX 1600 _j , - NEW P.T. , _ z ' 1 �, (3)2x10_ , ` ,_ ., ;�� o __ _ _, �.• C7 SOUTHOLD, NY 1 1 971 DROP GIRDER , z � NEW SWIMMING POOL �.�� 0 63 I - X77 - e736 SEE LANDSCAPE DWGs g Lr0 v m k a r c h i t e c t c o m LU 0 0 0- :;t., Q TYPICAL DECK SUPPORTING PIER o 00 a NEW 6x6 P.T. POST _j o � '.; z w/ABU66Z POST BASE&PC6Z POST CAP 3 0 . _ o SET ON 10"SONOTUBE a = Z o w/(2)#4 VERTICAL DOWELS, w = z ON BIGFOOT BF24 FOOTING z IJi w . o SET ON UNDISTURBED SOIL W SEE LANDSCAPE DWGs -' Lesser Maguire 36" MIN. BELOW GRADE ' _ ` NEW P.T. , - v� FOR COPING DETAIL o0 1 , (3)2x10_ -' ----- rDROPGIRDER Residence nce i - r �� •.. i' w — I o0 �-. � I ---------- ------------N-EwP,T-LEDGFER------------------{ 925 Youngs Road a. o I o SET FLUSH w/DECK JOISTS______________ Orient NY 11957 LL ¢---- o o rI LINE OF EXISTING DECK&STEPS LU O x @ I I 1 6.d (- SEE LANDSCAPE DWGs - REMOVE EXISTING DECKING&STEPS SCTM# (1000-18-1-4 cU) _ � W _ _ I I I -- I __ ____ FRAMING TO REMAIN NEW P.T. cn -----------------------------------1----------------- o—•—'—.—•- z ` ` F- I I I r CONTRACTOR TO INSPECT FRAMING FOR INTEGRETY �I — _' , ' , O 2_x10 _ ' , cn EXISTING DROP GIRDER TO REMAI & REPORT TO ARCHITECT OF ANY UNSATISFACTORY CONDITI o ---- ---r-( -�—DROP GIRDER t —a-J---�- ------- ----- I �-- o I I I - — ------------ ----------- . -- ------ �- •� LINE OF OUTDO R-SHOWER ABOVE w v I I I 2x12 STAIR STRINGERS _ _ _ _ __ _ _ _ _ _. __ r i- - - LU @ 16" O.C.(TYP.) I i EXISTING DECK POST a~: I I TO REMAIN II , o Ua I I I I EXISTING DECK FRAMING NOTE: � w l x I I I I CONTRACTORTO INSPECT INTEGRETY of EXISTING DECK FRAMING U) o PROVIDE FRENCH DRAIN N I I I I REPORTTO ARCHITECT REGARDING ANY CONCERNS o z co ! Deck Plans PIPED TODRYWELL ' z I I j v < wUj l SIMPSON DTT2Z i ROVIDE GIRDER o o w/ 1/2"O GALV.THREADED ROD Q NEW P.T. LEDGER i i HANGER BRACKET _ _ PROVIDE VENTILATION PANEL NEW P.T. z AT THIS LOCATION w/ NUTS AND WASHERS,(TYP,) SEE(1/A-002) I (2)2x10.D,R�^0R GIRDER u 3 I DISCUSS w/ARCH. IN FIELD LL ,,,�_„y,.. - `;�,f,,.,'F`"%; Q� ,dam .r o s, ,c „�,.r.✓.•�'�;s_.,e.F`,. _fir ," 1Cr .IS— ------t- 77-T------- 1 w O // �/j -” Q r LINE OF CANTILEVED FIRST FLOOR ABOVE 4 J EXISTING LEDGER I I EXISTING LEDGER I I TO REMAIN TO REMAIN _ -------9------ ---- --- --- ------_l_---- --------- - -- --- ----- SCALE:As Noted / / /, / / / / �j� '' ,., e�' P;, .>X',�',.:_:_.'b:�;✓" `. .__._a-__r.;5I _ _ d` i'1` e. a. ,t,% r� }i.'"a"f.t F`r''d.,.y'.,.< 'x �'`�.j ,.s'i a�, / / /�/ � / / , /�/ //////// i/////` - - '-/ , _c e_,:. �<'i - -/� '�- / , j,-moi,_ -.I. '.,te?''�/�`'��`.-` r r . • _ f / / / � / i' // '' // ', / —. Y1� �//��I-///-/ '/ ,��''/ / �/•/' �y- ;// ,'I: / jP / /�,/�i1//, "// ,'T/,',jam/^j /T s/ i/ DTT2� /// ; jSIMPSON DTT2Z"; 1 2"0 GALV.THREADED ROD- / /-/ / /' / 1/2"0 /- / / / - / /w/ GALV.THREADED ROD- NUTS AND WASHERS NP. // / / / / / r /; ) �� /�/// / ', , / / / ;�i,w/NUTS AND WASHERS,(TYP.); /:r, j / // 1%% / /�/I/j�/ �// �j / / �/ / / �/ a%/,/ % / ' / EXISTING FOUNDATION.// �� '/ �, /f, P --�� A 1 00a rd/ In. Foundation Plan 'L Scale, 1/4 - 1 -0 © 2020 Meryl Kramer Architect All Rights Reserved OUTDOOR SHOWER Issue Date: Set: --------- - - -- 5/12/20 For MPLA review-_.__ TAPERED WALL CAP-WHITE --- ----- SWIMMING TO ALIGN WITH FULL COURSING i><Ji - 5/20/20 Pricing 8/6/20 Bldg.Permit Amendment POOL I I_ 4 - --- - --- --- --- - - _ ET STS 4 I. WOOD DECK - - --- -- - - - -- -- - - - MAX WIDTH BETWEEN PO T 10 TP; TEP STEP --- - -- - - - - - - -- - --- - - - - - - I I I TYPICAL OUTDOOR OWER WALL CONSTRUCTION A-200 - - - -- --- --- - -- -- -- -- - - -- - -BEVEL LAP SIDING TO MATCH HOUSE-PAINTED = UP - - -- - - -- - -----_.".---- -" - - -- -- -- -------------------- - ------- - ----- ----- 2 - --- - - - (BOTH SIDES) --------------- I ------ ---- _ o - „ a WATERPROOF MEMBRANE (BOTH SIDES) O SHAMPOO NICHE v - -" --- - - +/ 91-8 1/a -- - -- -- - - -1/2"PLYWOOD (BOTH SIDES) w/PVC JAMBS& BACK PANEL + z — - - -- -- X 3 OUTDOOR SHOWER -ACQ FRAMING - -- - - - - --- - -- -"" - -- - -- - - O - -. N 31/„"-------2'-101/s” - ---31/" 2'-101/8"- - --31/Ir- -"--2'-101/s" 31/2" ----------- (G�EO ti/�. ¢ A I I T��v'1 - - - - - - -- rte-- -- — - KING - - -" - --- - - - - -- ----- -" - - - -- - -) - - - - BENCH TO MATCH WOOD DEC 0 -- - -- -- - - - ALIGN SIDING COURSING ¢ - -- - , c. ... w , I I, I - --SHAMPOO NICHE --- --- {;I - - -- -- SEE3 A-200 - - - - - I OF N� m O LULU213. h N - - - -- - ( -r' 4x4 P.T. POST .N -- -" --- I —"- CLAD EXPOSED PORTION IN 1/2" PVC TRIM - Q � M�4TC�-ID NG - - -- - I I � ----- co OUTDOOR SHOWER � o I ---- Drawing Legend: I I + o -- - - - - _ ———J) - - FIRSTCOURSE — — — — — —11 + - - - - - - Wall To Be Removed - -- -- - I II ` -- - TO AL GN w/HOUSE COURSING o I 3-0 i i Wall To Remain O - - . - - - - " - ;' New Wall LU DECK BEYOND 5/44 IPE DECKING New Foundation Wall 3 - SHOWER FIXTURE - - - - -- -- - Y -------- Lines Above 200 - - -- - -- - - - - --- --- -- - --- -- ------ ------------ Lines Below iMMMEMEMI ___ �vT- _� - - - - - p O - � ---- .--.-- -_ I � ---•----- Guidelines ,- I -_ —---..—-•—- Fence STEPS BEYOND \} ` -- -- - N Door Tag TYPICALDECKSKIRTING -1x4 MAGOGANY w/+/- 1/8 GAP Q -INSECT SCREEN 10 Window Tag -P.T. FRAMING PAINTED BLACK ion X, GRADE SheetA-XXX I Floor Plan - Outdoor Shower �� Detail Tag 1 Scale: 1/2" = 1'-0" 3 Section Detail - Outdoor Shower & Deck Skirting „ , ' Elevation Tag Scale: 1 = 1-0 x x Axxx x Interior Elevation Tag x - IPE HANDRAIL GRIP 4x4 P.T. POST II CLAD EXPOSED PORTION IN PVC TRIM CONTINUOUS 21/s I. 211 1/2"x 1114" _ STEEL HANDRAIL SUPPORT 1/2"x2" WELDED&GROUND SMOOTH TO POSTS FLAT BAR ♦ iv M E R Y L K R A M E R (BLACK) `- STEEL POST(BLACK) a r c h i t e c t PVC DOOR STOP - SIZE AS REQ. 1/2"THICK O O N / STEEL POST(BLACK) -'+� STAINLESS STEEL BASE(BLACK) 2 6 0 H O R T O N S L A N E w POST OFFICE BOX 1600 m SOUTHOLD, NY 1 1971 � � a 6 3 1 - 4 7 7 - 8 7 3 6 OIx w U m k a r c h it e c t c o m J < / / 7 )�eion Detail - Handrail Grip 8 Plan Detail - Handrail Base / Scale: 3" = 1'-0" Scale: 3" = 1'-0" Lesser Maguire r / Residence 925 Youngs Road OUTDOOR SHOWER DOOR Orient NY 11957 / a / SIDING TO MATCH WALLS I , SCTM# (1000-18-1-4) / 5/4 PVC FRAME AROUND DOOR(TYP.) 3 METAL&WOOD HANDRAIL SEE(7&8/A-200) 5/4 PVC JAMB(TYP.) 5/4x4 IPE DECKING Details DECK BEYOND BEVELED SIDING(BOTH SIDES OF WALL) 1'-4" � ' TO MATCH HOUSE OVER WATERPROOF MEMBRANE OVER 1/2"PLYWOOD — w Outdoor Shower& Deck Skirting TYPICAL DECK STEPS SCALE:As Noted -TREADS TO RECEIVE Plan Detail - Outdoor Shower Door 5/4x4 IPE DECKIN w/5/4x6 BOARDER 2 ALIGN w/ DECK SKIRTING Scale: 2" = 1'-0" -RISERS TO MATCH/ALIGN w/DECK SKIRTING GRADE 41 A-200a 6 Section Detail - Deck Steps & Handrail Scale: 1" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved PRECAST CONCRETE DOME L E G E N D r; LESSER—MAGUIRE SDR 35 PVC INLET PIPE � —— PROPERTY LINE SEE PLAN FOR GRADE PIPE SIZE TOP OF DRYWELL / RESIDENCE 2-0 (SEE PLAN FOR oy EXISTING OVERHEAD 925 Youngs Road MAX ELEVATION) ELECTRICAL LINE SDR 35 PVC BACKFILL 3'-0"MINIMUM Orient Point, New York OVERFLOW PIPE ❑ 0 ❑ ❑ AROUND DRYWELL WITH SEE PLAN FOR ❑ ❑ 0 ❑ I a"-1 �"MEDIUM COARSE PIPE SIZE SAND/GRAVEL / PROPOSED 4"SDR 35 ❑ EJ ❑ ❑ ❑ ❑ ❑ 0 L:1 ❑< PRECAST CONCRETE DRAIN PIPE STORM DRAIN RING SEE PLAN FOR DEPTH El ❑ 0 ❑ ❑ TEST HOLE DATA NOTES: El ❑ ❑ 11 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. � (TEST HOLE DUG BYSLACKE TEST BORING,INC ❑ ON AUGUST 13,2019) ❑ El ❑ E:--:] 1125'-0"MAXIMUM DEPTH BELOW GRADE FINE TO MEDIUM 0.0' 2-0 2'-0"MINIMUM ABOVE GROUND WATER BROWN TOPSOIL- SM FINE SILTY SAND,Rffm CLEAN SAND Marshallpoetel MIN2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) �1 2,Q'GROUND WATER LINE �O FINE TO COARSE NON-RATEABLE SOIL DRYWELL TO BE INSTALLED AS PER STATE AND / SM/SW SILTY/CLEAR BROSANDWN LANDSCAPE A R C H I T E C T U R E 6'-0" LOCAL CODES MIN / SOME FINE TO CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL / SMALL GRAVEL NORTH FORK i9; FINE TO MEDIUM 4.0' 5175 Route 48 COARSE FILL EXISTING CHAIN—�� SW LIGHT BROWN/ Mattituck,NY 11952 LINK FENCE RUST BROWN CLEAN SAND- SOME FINE TO pone: (631)209-2410 PRECAST CONCRETE DRYWELL / 0-\b Not to Scale LARGE GRAVEL fax: ,1r (631)315-5000 1 Section FINE BROWN �'Q' email: mail@mplastudio.com SM SILTY SAND- TRACE FINE TO C SMALL GRAVEL 'i Oo 10.0' ARCHITECT: � EXISTING SEPTIC SYSTEM p MEDIUM TO FINE BROWN CLEAN Meryl Kramer Architect TO BE ABANDONED ,lO 0p; SW/SM SAND-SOME 260 Hortons Lane �3� FINE TO SMALL PO Box 1600 GRAVEL IN FINE SILTY SAND Southold, New York 11971 --- _ FINE BROWN SILTY 12'0' Office: (631)-477-8736 SAND-SOME SURVEYOR: C SM/SP COARSE GRAVEL- SOME CLEAN Barrett, Bonacci &Van Weele, P.C. PROPOSED 8'- x 50'POOL- MEDIUM SAND 175 Commerce Drive 3'-6"TO 8'-0"DEPTH 20.0' (SEE DETAIL 2+3) Hauppauge, NY 11788 END OF BORING 20-O'BELOW SURFACE Office: (631)-477-8736 ST �, PROPOSED �.. SEPTIC SYSTEM (AS PER BBV I SANITARY PLAN) EXISTING DECK+STEPS PROPOSED DECK+STEPS TO BE REMOVED (SEE ARCHITECTS PLANS) PROPOSED 4'HT. WOOD FENCE+GATE AS PER NYS POOL CODE i PROPOSED PD-1 1 PROPOSED POOL EQUIP. I 4'HT.WIRE MESH FENCE PROPOSED ^_ / AS PER NYS POOL CODE OUTDOOR SHOWER EP (SEE ARCHITECTS TEST PLANS) HOLE EX.BILCO PROPOSED 8'D.X 4'H. SITE DATA: ' CP 1' POOL BACK WASH DRYWELL (SEE DETAIL 1) SCTM# 1000-18-1-4 EXISTING p✓C PROPOSED 4"SDR 35 Lot Area: 32,730 SF (or 0.751 acres) RESIDENCE DRAIN PIPE(TYP.) A/C EXISTING STOOPS EXISTING PROPOSED B'W. ELECTRIC METER DOUBLE WOOD GATE NOTES: AS PER NYS POOL CODE EXISTING J \ 0y 1. Existing conditions based on survey GAS METER prepared by Barrett, Bonacci and Van Weele, P.C.dated June 21, 2019. 2. This drawing is for the purpose of Oh obtaining permits only. NOT FOR 6"X C TILE FACING CONSTRUCTION. 3. Unauthorized alteration of this plan is a #4 STEEL REINFOFCED WATERLINE 0h violation of NYS Education Law. DEPTH <5'-0" >5'-0" 3" HORIZ. 19b.c. I TO.c. Ory VERT. 10 o.c. $'O.C. e J REVISIONS a FLOOR 10"o.c. EACH WAY ..o P b DATE DESCRIPTION o boEXISTING W �O ELECTRICAL LINED o (3)#4 BARS COM. •a X p BOND BEAM ALLa Q AROUND TIES 1O.C. 0 / Oy #4 BARS PNEUMATICALLYQ MARBLE DUST FINISH APPLIED CONCRETE RADIUS VARIES 6"TO 2N' / oy THICKNESS OF WALL ' ON SHALLOW END VARIES 6"TO 8"MIN. PROPOSED 4'HT. a 25"AND UP ON DEEP END WIRE MESH FENCE+GATE AS PER NYS POOL CODE S e a 1 v b1 WELL 1 �NDSC'Ap �tG��acsha//�o�9'P � O 0TYPI,CAIL GUNITE POOL WALLSECTION 0tion Not to Scale 0 0 w So9o�b X 00 6"N 0�� T4 FN EXISTING DRIVEWAY A TITLE: TOUSED AS CONSTRUCTION O r WATERLINE ENTRANCE ft DECK f DECK / SEE TYPICAL GUNITE in SHALLOW END POOL P E R M I T POOL WALL SECTION DEEP END 00 SITE PLAN D�SCHEDULE QPJ���a OF �+ 20'-0" 14'-0" 50'-0" A4 / 0 5 10 04gOl PROFILE Section SCALE:1'L10'-0" Scale 1"=10'—O" oy DRAWN BY: A.Fox S P 1 CHECKED BY: S.PAETZEL ADATE:2020,08.06 S 19050'30"W 36.95' oy REVISED: SHEET 1 OF 1 C1113 o CL SCTM# 1000-18-1-4 Issue Date: Set: PROPERTY 925 YOUNGS ROAD 8/23/19 PRICING ¢. 9/12/19 Addendum#1 ADDRESS ORIENT, NY 11957 9/18/19 PERMIT 0 ZONING R40 BUILDING HEIGHT ALLOWABLE- 35 ACTUAL-25.75' ' }N, ENERGY CODE COMPLIES WITH 2015 IECC "* k LOT COVERAGE LOT SIZE 32,730 sf Allowable Lot Coverage 20% 6546 sf EXISTING LOT COVERAGE Existing Dwelling 1680 sf .w ,�* �+,� Existing Deck 456 sf O p,RCy� �,} 0 " TOTAL 2136 sf PROPOSED LOT COVERAGE wDP go '� , � Existing Dwelling 1680 sf Proposed Bay Addition 28 sf p 00A Renovated Deck 456 sf TOTAL 2164 sfdot ' SITE PLAN BASED ON SURVEY BY BARRETT BONACCHI &VAN W EELE, PC. 10.1> JUNE 21, 2019 '05, r Drawing Legend: Wall To Be Removed to x .A AP ROVED AS NOTED Wall To Remain V w *' New Wall �,,�"� DATE: B.P.# New Foundation Wall Q4 1100 FEE: BY: - Lines Above (NOTIFY BUILDING DEPA � +� ,p a, �► RTM AT -------- Lines Below „�° x ® • 765-1802 8 AM TO 4 PM FOR THE ------ Guidelines NEW DECK ; FOLLOWING INSPECTIONS: EPS ST °,� 1. FOUNDATION - TWO REQUIRED - Fence NEW DORMER 1'11 «»,.� PIP FOR POURED CONCRETE101 Door Tag ADDITION 2. ROUGH - FRAMING & PLUMBING 01 3. INSULATION 4. FINAL - CONSTRUCTION MUST 101 Window Tag r EXISTING DECK TO > BE COMPLETE FOR C.O. ' REMAIN NEW BAY «» ” ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW section x, ADDITION ,, 1'� YORK STATE. N SheetA-XXX as �. �c • �`wd Y�r; r ., / f r NOT RESPONSIBLE FOR �1r 'r ii ,' as DESIGN -` :,' • r: '`i-' :;. y:'::�; ';.f,;,r,,i;,=„.,.,,''//. ,,,,, •�fr.;``,f' ..•^.;';,.--r.•,,'i' ✓,, _ �'�� :.„;-,� OR CONSTRUCT( ERRORS. X� Detail Tag ,r,,f`. r°I;f/r:,^/, ^� f, f�J^^'•".i!,%/:",!' / ,J / "',' r ,.r,, .,l,f. �r • •/r,✓/!, e .moi f,', ,.:,r(`'/r:'. `i/,. ,;e ,, .!%.':.,f, %!✓:r ;, EXIST. OUTDOOR • M�F� • �`./r%..!'' rF,'.^;'f,,r:j ,r%.1°/'i`;,',.�i"'iY�i''!,�,i%/lf1,f,,.•' ',,�`.,%•�`,'�.':er;'J.;i'.'✓'-,.;%;✓',;•;/f',`,f;✓ ; -- ,. TO BE HOWER X `,'> J`,/ff,! / r/,f`r'`f+i✓J�j`./.f.=.'ffr''ir r.ii.�F.r.!;`''1>„.^!r''j.`1.....J„r, ,/'f.,.,r• ,;: COMPLYCODES � Elevation Tag WITH ALL CODE , ,, ,: ,/ ;;r frf!`.F, �`;� ,• :�`.r�:'��;; r✓ffp'1�.; ,;�,,,r,f::'%,/; � REMOVED � S ::. `�t + '^f.%1:r' %s'`.i'`^'r''i. .:�,' >J'i/`:r :'ii.'''rJ/' r1i'r�'/!r''f:.✓,`./,!:/f !`' `f,`f.'`,A✓r"!,'F!"�Ff.`�'�//,�r�f:'`'`�t -/,sl%j %�''r..•:f'//'°✓`, f"f` ,. N E W YORKSTATE & TOWN CO DES X AS REQUIRED AND OF0/ �, r /,1�,% ` r r'`./!/i r,r^: i/f,'f., .✓.!;,f/.f f,,:/'fr fj. f' /., r`' / o, /`j ,,,,•' •/':,/, ✓ !o r'i;/,',r'' % � !'"f, ,�✓f%''`-. !; - f, f `e:/'^,r',r,'✓� '%%r 'j'f'`.,'ri':l,,,r'r'i;:,r .%. �.�,^ � s,e� f";r.-j:,/f.°r ' f:•f✓'°i,•,,. ,�,�.,':,:J,!`r frf;r:r,!, v 1 � r ,,,^ f • X AXXX X % .ff'rr Interior Elevation �°1� /�/�j' i` 't: `i i ✓,'j r. /.' 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',-'!r r ✓,f /f,,f,.`f�/:,./1 �r%° P.`”. .rl '!,; f -. �Lr n }� ^re r `s,/f', '`,r"'' •re, ;`: ,'i'-"f:-!. r ✓ r ':'r.' - ijlrr 1;1;{. !.`'l:�i' ^✓".'`j i,.''•;, / ILA fi,f,. .,%,: ff✓ ';'`r;'e:`.r, ` !, 'j ,'' . . P,rf r.`:,,;�� rr .�� .1.�.!•-,, ':� ` ,%/,.rs,,jr/,; '�s�. ,r,°r fi.y'j r',^;i`r/"!,r!`.:•// ;,t;�`>:rJr,�i'. '/i f-�'..��,./r, '! ✓,�;'�.'f'' �' Jp,,ijf,;,f..,`'d/'': .1 ,�. ' ';`r f ^ „�r`,:''i moi! �.,rr'/^ !`i r' r' r f ,r'./i j'';r✓!`�!:'','''`� ,. '//,f/>;r'r, /`,! .i,'r�,;i f' r./'•'s^ „rdj'/..' ,rr.,;-1.%'/.`/`'f,.^f,✓f',!'�i '%f /s'`/'.!f^ii:^'/:'r,'✓''.-f-".', ,•' r / ,./✓.` '✓`/',=`;.�' �'! ,,' � �'� ✓., ''''.`,•`,••',,,f; r ,%i;/ //J ,s',! f`,. .� F", r'-! .! %, �,/,t''F: i/ `. �•. �: .'.,,.. r", 'J:'1�,, ,Jr!!:'!'`lJ.f,f! ;,: , i' rffr r' "d, r*,00` '' NCY OR l rfjr/;~✓/r: :;✓/: .err. !'./fi°.' /!`/✓i':'�er/,'f,•�;' ,,,,':fir OCCUPANCY EXIST. STOOP TO '� '., �” '�° 11':x• ' BE REMOVED p ' 00 USE IS UNLAWF� M j A WITHOUT ' I ft�t E R Y L K R A M E R CE1�� fl IC/ 1 i a r c h i t e c t > OF OCCUPANCY NEW STOOP �'� 404 2 6 0 HORTONS LANE ADDITION RETAIN STORM W r. WATER RUNOFF POST OFFICE BOX 1600 'PURSUANT TO CHAPTER 236 OF THE TOWN CODE, SOUTHOLD, NY 11971 M1 . 6 3 1 - 4 7 7 - 8 7 3 6 ell m k a r c h i t e c t c o m PLUMBER CERTIFICATION .� Of1, ;a'- ON LEAD CONTENT BEFORE CERTIFICATEOFOCCUPANCY • , SOLDER USED IN WATER Site Plan Z s'� SUPPLY SYSTEM CANNOT Scale: 1” = 10'-0" EXCEED 2110 OF I% LEAD Lesser Maguire C,/-,-%C, Residence PLUMBINC ALL-PLUMBING WASTE D 925 Youngs Road / TE81-iNGBEFORE CO NEED Orient NY 11957 / ,✓✓� ;: "" SCTM# (1000-18-1-4) si," i REmUIRr® ia\ Site Plan FirzQUIRED y ;V + arid du ctTVvar}: teW s r ng eq'uireci. ti. SCALE:As Noted 'fit PPX n J Y 4' a - Ilk Irk 0'* A 001 7"1P/140�i o . nw.f. >a.c. .ra...w.wt,.:.-Mmxr.'sr�r�„+rs:we:.+:,.. -wra..,rys .�-,a,;.,.w.an.+.,.w:�.,w.»..,�.'r<',.•�ssr ..a,+w, s` „� © 2019 l� Meryl Kramer Architect ? Al Rights Reserved - ww.,...,.,.,Fs,..v,y.-.'k...,-a.n'r..,«,r.•,.-.c..«.ao�.,,.rew,.w..,.rwp.r e:.w•.N,.a»..aa.a:..-�+s-.>.. _ „ -_ ` \ A00ft d GENERAL NOTES: FOUNDATION NOTERe THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue Date: Set: 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 8/23/19 PRICING ACCORDANCE WITH THE NEW YORK STATE UNIFORM 9/12/19 Addendum#1 GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. 9/18/19 PERMIT CONSERVATION CODE,AND LOCAL AUTHORITIES. BLOCKING PER 2-ALL REBAR ASTM A-615 GRADE 60. ULTIMATE ICE SHIELD UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 3 FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE JOIST AS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL ° METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW MANUFACTURES SPEC. THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. Typical Joist Hanger WD FRAME WALL 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 5-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED Not TO Scale� LIGHT OOCHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. AND DECKS ETC. ---� 7-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE PLYWOOD OPENINGS 4. DO NOT SCALE DRAWINGS. RAFTER PROTECTION;THICKNESS TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. -- 5. DESIGN CONSULTANTS OR RECORD ARCHITECT 8-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING R TER w/( 2)8 STRAP PER DEPENDS ON WINDOW OPENING -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY RAFTER w/(12)8d COMMON NAILS ,_� _ WIDTH(I) SUPERVISION,OR ADMINISTRATION OF THIS OF LESS THAN 2 TONS PER SQUARE FOOT. CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL `STEREO�� WALL PLATES : ! ZONING AND OFOF BUILDING CODE COMPLIANCE O PLL NCE SHALL BE THE 9-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. RY L STUD WALL I' NOTE. IN LIEU OF SCREWS,LUGS �9 y (1)CSHP18 METAL WITH NUTS AND WASHERS MAY • 10-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. � ry STRAP PER STUD w/ 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO : 4; n • BE USED (1)CSHP18 METAL STRAP PER (8)8D COMMON FACILITATE CONSTRUCTION AND SHALL NOT BE � : 11-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. STUD w/(8)8D COMMON NAILS PER END CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 2 er (p Rafter/Plate/Stud Connection NAILS PER 10"END LENGTH a SEE OWNER. 12-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE �j, p MECHANICALLY COMPACTED IN 6 LIFTS TO 95/°OF MAXIMUM DRY DENSITY. X4802 Not To Scale o DETAIL ► 7. THIS STRUCTURE HAS BEEN DESIGNED IN �`O ©- ACCORDANCE WITH THE NEW YORK STATE ENERGY 13-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 F NEW CONSERVATION CODE. REBAR DOWELS. ANCHOR BOLTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS w/0.229"x3"x3" SUGGESTED UNDERPINNING PROCEDURES: WALL STUD I BEARING PLATES, FRAM( G 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. 1' (TYR.) DETAILS OF EXISTING STRUCTURE SHOWN IN THE 3"No.8 SCREWS 12"O.C. DRAWINGS ARE BASED ON LIMITED FIELD B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. MEASUREMENTS AND MAY NOT BE ACCURATE. THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. Drawing Legend: a CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONC.WALL WASHER(TYR) CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB Wall To Be Removed FLOOR JOIST - SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. Wall To Remain DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN 1/2"PLYWOOD ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEYWAY New Wall THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION GLASS OR CONSTRUCTION. BETWEEN SECTIONS.ALLOW 7 DAYS CURING. New Foundation Wall - ANCHOR BOLT F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY -------- Lines Above WALL STUD 4'0'C.(TYPICAL) 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE . - Lines Below cv „ 12" ROM CORNERS First Floor & Sill Anchors - JJ' BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE PMOVEMENT a °e w/0.229"x3"x3" $ Not To Scale PLASTIC-COATED LATERAL FORCES ACTING ON THE COMPLETED BUILDING. AND/OR CRACKS.NOTIFY ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. - -'- -'- Guidelines 1 CSHP1S METAL OF THE - Fence ST BEARING PLATES, -� S )1 ANCHORS NT WOOD SCREW DESIGN AND PROVIDE RESPONSIBILITY REQUIRED SHORINDG AND 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR STRAP PER STUD o°' (TYR.) GLASS -• ----- - w/(8)8D COMMON e BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN THREE FEET FROM NEW WALL. 101 Door Tag 1/2 PLYWOOD THE STABILITY AND SAFETY OF THE NAILS PER ENDS PARTIALLY-COMPLETED STRUCTURE AND FOR FRnMiING CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. FRAMING NOT S: 101 Window Tag 3 Stud Straps @ Second Floor Box �_ Not To Scale �r 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Header & Post Tie Downs SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ` A�zx Section X, 7WASHER(TYR) PROJECTTHAT ARE THE SAME OR SIMILAR TO THOSE ® Sheet A-XXX Not To Scale SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING MIN• Nail Sizes ' TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF x Detail Tag Joint Description (common nails M.N.) Nail Spacing - - THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: � - - 3"No.8 SCREWS 12"O.C. WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB-900 PSI ROOF FRAMING DET/IL A-TYPICAL ATTACHMENT OF IN THE DRAWINGS. FV=18o PSI _ --- - -- PLYWOOD OPENINGS PROTECTION TO FC PERP=625 PSI Aix Elevation Tag Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOCD-FRAME BUILDING 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E= 1,600,000 NSI BEA (2)1/2"DIA. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE Ceiling Joist to Parallel Rafter Face-nailed 3-16d each la x THROUGH-BOLTS g ( ) P INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: {_ w/WASHERS Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap ALTERNATE TO 120 MPH CERTIFIED WINDOW ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI Collar Tie to Rafter(Face-nailed) 2-8d per tie INSTALLATION: PLYWOOD PANEL WINDOW AND WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI x Axxx x Interior Elevation Tag DECK POST 5 1/2" 4' 4' Blocking to Rafter(Toe-nailed) 2-8d each end CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI x Rim Board to Rafter(End-nailed) 2-16d each end DOOR PROTECTION FOR WOOD FRAMED BUILDINGS E=2,000,000 PSI MIN..- 41-0"I 4'-0" P. TYP. WALL FRAMING 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: J _ Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot FB=2,800 PSI Oa FV=290 PSI ;�T 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side FC PERP=740 PSI Stud to Stud(Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges E=2,100,000 PSI OST BASE 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FB=3,000 PSI y t p v- 2-16d per 2x6 stud FV=300 PSI � :- i FC PERP=850 PSI s a 2 16d per 2x8 stud E=2,100,000 PSI M E R Y L K R A M E R (Face-nailed) o 2 1 2 2 1 2 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2 1,2 16d per foot 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BYTHE SPIB. a r c h i t e c t d-�---�V--_--�-- 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN FLOOR FRAMING_ ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist 260 H O R T O N S LANE 4 Deck Beam/Post Bridgingto Joist(Toe-nailed) 2-8d each end 2x4 BLOCKING AT PANEL EDGES 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL DESIGNATED Not TO Scale _ Blocking to Joist(Toe-nailed) 2-8d each end CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL POST OFFICE BOX 1 6 0 0 j g p ( ) CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. S O U T H O L D, NY 1 1 9 7 1 3 2 3 3 2 3 � � Blocking to Sill or To Plate Toe-nailed 3-16d each block Ledger Strip to Beam(Face-nailed) 3 16d each joist WALL STUDS,SEE PLAN 8.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING 6 3 1 - 4 7 7 - 8 7 3 6 Gable Roof Plan:7 to 45 degrees Joist on Ledger to Beam(Toe nailed) 3-8d perjoist OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. FIELD). Band Joist to Joist(End-nailed) 3-16d perjoist CSHP18 METAL Band Joist to Sill or Top Plate(Toe-nailed) 2-16d m k a r c h i t e c t c o m 1 per foot 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT STRAPS w/(8)8D 4'-0" TYp; SPACING INDICATED,EXPOSURE DURABILITY(,TWO SPAN MINIUMUM. COMMON NAILS PER ROOFSHEATHING_ _ 1i0"END LENGTH PANEL EDGE FASTENING, 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED RAFTER C? 3 2 2 3 d Structural Panels 8d SEE NAILING SCHEDULE 8d COMMON NAILS AT 3"oc (PER DETAIL H/S-100) I BLOCKING Diagonal Board Sheathing PANEL INTERMEDIATE FASTENING, 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 1"x 6"or 1"x 8" 2-8d per support 8d COMMON NAILS AT 6"oc 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. L`��7�7e r RIDGE BEAM 1"x 10"or wider 3-8d per support WALL SHEATHING,SEE PLAN, Maguire - - LONG DIRECTION PERP.TO 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. CEILING SHEATHING FRAMING,ENDS STAGGERED Resp d e n ce 14.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Rafter Straps 2 1 1 2 Gypsum Wallboard 5d 7 edge/10 field c5 P _ __ 15.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUTSPLICES. 925 Youngs Road Not To Scale WALL SHEATHING Structural Panels 8d (see detail 10/A002) 16.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. Orient NY 11.957 WOOD BEAM Fiberboard Panels 17.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS SCTM# (1000-18-1-4) 7/16" 6d 3"edge/6"field INCLUDING SOLID BLOCKING IN FLOOR SPACES. e 1 3 2 2 3 25/32" 8d 3"edge/6"field 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. v STEEL PLATE ItNl- Gypsum Wallboard 5d 7"edge/10"field _Typical Wall Sheathing Layout & Fastening 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. Gable Roof Plan:0 to 7 degrees Hardboard 8d (see table 3.9) Not To Scale STEEL COLUMN Particleboard Panels 8d (see table 3.9) 20.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED Diagonal Board Sheathing FASTENER. 1"x 6"or 1"x 8" - - - 2-8d per support - Code Sheet ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d-----.-. per support STEEL Zone 1 Zone 2 Zone 3 _ F_LOORSHEATHING 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 Structural Panels 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. STEEL COLUMN FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less Bid 6"edge/12"field greater than 1" 10d 6"edge/6"field 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2" BOLT f1"x 6"or 1"x 8" 2-8d per support „ S OR UNLESS OTHERWISE SHOWN ON THE � , J PLANS. ' _o_rt '' FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1"x 10"or wider 3-8d per supp 1 ;; CONCRETE PIER SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUN4N a .' SUPPORTS. SCALE:As Noted • a 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed a., .' a•a'• d 3"on-center at the panel edge to obtain higher shear capacities ,nailing requirements for structural members shall 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC; be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. STANDARDS. 5.ALL WELD JOINTSARE TO USE E70XX ELECTRODES. 6 Porch Beam/Column Anchor 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. A-002 Not To Scale 9 Simplified Roof Sheathing Nailing Schedule Not To Scale © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT WINDOW NOTE: WIIMLJOW SCHEDULE -- QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER N0. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT REMARKS - GLASS- TO VERIFY R.o. ON WINDOW QUOTE PRIOR TO FRAMING Q o A 4 ANDERSEN (400 Series) WDH2856 Double Hung EXT-(Black) INT-(Black) 21101,/8" 514 7/8" FULL DIVIDED LIGHTS w/ 3/4" GRILLES B 2 ANDERSEN (400 Series) WDH24310 Double Hung EXT(Black) INT-(Primed) 2'61/8" 410 7/8" - HARDWARE- (STANDARD - BLACK) (TRADITIONAL FOLDING - BLACK) C 1 ANDERSEN (400 Series) CW13 Casement EXT(Black) INT-(Black) 214 3/8" 3101/2" - SCREEN (BLACK FRAME INSECT SCREEN) D 1 ANDERSEN (400 Series) (3) CX135 Casement EXT-(Black) INT-(Black) 813" 315 3/8" Single stud pocket w/Andersen - REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICATIONS filler&vinyl trim mull cover E 1 ANDERSEN (400 Series) (2) C13 Casement EXT-(Black) INT-(Black) 4123/40 3'01/2" Single stud pocket w/Andersen filler&vinyl trim mull cover ,�E�tED AR F 2 ANDERSEN (400 Series) C13 Casement EXT-(Black) INT-(Black) 2'21/8" 312" � �'�L K cti'� Single stud pocket w/Andersen �� �� G 1 ANDERSEN (400 Series) (3) WDH21052 Double Hung EXT(Black) INT-(Black) 913 3/8ff 514 7/8n filler &vinyl trim mull cover Single stud pocket w/Andersen A H 1 ANDERSEN (400 Series) (2) WDH21052 Double Hung EXT-(Black) INT-(Black) 6113/4" 5147/811 filler &vinyl trim mull cover ��, 024802 Single stud pocket w/Andersen °F NES I 1 ANDERSEN (400 Series) (2) WDH2652 Double Hung EXT-(Black) INT-(Black) 5'71,/4" 516 3/8" filler &vinyl trim mull cover J 1 ANDERSEN (400 Series) CW13 Casement EXT-(Black) INT-(Black) 214 7/8" 3'01/2" K 1 ANDERSEN (400 Series) P2030 Fixed Glass EXT-(Black) INT(Black) 2'21,/8" 312" L 2 ANDERSEN 400 Series) AR251 AwningEXT-(Black) INT-(Black) 214 7/8" 1'51,/2" Contractor to verify fit in existing Drawing Legend: R.O. Wall To Be Removed Wall To emain New Wall New Foundation Wall -------- Lines Above EXTERIOR DOOR NOTES: ------------ Lines Below EXTErK0qh10rRD00rK0r& SCHEODWLE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER — — — — — Guidelines - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING — — — -- Fence ROUGH OPENING UNIT SIZE - GLASS -ANDERSEN 101 Door Tag NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Height Width Height Thickness REMARKS - LOW-E4 w/ FULL DIVIDED LIGHTS w/ 3/4" GRILLES 1 1 SIMPSON 37504 Swing Bi-part Fir w/ Ultrablock (Painted) 510" 618" 13/4" 3/4" Flat panel - ENTRY DOORS 101 Window Tag - INSULATED GLASS w/ SDL GRILLS 2 1 SIMPSON 37504 Swing Simple Fir w/ Ultrablock (Painted) 310" 618" 13/4" 3/4" Flat panel - HARDWARE - ANDERSEN DOOR HARDWARE ion X, - ALBANY (BLACK) A> SheetA-XXX 3 1 ANDERSEN (400 Series) FWH31611AR Swing Simple EXT-(Black) INT-(Black) 311" 6111" - ENTRY DOOR HARDWARE - BALDWIN BALTIMORE ENTRANCE 6556 w/ 5015 KNOB Detail Tag 4 1 ANDERSEN (400 Series) FWH60611 Swing Bi-part EXT-(Black) INT-(Black) 6'0" 6111" '� SPLIT FINISH 5 1 CLOP AY Avante Overhead Black w/ Frosted Glass 910" 710" Verify size to match existing - EXTERIOR-VINTAGE BRASS (.033) ax Elevation Tag 6 1 j CLO PAY Avante Overhead Black w/ Frosted Glass 9'0" 7'0" Verify size to match existing - INTERIOR- SATIN BLACK (.190) - SCREEN (BLACK FRAME INSECT SCREEN) - REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICATIONS X O X Interior Elevation Tag X i INTERIOR DOOR NOTES: IIMTERIO"Rh Ur"" U"" OR" SCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER 1 - HARDWARE Al ROUGH OPENING UNIT SIZE -SWINGING DOOR HARDWARE �. NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH O_lidth _RO_Heiah Width Hei ht Thickness REMARKS - BALDWIN "5015 ESTATE KNOB" (SATIN BLACK) 101 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 2110" 618" 13/8" Square sticking w/ Flat panel (MODEL #5015.190) M E R Y L K R A M E R - BALDWIN "R048 MID-CENTURY ROSETTE" (SATIN BLACK) (KEY LESS) a r c h it e c t 102 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 2110" 618" 13/8" Square sticking w/ Flat panel (MODEL #R048.190) - POCKET DOOR HARDWARE 103 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 216" 618" 13/8" Square sticking w/ Flat panel - EMTEK "POCKET DOOR MORTISE, MODERN RECTANGULAR" (FLAT BLACK - US19) 2 6 0 H ORTONS LANE 104 1 SIMPSON 8782 Pocket Simple MDF smooth (primed) 216" 618" 13/8" Square sticking w/ Flat panel - REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICATIONS POST OFFICE B O x 1600 SOUTHOLD, NY 1 1971 105 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 216" 618" 13/8" Square sticking w/ Flat panel 6 3 1 - 4 7 7 - 8 7 3 6 106 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 216" 618" 13/8" Square sticking w/ Flat panel m k a r c h i t e c t , c o m 107 1 Cased Opening 912" 618" 13/8" 108 1 Cased Opening 216" 618" 13/8" 109 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 216" 618" 13/8" Square sticking w/ Flat panel 110 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 212" 618" 13/8" Square sticking w/ Flat panel esser Maguire 201 1 SIMPSON 8782 Pocket Simple MDF smooth (primed) 210" 618" 13/8" Square sticking w/ Flat panel Residence 202 1 Cased Opening 218" 618" 3/8" 925 Youngs Road 203 1 �SIMPSON 8782 Swing Simple MDF smooth (primed) 218" 618" 13/8" Square sticking w/ Flat panel Orient NY 11957 SCTM# (1000-18-1-4) 204 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 216" 618" 13/8" Square sticking w/ Flat panel 205 1 SIMPSON 8782 Slider MDF smooth (primed) 610" 618" 13/8" Square sticking w/ Flat panel 206 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 210" 618" 13/8" Square sticking w/ Flat panel 207 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 210" 618" 13/8" Square sticking w/ Flat panel 208 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 216" 618" 13/8" Square sticking w/ Flat panel Window& Door Schedule 209 1 SIMPSON 8782 Swing Bi-part MDF smooth (primed) 510" 618" 13/8" Square sticking w/ Flat panel 210 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 216" 618" 13/8 Square sticking w/ Flat panel 211 1 SIMPSON 8782 Swing Simple MDF smooth (primed) '216" 618" 13/8" Square sticking w/ Flat panel 212 1 SIMPSON 8782 Swing Simple MDF smooth (primed) 2'0" 618" 13/8" Square sticking w/ Flat panel SCALE:As Noted A-003 © 2019 Meryl Kramer Architect All Rights Reserved 1 1 Issue Date: Set: 8/23/19 PRICING -30 -30 9/12/19 Addendum#1 9/18/19 PERMIT _ _ _ LINE OF NEW WOOD STEPS ABOVE ,�EFtED q c 2x12 STAIR STRINGERS �5 @ 16" O.C.(TYP.) � � � � � � � � � � � � � �Ca ��� x ��F �0 -(LKP - I -I- - - -I- �- -I- -I - - �- - 0 I II I I I I I I 8, —j— — — L —I— _ I- — —L— —J — A 0 ,802 I- - - - - - - - - - i— —� T� ?48 -i- U-1� A LINE OF EXIST WOOD DECK ABOVE NCOQ'" Ld Z Q�.�. _ a OF NE°N LU oW I U) o f— U) w J Ou_ cn 30l-.1 1_._ 12'-1" 13'-10" 12'-OY2" z Drawing Legend: Ln kN NEW CANTILEVERED BAYABOVE ¢ Wall To Be Removed TYPICAL DECK SUPPORTING PIER m U) NEW 6x6 P.T. POST ? o Wall To Remain w/ABU66Z POST BASE U New Wall U _ SET ON 10"SONOTUBE NEW P.T. (3)2x12 p New Foundation Wall w/(2)#4 VERTICAL DOWELS, _—_—___—_—_ _ ' ON BIGFOOT BF24 FOOTING `�—�- — — — — — — — — EXISTING WINDOWS -------- Lines Above UNEXCAVATED 36" MIN. BELOW GRADE � - ' � � TO BE FILLED IN ------------ Lines Below GARAGE FOUNDATION N SLAB ON GRADE o + — — — — — — — — — Guidelines _ - _ — — — -- Fence CENTER POST ON STUD WALL 101 Door Tag o � SECURE NEW FOUNDATION& FOOTINGS a o � WITH 24" LONG #5 BARS @ 12"O.C. LU +/-12'-71/4" I +/-9'-83/4" s u U- z cs DOWEL INTO EXISTING FOUNDATION 10 Window Tag w r p z o &EPDXY IN PLACE,(TYP.) c~n U 6"EMBEDMENT MIN. cn w III x I Section X, oSheet A-XX OF Xzw ( W FNDWALLS) O 7 o O F- o o UJ m@ W 0- o � 0 � ' Detail Tag z _' WN " U N UNFINISHED BASEMENT \� z z7, x PAINT FLOOR V w i _ cn w 3 - Elevation Tag EXISTING SET ON 30"x3011 P.C. FOOTING _ SUiVIP PINP p x m w/(4)#4 REBAR EACH WAY /�/ EXISTING x Axxx x ��� AHU g Interior Elevation Ta /�iiX�%' / f// EXIST. 3 2x10 DROP GIRDER - O ' NEW GALV.3.5 DIA.STD. PIPE(4 O.D.) /� /r � � 11 _-----_— —_ -- _—_----__ x ASTM A53 gr. B I i�''p � ii �/ , ---cr------ --6-- --6---------- / w W/ 1/2"x8"x8"BASE PLATE I '/��� &(4) 1/2" DIA. EXPANSION ANCHORS % o EXISTING J/ GAS I � j /x. I o BOILER Ir /J,/,/ SECURE NEW SLAB �'; Cl) -j U) I --- 11 11 I � / •- /i// / �J� WITH 24 LONG #5 BARS @ 12 O.C. !>s+ %' NEW,: A L PACE CCI Q XISTING DOWEL INTO EXISTING SLAB I j'' % /�i ' / /,' &EPDXY IN PLACE,(TYP.) _ _� _+.— —�__— — _ ! %/! '�'� '� )�'/` ! / s o MECHANICAL :ll _ OIL FIRED 6" EMBEDMENT MIN. , ,' — :r. — ri; r ;~- w O T--- 7, r—r—-T T ILL_ M E R Y L K R A M E R LINE OF EXIST. FOUNDATION WALL- 1—I— I —I— =-/ U1. •. N EXISTINGO a r c h it e c t CUT DOWN TO B.O. EXIST SLAB WELL PUMP �. v O a' - I I u' PROPOSED CRAWL SPA UP 260 HORTONS LANE LINE OF EXIST.WOOD STEPS -e� NEW 2"RAT SLAB EXISTING EXISTING TO BE REMOVED ; OIL TANK ELEC. PANELS POST OFFICE BOX 1 6 0 0 200 AMP o SOUTHOLD, NY 1 1971 7. 6 3 1 4 7 7 8 7 3 6 NATURAL GAS CDLINE mlcarchitectcom I I O LINE OF NEW mer Maguire MASONRY STOOP ABOVE L — — — — — � LINE OF EXIST. Residence MASONRY STOOP ABOVE D 925 Youngs Road Orient NY 11957 SCTM# (1000-18-1-4) Foundation Plan 0 Foundation Plan 'L Scale: 1/4" SCALE:As Noted A- 1 00 © 2019 Meryl Kramer Architect All Rights Reserved ' — — ' , Issue Date: Set: 30 -30 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT 23-7" (COORDINATE INFIELD) LINE OF EXISTING WOOD STEPS-\ NEWWOODSTEPS TO BE REMOVED D 024802, Of N uj 0 UP 5/44 IPE DECKING - ----- EXISTING DECK FRAMING TO REMAIN Drawing Legend: OUTDOOR SHOWER FIXTURE Wall To Remain LOCATION T.B.D. IN FIELD &2x6 CEfLINGJOISTS_@�-16'_'o.C-- New Wall Ld NEW DOOR ------------ Lines Below00- �O '61'% — —1 Section X,^ U) Guidelines 04 -zt LINE OF EXISTING OUTDOOR SHOWER Ln 0 0 > G DoorTag 1 0 BE REMOVED 0 NEW 0 0 0 1t A KITCHEN = (n W '_j x (p ;-- GARAG A-401 -TILE-FILOO SALVAGED WOOD FLOOR x @ Window Tag LL S 6.1 ALL WALLS&CEILING Ln x IT-1 0 LU 3 uj DINING ------ ------ NEW(3) 117/8"LVL 4�a 11 1\ f,_ 1\ 11 ,I " -,I " -,\ �i REFINISH WOOD FLOOR TO REMAIN Detail Tag 0 Elevation Tag �i LINE OF EXISTING WALLS TO BE REMOVED(TYP.) LU x x Interior Elevation Tag NEW GARAGE DOOR Ln EXIST.kC UNITS x 0 1H 0 DRYER REFINISH WOOD FLOOR LAUNDRY i DIN LINE OF EXISTING WA LS sr +r SHELVES TO STAIR NOSE DO NEW CODE COMPLIANT 0 ui REMOVE AND SALVAGE WOOD FLOOR HEARTH&SURROUND > Z NEW WOOD FLOOR SEE NOTE (SEE A-402) a r c h i t e c t d 0 AS PER 2015 IRC 2 SEC.R311.7.8&R312 Uj U) C) WORK BENCH LU (3)2x1O (3)2xlO (3)-2x10- POST OFFICE BOX 1600 - /�\ /�\ w/EXIST.FNDVVALLBELOVV NEW MASONRY STOOP wEvvvv|muovv NEW WINDOW LOCATE DOOR FOR NEVVVV|NDOVV NEVVVV|NDOVV FER � ^ IN EXIST. R.D. IN EXIST. R.O. |NEXIST. R.0. |NEXIST. R.O. C? V MODIFIED STOOP - C? w/ BLUESTCNE TREADS& LANDING TO MATCH EXIST. STUCCO WA_LS&STEP RISERS 1. INDICATES NUMBER OF JACK& KING STUDS. UP PROVIDE(1)JACK&(1)KING STUD AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. Lesser Maguire //If UP Residence 41-1111 61-7 61-IOY2" 41-7Y211 EXIST.STOCP WOOD FLOORING NOM EXISTING BLUEST0NETREADS&LANDING TO REMAIN 925 Youngs Road NEW STUCCO VENEER @ WALLS&STEP RISERS REMOVE EXISTING WOOD PLANK FLOORING FROM DEN& DEN CLOSET, DEN TO RECEIVE NEW PINE FLOORING (SIZE TO MATCH EXISTING) Orient NY 11957 RE-INSTALL(WEAVE IN)SALVAGED WOOD AT KITCHEN SCTM# (1000-18-1-4) INSTALL PLYWOOD FLOORING UNDER CABINETS AND ISLAND AREAS SEE PROJECT MANUAL FOR FLOOR FINISH NOTES First Floor Plan F S1 Floor Plan SCALE:As Noted A- 1 01 C2029 Meryl Kramer Architect ' All Rights Reserved 1 1 Issue Date: Set: -30 -30 7/10/19 FOR REVIEW 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT ED Aqo N 0�2 O OP IN 4'-71/4" 13'-61/2" 4'-101/4" A NEW DORMER Drawing Legend: ( _ _ _ _ _ _ Wall To Be Removed 3'-111/2" 5'-37/8" 4'-31/$"- -- T Wall To Remain 1 A 403 New Wall - - - - - - - - -- _ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - INGLE STUD ---- SINGLE STUD--- --- New Foundation Wall BETWEEN UNITS TYP. /- BETWEEN UNITS ( E > -- - - - -- --- T. --- T-f-- � �-- - ------ -- - -- - -- -------- Lines Above ALIGN Nj _ G CENTER WIND NEW(3)2x10 NEW($)2x10' , �.� O ?�`� OW H ------------ Lines Below I�P�ET HEADER 'UPSET�1EAD1=R__ i- I � { �, I ON KITCHEN - - - - _ 0 K CEN WINDOW BELOW --- Guidelines Fence NEW 2 1 2"LVL NEW HEADER -SIN O NEW / 2x10 1 B EEN UNITS(77 )7�1 k t{ - >-1 ( EQ EQ. 101 Door Tag — W.C. — - ---- - { ; 101 I 5 WlndowT g --r ---- ,- -.- --- -r-- ---1201 -- 7' KNEE WALL - > 209 STH � NEW\/i It(, (LE FLOOi� I - BEDROOM #2X section x, a I V I Sheet A XXX - NEW WOOD FLOOR -- - - � �EW__ � MASTER BEDROOM E�,T ROOM MASTERWL? N BATH 02203 xNEW TILE FLOOR Woo FLOOR ( p NEWT WOOD FLOOR 207 C Detail Tag LINE OF RIDG[ � — `�wz -- I - - I NEW ATTIC , STAIR HALL X LIN. v 204 iACCES HATCH: NEW WOOD FLOOR 208 Axxx Elevation Tag ------ I I cn - -b'Nplp x W 7' KNEE WALL ` - -- J -NEW x Axxx x Interior Elevation Tag GUARD /HANDRAIL x H 210 BEDROOM #3 NEW wlNDow NEW WOOD FLOOR IN EXIST.R.O. 205 212 — -- -- 'NEW WINDOW J LINE OF 8'-0"CLG. 211 LINE E OF 8'-0"CLG. STORAGE , NEW - -- - - - - - - - - - - - --- - - i WOOD FLOOR y I M E R Y L K R A M E R I I a r c h i t e c t I I 2 6 0 H ORTONS LANE POST OFFICE BOX 1600 — — ` — — — — — — — — — — — - — — — SOUTHOLD, NY 1 1 971 I - - - -- ---- -- - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 3 1 - 4 7 7 - 8 7 3 6 -- - -- f- - m k a r c h i t e c t c m v Lesser Maguire Residence 925 Youngs Road FRAMING NOTE: Orient NY 11957 SCTM# (1000-18-1-4) 1. >`� INDICATES NUMBER OF JACK&KING STUDS. PROVIDE(1)JACK&(1)KING STUD AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. Second Floor Plan 2 Second Floor Plan �►2 -s-ca-10A" = 1'-0" SCALE:As Noted A- 1 02 L L © 2019 Meryl Kramer Architect All Rights Reserved 1 1 Issue Date: Set: - -30 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT ��ERED qRc �� aY L Kra N -A 9TH` O?4802 y©�� OF N E`N PROPOSED DORMER EXISTING DORMER Drawing Legend: Wall To Be Removed Wall To Remain New Wall -- --- -- - -- - - -- ---- --- - - - -- - -- - - -- -- - - - - --- -- - - ---- ----- -� ' I New Foundation Wall I I , -------- Lines Above NEW ARCHITECTURAL GRADE ---- ' �' ------------ Lines Below ' ASPHALT SHINGLES I - TO MATCH EXISTING ; W —•—•— — — Guidelines < � � T — - - - - - - - - - I _ - - - - - � - I — — — -- Fence LO u_ Iw Oj � 101 I a _ o DoorTag g v� I (x U (D 00 W W (CJ zN CL a - L N Window Tag O w _ I� 0 U) � LINE OF EXISTING ROOF �I I u I I r cV I O Lo I Axxx —' Section X, TO BE REMOVED SheetA-XXX w II ao A ---I i I' I I : - I x II N I - EXISTING RIDGE BEAM r 1 z a Detail Tag of 57< 11 : F Uj Elevation Tag �j EXISTING -- x ASPHALT ROOF SHINGLES , 1 I I I TO REMAINN � I I II x AO x Interior Elevation Tag w u-'_, I EXISTING RIDGE BEAM x p Q . '1 Z XN 'I w I w i W N I jQ O - - w I N ' Q,� p0I cI �'� - - -- - - - - -- - - M E R Y L K R A M E R DI I' I 00 I Ic h r I e c a x t t w I ; N a c�n'Q. L' �I ' rl o z , V7 N , I, I' u� II 260 HORTONS LANE 1 + w! -- LINE OF SECOND FLOOR EXTERIOR WALLS I POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 -- - --'-- - - --- ---- - - - - - - ------- -- - - - ----- -- - - - - - - -- - - - - - - - ----- - -I -- 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m LINE OF FIRST FLOOR EXTERIOR WALLS Liesser Maguire Residence 925 Youngs Road Orient NY 11957 SCTM# (1000-18-1-4) 3 Roof Plan Scale: 1/4" = V-0" Roof Plan SCALE:As Noted A- 1 03 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT I " LINE OF EXISTING ROOF& BEAM- - - EXISTING BRICK CHIMNEY TO REMAIN TO BE REMOVED - - F - L EXISTING ROOFING TO REMAIN \� ED qyC�i _ PATCH AS REQ. ��{'L Kilt�q'' �AlAA .a -- - _— - -A - - N 024302 oQ' _� _ of NES - -- -----— -- -- —-1 ---- ------- -i L:__ - TYPICAL EXTERIOR TRIM: -NEW COMPOSITE 1x6 RAKE& FASCIA ---- ---- -- ----- -- -- - -NEW COMPOSITE 1x6 NICKEL GAP SOFFIT B B _ll.`__ ---- - - -NEW 1x4 COMPOSITE WINDOW CASING ' \ A w/COMPOSITE HISTORIC SILL -- - _ = Drawing Legend: — Wall To Be Removed - --- - - - -[- ' - Wall To Remain -- - ---- -- - ___ New Wall NEW COMPOSITE LAP SIDING(TYP.) _ -- - New Foundation Wall - -- - — - - -------- Lines Above ` - -- - L --- ----------- --- L ------------ Lines Below — — — — — Guidelines NEW MASONRY STOOP- \--NEW HANDRAIL--/-"". EXISTING STOOP --•--•-•.- - Fence SEE NOTES ON PLAN SEE A-500 SEE NOTES ON PLAN G Door Tag 101 Window Tag A x Section X, Sheet A-XXX 1 -_East Elevation_ (_1.�� Scale: 1/4" = 1'-0" `Q_'' �L Detail Tag X_ AXXX Elevation Tag x x O x Interior Elevation Tag x - I -[ M E R Y L K R A M E R '-r a r c h i t e c t 2 6 0 HORTONS LANE - '- - - -- -- POST OFFICE BOX 1600 -I SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 _ r - m k a r c h i t e c t c o m I — - ------- Lesser Maguire _ i - Residence _------ - - - --- 925 Youngs Road ___________- _ Orient NY 11957 --------LINE OF OUTDOOR SHOWER � _ r TO BE REMOVED SCTM# (1000-18-1-4) NEW HANDRAIL - - - �--r= - -�- -� r- - - - NEW HANDRAIL SEE A-500 - — SEE A-500 -- ° I - — NEWDECKSKIRTING - - - - - - �� SEE A-500 Elevations -- SCALE:As Noted 2 North Elevation Scale: 1A = 1 1'-0" A-200 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT -- NEW ARCHITECTURAL GRADE ASPHALT SHINGLES _- PROPOSED DORMER TO MATCH EXISTING - I - - CENTER -LINE OF EXISTING---- --- ROOF& BEAM ITO BE REMOVED W NDOWS I - 1- -- -- -- -- F - ---- F E - ,��RED A'QC 5 I ti LK Y / C7 -- ��_ =- - -----t I EXISTING ROOFING TO REMAIN , C� H G PATCH AS REQ. i N - -- --- _ -- -- - -- -- ---: - 248 ')A ©ems r_' PROPOSED 1 S�ORY ADDITION pF L � I LINE OF EXISTING OUTDOOR SHOWER -r- C --- --- ----- TO BE REMOVED \� - - - I - -- -- --_-- - \ _ _ - - = I ------ --- - - - - ---- NEW COMPOSITE LAP SIDING(TYP.) 7- - --- \ 4 3 ------ - --- Drawing Legend: 1 7 Wall To Be Removed Wall To Remain - — -- --- ---- _ -- --- New Wall p New Foundation Wall --- -------- L mes Above -- Lines Below ----- ---- -- -- — -' \I Guidelines NEW DECK SKIRTING--/ `_NEW HANDRAIL - - - -- Fence SEE 7/A-500 NEW WOOD STEPS SEE A-500101 Door Tag SEE 6/A-500 101 Window Tag X nxxx —� Section X, =7 Sheet A-XXX 1 East Elevation Lr� Detail Tag Scale: 11 x Axxx Elevation Tag x x nxxx x Interior Elevation Tag x PROPOSED DORMER -_ � \ I M E R Y L K R A M E R - L a r c h it e c t 260 HORTONS LANE -- - _- ` POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 -----� J \ 6 3 1 - 4 7 7 - 8 7 3 6 it LINE OF EXISTING BEAM- --- --- - _ m k a r c h i t e c t c o m TO BE REMOVED K \ U �I __-- - Lesser Maguire - Residence ---- - 925 Youngs Road -- — ----- --- -- Orient NY 11957 - ----- r - -- - -- --� — SCTM# (1000-18-1-4) r � NEW HANDRAIL SEE A-500 I/ Elevations I Ii I, i NEW WOOD STEPS NEW MASONRY STOOP l SEE 6/A-500 SCALE:As Noted 2 North Elevation Scale: 1/4" = 1'-0" A-201 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT EXISTING EXTERIOR WALL - w/NEW SIDING BATH 2 EXIST ROOF 0 KITCHEN ADDITION: -ASPHALTSHINGLES TO REMAIN PATCH AS REQ. -EXIST. ROOF RAFTERS TO REMAIN w/3"CLOSED CELL SPRAY INSULATION (R-18) ' I &(R-21) BATT INSULATION ; - 1/2"GYPSUM WALL BOARD(PAINTED) WHERE APPLICABLE ....:: I I D'q/4 NEW UPSET HEADER S 70 (SEE PLAN FOR SIZE) ;�.. . NEW HEADER k . :y,ROUGH OPENING I I k (SEE PLAN FOR SIZE) N NEW HALF ROUND GUTTERS Oz .(® WHITE(TYP.) OF NEW Q` COMPOSITE 1x6 FASCIA------- PTD ASCIA ----PTD WHITE(TYP.) SIMPSON LRU21OZ HANGER ' ATEACH EXIST.RAFTER /. Drawing- Legend: end: g g I i F . p 'N�pR [ _ _ _ _ _ _ j Wall To Be Removed S, i z Wall To Remain '- / " -------- --- — New Wall --._ --- ---------- ---�- ------- -- - EXIST.CEILING JOIS �, T.O. 2nd Floor Plate TS — — — — — — — — — — — — — — — — — — New Foundation Wall j KITCHEN F 16'-11 1/2" -------- Lines Above ------------ Lines Below Guidelines Fence i tEt)ROOM #2 BEDROOM #3 Com- " I II 00 sos Door Tag I O I / TYPICAL NEW EXTERIOR WALL CONSTRUCTION: \ -HARDIE PLANK LAP SIDING(PAINTED) / 10 Window Tag -BENJAMIN OBDYKE HYDROGAP ='f DRAINABLE HOUSEWRAP _ / \ T.O. 2nd Sub Floor -x– _ Section X, - 1/2"APA RATED PLYWOOD SHEATHING G^ EXIST. FLOOR JOISTS —� Sheet A-XXX -2x6 @ 16"O.C.STUD WALL .__ 8 -101/4 w/2"CLOSED CELL SPRAY FOAM (R-12) T.O. 1 st Floor Plate Q-0&(R-15)BATT INSULATIODetail Tag 1/2"GYPSUM WALL BOARD(PAINTED) ; l 8'-01/4" - � .: i � • - Axxx Elevation Tag y KITCHEN LIVING � �o x x Axxx x Interior Elevation Tag x ---2x BLOCKING �,r_ -�. m r,, a T.O. 1st Sub Floor NEW DECKING - -- - _ - - - - - - - - - - - -0� / BETWEEN JOISTS EXIST. DECK J ISTS —NEW CANT. FLOOR JOISTS Z UNFINI�O I __ - SHED i�+ x v r t { BASEMENT ww - „ I r C) I Ir „ IE R' Y L K R A M E R I _ a r c h i t � � e c t I J I v i i NEW P.T. BEAM------ _ _ T.O. Slab SEE A 100 - _ 3 MIN CLOSED CELL - 2 6 0 HORTONS LANE SPRAY INSULATION I _ POST OFFICE BOX 1600 P.T. POST AT FLOOR I SET 0N TYPICAL DECK SUPPORTINGEXIST.PIER i' O H LDT U O S I - NY II97I SEE A-100 - . I I i F � � ND.WALL � � - - 6 3 1 4 7 7 8 7 i 3 6 k a r c h m i - _ t e c t . C o m - ' I BASEMENT - Building Section @ Kitchen Addition I Scale: 1/4" = 1'-0,. II i 1 _ Lesser Maguire Residence 925 Youngs Road Orient NY 11957 SCTM# (1000-18-1-4) r ' 1 _ _ _ _ _ _ Building Section 2 >ection Detail (ck Kitchen Addition 111 1" = 1'-0" SCALE:As Noted A-300 © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/19 PRICING 9/12/19 Addendum#1 9/18/19 PERMIT TYPICAL SHED ROOF CONSTRUCTION: 9X24802 -ARCHITECTURAL GRADE ASPHALT SHINGLES 30#BUILDING FELT 1�. 3/4"APA RATED PLYWOOD SHEATHING OF NE�(�l -ROOF RAFTERS(SEE PLAN FOR SIZE) w/3"CLOSED CELL SPRAY INSULATION (R-18) &(R-21) BATT INSULATION -1/2"GYPSUM WALL BOARD(PAINTED) TO MATCH EXIST. METAL STRAPPING CONNECTING T.O. RAFTER&T.0 RAFTER TAIL UPSET HEADER — LRU21OZ HANGER PROPOSED SHED DORMER Drawing Legend: (SEE PLAN FOR SIZE) AT EACH RAFTER(TYP.) _y= „ [ _ _ _ _ _ = i Wall To Be Removed Wall To Remain NEW HALF ROUND GUTTERS ,%% ----- New Wall WHITE(TYP.) �r -- __ - FASTEN NEW CEILING JOISTS New Foundation Wall COMPOSITE 1x6 FASCIA �� - ^\TO EXISTING RAFTERS w/(5) 10d COMMON NAILS -- Lines Above PTD WHITE TYP. —_ .��� -O �(E' - ----- --- - -- i ----------- ( ) ��E, �P/ / ----- --- -- - -------�_ —----•—- Lines Below Guidelines --------------- : MASTER _�----- COMPOSITE 1x6 NICKEL GAP SOFFIT BATHROOM — — — -- Fence - - T.O. Dormer Plate PTD WHITE(TYP.) - ��- -- — - - F„���--_------_-�, - - - - - - - - - - - - B.O. DORMER SOFFIT TO ALIGN o = `S'T\- --- ---- — ' -� `� 15'-11 1/2" 101 Door Tag w/T.O.WINDOW HEAD CASING T SAO\------- NEW 2x6 at 16"OC.EARING WALL LINE OF EXIST.ROOF RAFTERS w o TO BE REMOVED , _ —^_ �I II 11 10 Window Tag z o z - NEW H2A HURRICANE TIE TYPICAL NEW EXTERIOR WALL CONSTRUCTION MASTER � _' �� ' .,_V___AT EACH STUD -HARDIE PLANK LAP SIDING(PAINTED) BATHROOM v ______ _ __ �n��zzjr -� Section X, -BENJAMIN OBDYKE HYDROGAP EXIST. ROOF RAFTERS / / _ � , DRAINABLE HOUSEWRAP w J_ / z ---- - ---� ` y SheetA XXX -1/2"APA RATED PLYWOOD SHEATHING / / S - x -2x6 @ 16"O.C.STUD WALL `2x OCKING BE EEN JOISTS EX/ T SyFO - \� Detail Tag a / LINE OF T.O. EXISTING FLOOR JOISTS - / _ C BE ATH BEARING WA -- RgFjF w 2 CLOSED CELL SPRAY FOAM R-12 --__---_-_-----_-__-_ ---------- / ( ) -_ -_. --- --------- - - --___ ---- ----__ __ ___ RS-.-. T.0. 2nd Sub Floor JOIT'N &(R-15)BATT INSULATION 0 - -- - - - - - - - - - - -1/2"GYPSUM WALL BOARD(PAINTED) - O i� �— — — — — — — 8 -101/4' Ax Elevation Tag T.O. 1st Floor Plate M _ BEVELED 2x LEDGER w/(2)0.220"x4" / ti o ^—NEW H2.5A HURRICANE TIE I -- 8'-0 1/4" x SDWS SCREWS AT EACH STUD m `� {� AT EACH JOIST I - Interior Elevation Ta - x axxx x g LRU210Z HANGER AT EACH RAFTER C5 EXIST. 2x12 FLOOR JOISTS NEW DROP HEADERS j j o x RIP AS REQ.(SEE A-101) EXIST.GABLE ROOF 0 GAIRAG II — °° I - ASPHALT SHINGLES TO REMAIN PATCH AS REQ. j y ��E LINE OF EXIST.P.C.SLAB-----I TO BEREMOVED EXIST. ROOF RAFTERS TO REMAIN `f� I ,,�I -- w/3"CLOSED CELL SPRAY INSULATION (R-18) _ T.O. 1 st Sub Floor &(R-21)BATT INSULATION -- 1 I I -1/2 GYPSUM WALLBOARD(PAINTED) ;;:;,•;,, ---_�I�„� l�l.l I I I I I _i --LINE OF EXIST.FOUNDATION-� --�-- � __ _ _ ! O . rr - -- — -- -- - -& EXTERIOR WALL r WHERE APPLICABLE ” -- -- -_---, �s- I l �T== � I=r , I� � i ! _, TO BE REMOVED �T I ! l 11 T.O. Garage Slab : .:• :•.. ADE `— _ - - - - - - - — ! I I I I GR -- - -III - Id---I' - illi i u - i,l -' --. _., GRADE - -4 / E R Y L K R A M E R � 1 _ _ _ _ - ,...... •. __: __ __ , _ __ _ , .__ � -_ I 11,1 IIII IIII, III I:I , IIII ILI I LI III I. III II I III IIII IIII - - --. - I LINE OF T.O. EXISTING FLOOR JOIST :- .'. �II III -IIII II! I II -II WALL - ]-I-II- I II-=I =_1I I.I : — I ,, ...• 11= IL_-=,11 - ' II -__ -- --"- ! I -- '- - - I,., I- - II --- � -' '- I_=III=--I I I _II - I -- I: I,'-- TOREMAI �� � I II IIII III .I ,III :III-= I� IIII I I IIII IIII I �- -'I'- - I -- ,..,,.•..., i�..._........,.:� _—__ __-_—_—_—__ .-.•--' _� _—____ _____ ---�---�—�—�—�—�—� ---.- - _II 2 6 0 HOR T ONS LANE m Finish 2nd Floor II - ... „ - - �� ---� ---- I.-� •'----I -�- '---I - 'I--- --'„� _� ---. _ I - -- --� 'I--- �� --I:,I- �I, - ---' ! I I - I_-- � -- --- ---� � -- --- I'--- � �._--I I __ I I =_-_'�I� -- -'__ ' __- -_=I'� -=� i ---�' -- -- , - III , IIII --- .... -- - - --I ---I - - -- - I' _-I_ III ,III IIII I:.. .� IIII L III, I,J ,III ..,I III - - ., •., .. .,.... .. !,--- _ L.-- I _ I, I -- � - -- I -- - -- —_.I._ I - II I I- I ---I - -- ! - - ' -- - -I. -- - - I I n I� LI � L. IJ---.IJ--IIII-=11.. IIII I I II ILI I,I IIJ I I I I !I =. I 1 S O U T H O L D, NY 1 197 1'II- -.III �--IIII— !�1--IIII-- III:---'JII - -- � i I -- ----• �--- �: � i �. --- --- ��-- �— -- -- ..- --- ---- '--- - I I _ ---' --- ----- --- --- ---- -- II .... - '---"��--�I"--I� ---'I'--I.,--- '--' ---�' --- �----- -- --'I---' _ I '-, .:�I -- ---- --- ' --• -_I �----- --- ---” --",— '---- -. _- �,-- III IIII III �I� I I I,I .0 JII .I 1111-- 11 u . un 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o rn 2x BLOCKING BETWEEN JOISTS 1 Buildin Section Garage & Master Bathroom BENEWATH BEARING WALL Scale: 1/4" = 1'-0" I Lesser Maguire MODIFIED 2nd FLOOR CONSTRUCTION 0 MASTER BATH, /GARAGE Residence -TILE FLOOR FINISH OVER MUD SET -3/4"APA RATED PLYWOOD SUB FLOOR -NEW SISTERED FLOOR JOISTS 925 Youngs Road RIP T.O.EXISTING F.J.AS REQ. (SEE A-101) Orient NY 11957 w/(R-30) BATT INSULATION -2"1 RIGID INSULATION,SEAL ALL JOINTS SCTM# (1000-18-1-4) -5/8"TYPE"X"GYPSUM WALL BOARD(PAINTED) ALL WALLS&CEILING IN GARAGE / 2 Buildin Section Garage & Master Bathroom Scale: 1" = 1'4" Building Section SCALE:As Noted A-301 © 2019 Meryl Kramer Architect All Rights Reserved