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Home My WebLink About41204-Z U FO(�c Town of Southold o� oG 9/10/2020 P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41429 Date: 9/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4245 Bay Shore Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 53.-6-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/18/2013 pursuant to which Building Permit No. 41204 dated 12/5/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered front porch rear deck outdoor shower stall and attached one car garage as applied for per ZBA#6556, dated 7/19/2012. The certificate is issued to Meyerholz,Richard&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0056 7/22/2020 ELECTRICAL CERTIFICATE NO. 38220 10/28/2014 PLUMBERS CERTIFICATION DATED 7/13/2015 VNd Piecuch t Signature �vf�ntK TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 5 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#: 41204 Date: 12/5/2016 Permission is hereby granted to: Meyerholz, Richard 692 Donna Dr Oyster Bay, NY 11771 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per ZBA, SCHD, Trustee and Dec approval with flood permit.Replaces BP# 38220 At premises located at: 4245 Bay Shore Rd., Greenport SCTM # 473889 Sec/Block/Lot# 53.-6-23 Pursuant to application dated 12/5/2016 and approved by the Building Inspector. To expire on 6/6/2018. Fees: PERMIT RENEWAL $695.00 Total: $695.00 Building In pector TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38220 Date: 7/29/2013 Permission is hereby granted to: Meyerholz, Susan 692 Donna Dr Oyster Bay, NY 11771 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per ZBA, SCHD, Trustee and Dec approval with flood permit. At premises located at: 4245 Bay Shore Rd, Greenport SCTM # 473889 Sec/Block/Lot# 53.-6-23 Pursuant to application dated 7/18/2013 and approved by the Building Inspector. To expire on 1/28/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,390.00 DEMOLITION $499.00 Flood Permit ^$100.00 CO -NEW DWELLING $50.00 Tot 1: $2,039:00 ildin nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT �? U TOWN HALL 3�7 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. _7 / �O L3 New Construction: V Old or Pre-existing Building: (check one) Location of Property: � 2-L/ :!� Q('� A S1.,, House No. S reet Hamlet Owner or Owners of Property: Y)/) Suffolk County Tax Map No 1000, Section — �� Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. - �9 ��Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A� licant Signature SO!/re®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • o roger.riche rt(aD-town.southoId.ny.us Southold,NY 11971-0959 Q lac®UNTY,'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard Meyerholz Address: 4245 Bay Shore Rd City: Greenport St: NY Zip: 11944 Budding Permit#: 38220 Section: 53 Block: 6 Lot. 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc License No: 4141-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Surrey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 56 Ceding Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 16 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 56 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 55 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-200a transfer switch, 2-combination smoke/co detectors, 4-exhaust fans, 4-paddle fans,electric oven,electric cook top,30 ARC fault circuit breakers Notes: Inspector Signature: Date: Oct 28 2014 81-Cert Electrical Compliance Form.xls 12/21/2006 22:59 631-477-2997 FRANK UELLENDAHL RA PAGE 03 SUFFBIAr k Town Hall.53095?.stain Road Fax(631)765-9502 P.0..l3ox 1179 Telephone(631)765-1802 Southold,New York 11971-0959 Sm V'4 BUILDING DEPARbvffiNT TOWN"OF SOUTHOLD CE-RTIFICATION Date: 7113115 Building Permit No. (Please tint) Plumber 6ra PI-e al c A _ V (Please print) I cex-tlfy that the.solder used in the water supply system contains less than 2110 of 1% lead. (Plum s Signature) Sworn to before me this day of � 20-L5 �1 JUL I3 u ° G!DG DENT T01^,'PI OF SOUTNOLD Notary Public, County TRACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 CUALIFIED IN SUFFOLK COUNTY t COMMISSION EXPIRES JUNE 30,2 d 1$ Ci � of socou ulyo<o �o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [A/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH)-.-_ _j__ ],ELECTRICAL (FINAL) REMARKS. DATE INSPECTOR 21 Of SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [VfeFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _[-- ] ELECTRICAL (FINAL) REMARKS: cr�-ts�, a.,�.� � � •. DATE 1f1� INSPECTOR �� OF$0(/jyol0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- VrNDATION 1 ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ]_ ELEC_T_RICAL-(FINAL) REMARKS: . .� ell r - e C DATE INSPECTOR OF SOpT�olo . n coulmmmv 0c� 'TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION' - '[ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f INSPECTOR TOWN OF SOUTHOLD BUILDING-DEPT. = 765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLN [ ] CAU . e' REMARKS: isc `c) DATE INSPECTOR i F SO�Ty�lo �yeOUM`1,� TOWN OF SOUTHOLD BUILDING-DEPT.- 765-1802 INSPECTION [ ] FOUNDATION IST [ 159MOH PLUMBING [ ] FOUNDATION- 2ND [ INSULATION ,R-1 I [ ] FRAMING /STRAPPING [ ] FINAL U_zz�e�` [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING a REMARKS: 77/ P INN DATE . INSPECTOR ' �'� TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 H PLUh INSPECTIO I FOUNDATION 1ST R GH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY' FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 14�� DATE ANSPECTOR. rsf s 0 lap COD TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ROUGWPLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL - ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ]�CAULKING REMARKS: DATE lase INSPECTORZ IJ SOF SO!/T9 �o� olo cOUNi`l,N TOWN OF-SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION -'. [ ] FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - e i r7�( DATE INSPECTOR ��ZYo of soa COY ON TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [/FINAL GH PLBG. [ ] FOUNDATION 2ND [ LATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH)_ _ _ _ [___],_ELECTRICAL_(FINAL)._ REMARKS: (c) px.�A" ins ,Yvt. �'� -�►�5. 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Wall lik-MV6 107ADDITIONAL-COMMNTS mma� r- 1 / i1 ►W': . - TO" d SOUTHOLD BUILDING PERMIT APPLICATION-CHI BUILDING DEPARTMENT Do you have or need the following,before TOWN HALL Board of Health i SOUTHOLD,NY 11971 4 sets of Building Plans TEL*(631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey cs SoutholdTown.NorthFork.net PERMIT NO. o()a 0 Check Septic Form N.Y.S.D.E.C. Trustees 5 C.O.Application Flood Permit Examined ,201-5 Single&Separate Storm-Water Assessment Form a� Contact: Approved 20 Mail to: Disapproved a/c Phone: __TSK Tit n D � Bui ' spec or JUL 18 2013 APPLICATION FOR BUILDING PERMIT BLDG DEPT Date l t✓ , 20 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not,been completed within 18 months fro-in such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app cant r nmea , if a corporation) 9 (Mailing addr ss of applicant) 11"7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0w Y-)-C,— Name of owner ofremises ��)Q ts= p h '— Sv S(" YV) (A-J (As on the tax rollf 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: Y2� Cn�4"A'Qc-� A Gree .r� House Number Street Hamlet County Tax Map No. 1000 Section � Block Cp Lot . ubdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction; a. Existing use and occupancy es I b. Intended use'and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost# a�7� l)o 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ( cc,r 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r 7. Dimensions of existing structures, if any:Front 33 � Rear 33 + r 1 t' Depth Height c7� �� ' Number of Stories j Dimensions of same structure with alterations or additions: Front Rear Depth Height Q"t" Number of Stories IffiIt_ 8. Dimensions of entire new construction: Front11 " Rear 3 3 t 1 Depth �' Height 1 I Number of Stories 2 9. Size of lot: Front Rear Depth y 10. Date of Purchase Name of Former Owner e Y"n cArA�\c7 11. Zone or use district in which premises are situated �eS� Lr.�;, Q 12. Does proposed construction violate any zoning law, ordinance or regulation? YES -'NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO - 14. Names of Owner of premises ey c,,W z Address b -�e' n"t - 0.21 Phone No. 5/ -CL Z2 G Name of Architect Address abs q,,. ft ,(GEL,� Phone No �l - -Y-7-7-T7�;Z-- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES �NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS NJAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES Z NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ac�nc� �o being duly sworn, deposes and says that(s-he is the applican-, (Name of indivi ual si ing contract) above named, (S)He is the Q VQ n.� (Contractor, Agent, Corporate Off icer, etc.) of said owner or,owners,'and is duly authorized to perform or have performed the said wort:and to make and file this application; that all statements cont a i �� pplication are true to the best of his knowledge and belief; and that the work will be performed in tlFeai � gjl} the application filed therewith. NQTARY P v, Sworn KYl 'QAliq9QlAiIRE5 JUNE 30,2016- o2 `/7��1 day of k_# �--20/ Notary Public Signature o ica t r ._✓J 'BWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey _ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to. Disapproved a/c Expiration _,20 JAN 3 2012" Building Inspector BLDG.DEPT. TOWN OF SOUTHOLD APPLICATION FOR BUILDING PERMIT Datecev,, 9 , 2001 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months,from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The\ applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applic t or a if a corporation) 672 66 (Mailing address of pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0�,j1n �_ '' Name of owner of premises f'--?w r,LJ 2 I (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: !_/2 V` CA i 5�o F� 2{�t:e-n House plumber StrM Hamlet County Tax Map No. 1000 Section_ w �Blo9,.c_ 3Lot- - i I 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy I Nature of work (check which applicable)-.New Building Addition ✓' Alteration�� Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ O® t7 Fee po + P w(o e 1 a) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars C c 6. If,business,' conlm'ercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3$ Rear 3 S Depth 37 i Height aa;,.r,ok I S i' Number of Stories j Dimensions of same structure with alterations or additions: Front 35 Rear 3� 1 Depth 50 ' -.- Height q n o')c ao ' Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear W i Depth )�1 10. Date of Purchase �k O o —7 Name of Former Owner 1 QQ_fy\C." n 11. Zone or use district in which premises are situated �� ;a,,, LS 12. Does proposed construction violate any zoning law, ordinance or regulation? YES '� NO 13. Will lot be re-graded? YES ✓NO Will excess fill be removed from premises? YES NO ✓ Gliz \Unn0. br. 14. Names of Owner of premises 111-(v ti6�z Address C��,s�',, 1�4„ NA/ 1(4hone No. SI 6 - 7 Name of Architect }c,;;,,,�� Address "n ,` � 1TN'Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES3�0 IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? a_ YES ✓NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. c 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES, NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 1 Rl �V1Gc` Y 1 / being duly sworn, deposes and says that(s)he is the applicant (Name of individual si ning contract) above named, (S)He is the LQ� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said wort: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 th' day of 5/ -&o 20 WANCINE STOTT NOTARY PUBLIC Jdz��Imy COMMISSION EXPIRE:JUN , Notary Public Signature of pplizaa -TdWN O>F;�8OUTHOLD ,�► BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check 5o , 00 Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120 Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/ /_D / Q Phone: Expiration ,20 ® C 2 W E Building Inspector L� U PLICATION FOR BUILDING PERMIT JUIN 7 2010 Date j Vne_ , 20 10 LDG. DEPT. INSTRUCTIONS B TOWN OF SOUT 0 a. is app o pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applie nt-4r me,if a corporation) Z o c d3 U e) (Mailing address of a plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder _ 0 WYE .t Name of owner of premises M-C I� r5)Z (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: 1�- ZY.�;_ aGL, 5 ace- �_cA House Number Street Hamlet County Tax Map No. 1000 Section 3 Block Cj Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intendea ,se and occupancy o proposed construction: a. Existing use and occupancy -S SA S o'n C' \) G C cn .c )nom-q-� b. Intended use and occupancy �4 Ss—cam , � a�n'u„ kn rine 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4-35-0D 0 l Fee S1��le (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 1 ' 7- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ear_3Depth 3 �S Height Number of Stories =) Dimensions of same structure with alterations or additions: Front Depth Height Number'6f SFtories 8. Dimensions of entire new construction: Front .3 i Rear 3 i Il Height Number of Stories 9. Size of lot: Front C) Rear O y Depth `'e' � 10. Date of Purchase �),OO 7 Name of Fonner Owner �2W1CA.�T-i\n 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises S usck r, Pl-t y-c,) i-Address 6q 62-1=mell, �h2y Phone No.SI Name of Architect k ;;w ey-+kj , o u: Addresses r,Phone No (31 Name of Contractor Address n N r �'4yPhone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. 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, CONNIE D.BUNCH (S)He is the Notary PublicpcState of New York No.(�1 O'UU j^ (Contractor,Agent, Corporate Officer, etc) Qualified in Suffolk County Commission Expires April 14, Q I 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 t day of 20 a-t--yn , 'j C), Notary Public Signature of Applica t BOARD OF SOUTHOLID TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.0192 DATE: MAY 15,2013 ISSUED TO: RICHARD &SUSAN MEYERHOLZ PROPERTY ADDRESS: 4245 BAY SHORE ROAD,GREENPORT SCTM#53-6-23 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 15,2013,and in consideration of application fee in the sum of$250.00 paid by Richard&Susan Meverholz and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing dwelling,foundation,driveway and septic system and construct new foundation for a new two-story:k2,325sq.ft. dwelling with attached garage,and a 401 sq.fft. deck; new hot tub; new sanitary system on landward side of dwelling with approximately 616"high concrete retaining walls; new pervious driveway; add±27 cubic yards of clean fill to existing beach area within 15' of foundation to raise the elevation and protect oak trees; and a retaining barrier will be put in place to protect the three oak trees on the beach;with the conditions that the area on seaward side of dwelling is to remain a stone non-turf buffer; and project conforms with Chapter 236 of the Town Code-Stormwater Management; and as depicted on the site plan prepared by Robert L Brown,Architect,P.C.,last dated February 21,2012,and stamped approved on May 15,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ME �VI �� ®f so John M. Bredemeyer III, President ®� ®1 Town Hall Annex 4375 Main Road Michael J. Domino,Vice-President .s 5P.O.Box 1179 James F.King, TrusteeCA Southold New York 11971-0959 x Dave Bergen,Trustee ® ' Charles J. Sanders,Trustee ® J a Telephone (631) 765-1892 l�COW,�� Fax(631) 765-6641 o CC��IdG DD BOARD OF TOWN TRUSTEES JUL 1 0 2017 TOWN OF SOUTHOLD BUILDING DEPT. CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1134C Date: July 14, 2015 TRIS CERTIFIES that the demolition of existing dwelling and construction of new two-story f2 325sg.ft. dwelling with attached garage and a 401sq ft deck; new hot tub; new sanitary system landward of dwelling with f6'6"high concrete retaining walls; new pervious driveway; add f27c.y. of clean fill to beach area within 15' of foundation to raise the elevation and protect oak trees; and a retaining barrier will be put in place to protect the three oak frees on the beach; with the conditions the project conforms to Chapter 236 of the Town Code-Storm Water Management; and that the area on the seaward side of dwelling is to remain as a stone non-turf buffer. At 4245 Bay Shore Road, Greenport Suffolk County Tax Map#53-6-23 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 19, 2013 pursuant to which Trustees Wetland Permit#8192 Dated May 15, 2013,was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and construction of new two-story±2,325sq.ft. dwelling with attached garage, and a 401 sq.ft. deck; new hot tub; new sanitary system landward of dwelling with±6'6"high concrete retaining walls; new pervious driveway; add±27c.y. of clean fill to beach area within 15' of foundation to raise the elevation and protect oak trees; and a retaining barrier will be put in place to protect the three oak trees on the beach; with the conditions the project conforms to Chapter 236 of the Town Code-Storm Water Management; and that the area on the seaward side of dwelling is to remain as a stone non-turf buffer. The certificate is issued to RICHARD & SUSAN MEYERHOLZ owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-04003/00001 6/29/2011 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental 6/28/2016 Conservation Lave TYPE OF PERMIT New ❑ Renewal ❑ Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15;Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373. Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34*Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27 Mined Land Management Reclamation ❑ Article 15,Title 15 Long Island Wells ❑ Article 36. Floodplain Management ❑ Article 24:Freshwater Wetlands ❑ Article 15,Title 27 Wild,Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers p Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7, 6NYCRR 360 Certification Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Richard & Stasan Meyerholz 516-922-4406 ADDRESS OF PERMITTEE 692 Donna Drive, Oyster Bay, NY 11771 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Richard & Susan Meyerholz, 692 Donna Drive, Oyster Bay, NY 11771 516-922-4406 NAME AND ADDRESS OF PROJECT/FACILITY Meyerholz Property, 4245 Bay Shore Road, Greenport, NY 11944 SCTM# 1000-53-6-23 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk I Southold Pipes Cove E: 720.5 N: 4551.0 DESCRIPTION OF AUTHORIZED ACTIVITY: Construct 1 st and 2nd story additions, garage, balcony, hot tub, dry wells, deck elevation/extension, pervious driveway and upgraded sanitary system with retaining wall surround to the existing single family dwelling. Place compatible sized beach fill material as shown on the approved plans. All work shall be done in accordance with the attached plans prepared by Robert I. Brown Architect, P.C., last revised 5/3/2011 and stamped NYSDEC approved on 6/29/2011. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this permit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Susan V. Ackerman (GRZ) Region 1 Headquarters, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 AUTHOR ED Sd ATURE DATE Page 1 of 5 1 6/29/2011 d NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL. CONDITIONS 1.Notice of Commencement At least 48 hours prior to commencement of the project,the pennittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of, and understand all terms and conditions of,this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used: Wet concrete shall not be poured to displace water within the forms. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 4. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 5. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. Clean Fill Only All RE shall consist of clean sand, gravel or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 7. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 8. Straw Bales or Other at Tidal Wetland A row of staked haybales or other approvable erosion control devices shall be placed 35 linear feet from the tidal wetland boundary,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9. Roof runoff shall be directed into dly wells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 10. No Drywells in or near Wetland Dry wells for the hot tub shall be located a minimum of 65 linear feet landward of the tidal wetland boundary. 11. No Hot Tub Discharges to Wetland There shall be no draining of hot tub water directly or indirectly in tidal wetlands or protected buffer areas. 12. Driveway/Parking Area of Pervious material Driveways and parking areas shall be constructed of NYSDEC-approved pervious materials. DEC PERMIT NUMBER Page 2 of 5 1-4738-04003/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary System above Groundwater Sanitary systems(bottom of the tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses,etc.)immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. DEC PERMIT NUMBER Page 3 of 5 1-4738-04003/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION GENERAL CONDITIONS ® Apply to ALL Authorized Permits: 1. Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3) The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator, Region 1, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790. 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for Freshwater Wetlands,Tidal Wetlands and Rivers'permits. 5. Permit Modifications, Suspensions_and Revocations bythe Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; C. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfers Permits are transferrable with the approval of the department unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. DEC PERMIT NUMBER Page 4 of 5 1-4738-04003/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADJDITI®NAL GENERAL CONIDITI®NS FOR ARTICLES 15 (TI'T'LE 5),24,25,34 AND 6NYCRR PART 608 1. If future operations by the State of New York require an alteration in the position of the stricture or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State,and if,upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. All necessary precautions shall betaken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents,lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles,ridges across or along the bed of a waterway or floodplain,deposits within any regulatory floodway,or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted stricture or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303,306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 9. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Robert I. Brown Architect P.C., last revised 5/3/2011 and stamped NYSDEC approved on 6/29/2011. DEC PERMIT NUMBER Page 5 of 5 1-4738-04003/00001 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: January 12, 2012 TO: Richard Meyerholz 692 Donna Drive Oyster Bay, NY 11771-4509 Please take notice that your application dated January 12, 2012 For a permit for demolition &reconstruction of a single family dwelling at Location of property: 4245 Bay Shore Rd., Greenport, NY County Tax Map No. 1000 - Section 53 Block 6 Lot 23 Is returned herewith and disapproved on the following grounds: The construction on this non-conforming 7,526 sq ft parcel is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards forrg anting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum front vard setback of 35 feet and minimum side yards of 10' &25' combined.. The site plan indicates a proposed front yard setback of 31.6' and side yards of 3.4' & 9.9' combined. Also, the required lot coverage is 20%. The proposed lot coverage is indicated as 28.9% Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: January 12, 2012 Amended: June 18, 2012 TO: Richard Meyerholz 692 Donna Drive Oyster Bay, NY 11771-4509 Please take notice that your application dated January 12, 2012 For a permit for demolition&reconstruction of a single family dwelling at Location of property: 4245 Bay Shore Rd., Greenport, NY County Tax Map No. 1000 - Section 53 Block 6 Lot 23 Is returned herewith and disapproved on the following grounds: The construction on this non-conforming 7,526 sq. ft. parcel, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognizedy the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum front yard setback of 35 feet and minimum side yards of 10' &25' combined.. The site plan indicates a proposed front yard setback of 32.5' and side yards of 5 ` & 10' combined. Also the required lot coverage is 20%. The proposed lot coverage is indicated as 26.9% Authorized Signature *Amended to reflect changes on site plan received 6/18/12 BOARD MEMBERS ,'y Southold Town Hall Leslie Kanes Weisman,Chairperson �j0 so� y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. ' Office Location: i Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank f George Horning �0 �� 54375 Main Road(at Youngs Avenue) Ken Schneider �n �ou ,� Southold,NY 11971 U D ttp:Hsoutholdtown.northfork.net U U L 2 4 2012 ING BOARD OF APPEALS OWN OF SOUTHOLD I BLDG DEPT el. ( 31)765-1809•Fax(631)765-9064 TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 19,2012 ZBA FILE: 6556 NAME OF APPLICANT: Richard and Susan Meyerholz SCTM#1000-53-06-23 PROPERTY LOCATION: 4245 Bay Shore Road(adj.to Pipes Cove), Greenport,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 6, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 28, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. However, the Board finds that the alternative relief granted herein with the conditions cited below, will bring the application into greater consistency with LWRP Policy standards-1; 4.1, and 5,thereby making the application CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject parcel is a 7,526 sq. ft. non-conforming lot in the R-40 zone. It is improved with a one story seasonal dwelling. It has 45.00 feet of frontage on Bayshore Road, 147.81 feet along the north property line, 58.04 feet along Pipes Cove and 146.21 feet along the southern property line as shown on the site plan prepared by Robert I.Brown,RA, dated 7/2/12. BASIS OF APPLICATION: Request for Variances from Article XXIII Code Section 280-124, based on an application for building permit and the Building Inspector's January 12, 2012, amended June 18, 2012 Notice of Disapproval concerning proposed demolition and reconstruction of a single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet, 4) more than the code permitted lot coverage of 20%maximum. RELIEF REQUESTED: The applicant requests variances to demolish the existing dwelling and reconstruct a new two story dwelling with a single side yard setback of 3.4 feet where the code requires 10 feet and combined side yards of 9.9 feet where the code requires 25 feet, a front yard setback of 31.6 feet where the code requires 35 feet and lot coverage of 28.9%where the code permits 20%maximum. Page 2 of 3—July 19,2012 ZBA File#6556-Meyerholz CTM 1000-53-6-23 AMENDED APPLICATION: During the May 3, 2012 hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant, on May 24, 2012, submitted a plan increasing the front yard j setback to 32.5 feet, the single side yard setback to 5 feet, the combined side yard setback to 10 feet, and reducing the lot coverage to 26.9%. The applicant also removed the proposed spa on the southerly side and re-located it to a seaward position toward the north of the property The Board finds that this amended plan still requires significant variances for the side yard, combined side yard and lot coverage. At the July 5, 2012 public hearing the applicant was asked to bring the plan into more conformity with the code for the setbacks and lot coverage, and, to mitigate potential adverse environmental impacts,to comply with the recommendations made by the LWRP coordinator in his letter dated April 28,2012 I ADDITIONAL INFORMATION: Under ZBA file 4414 in 1961,the property owner at that time was granted a side i yard setback variance for-a one story,dwelling. At the May 3, 2012, public hearing, the adjoining property owners to the south stated they were not in favor of the requested variances and noted the close proximity to their dwelling and noise concern regarding the proposed hot tub location. i FINDINGS OF FACT/REASONS FOR BOARD ACTION: I The Zoning Board of Appeals held a public hearing on this application on May 3,2012,June 7, 2012 and July 5, 2012, 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: i 1. Town Law &267-b(3)(b)(1). Grant of the requested side yard variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. What the applicant proposes in design and scope is not uncharacteristic of this neighborhood in which many homes have been renovated and enlarged over time. However, most 2 story dwellings along the waterfront side of Bay Shore. Road are on larger lots with conforming lot coverage and setbacks. Because of the size and shape of the applicant's small parcel, and the size and location of the proposed new two story dwelling indicated in the amended plans, the Board finds that the proposed close proximity that would be created by a 5 foot southerly side yard setback from the existing adjacent two story dwelling to the south, would cause a detriment to both dwellings. The Board also notes that the applicant's lot is among the smallest in the area and that the demolition of the existing one story dwelling with a j conforming 19.3% lot coverage, and replacement with the proposed two story dwelling at 26.9% lot coverage per l the amended site plan,will substantially increase the degree of non-conformance on the subject parcel. t 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The parcel is nonconforming at 7,526 square feet with a j front yard width of 45 feet. The proposed demolition and reconstruction of a larger dwelling than what exists cannot be located on this parcel where it would not require a variance. i 3. Town Law X267-b(3)(b)(3). The variances requested in the amended plan, except for the front yard setback relief, are mathematically substantial. The requested front yard setback of 32.5 feet represents a 7% relief from the code required 35 feet, which is not substantial. The requested.side yard setback of 5 feet represents a 50% relief from the code,which is substantial.The Board also notes that an outdoor shower and set of deck steps are proposed j in the 5 foot southerly side yard setback. The requested combined side yard relief of 10'feet represents a 60%relief . from the code, which is substantial. The requested lot coverage of 26:9% represents a 34.5% relief from the code, which is substantial. i 4. Town Law X267-b(30)(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 I applicant must comply with Chapter 236 of the Town's storm water management code and the Town's drainage code and must obtain permits from FEMA and the Department of Health. I Page 3 of 3—July 19,2012 ZBA File#6556-Meyerholz CTM 1000-53-6-23 i 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant acquired 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 X267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a demolition and reconstruction of a dwelling while preserving and protecting the I 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 267-13, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried,to DENY as applied for, and I GRANT ALTERNATIVE RELIEF,as follows: 1. Front Yard setback equal to or greater thOeqa 2. Side yard setback at northern property line7Cn t. d 3. Side yard setback at southern property line equal tot. 4. Combined side yard setback equ 1 toor greater than i 5. Total lot coverage not to exceed 6%. CONDITIONS: 1. The applicant must comply with Chapter 236 of the Town's storm water management and drainage codes. ' 2. The applicant must install landscape wells around existing trees within the area to be filled with 18" of .,___�ach material, per LWRP recommendatio ' ' 3. The proposed hot tub and outdoor shower must be connected to a drywell for onsite control of drainage of spa and shower water. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. i Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan,architectural drawings and recalculation of lot coverage conforming to the alternative relief granted herein.The ZBA will forward one set of approved,stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial 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 above, such as alterations, extensions, or demolitions, are not authorized under this application 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. The Board reserves the rightto substitute a similar design that is de mimmis in nature for an alteration that does not increase the degree of nonconformity. I Vote of the Board: Ayes Members Weisman(Chairperson), Goehringer, Dintzio,Schneider,Horning I This Resolution was duly adopted(5-0) I 1 Leslie Kanes Weisman, Chairperson Approved for filing 7,1,2t /2012 J' J, Z"N T TERRY I �riuk '� f ilt'rt fI;III- S.IIT�S AI �t> r N r� f O- nox 117<1 TOWN CLERK �: Suullutlll NcN% Yurl; � ILEcISrRAR OF VITA.ST-A"nslics `5' (cb L" Fax (S 1 0) 7fiS-I��1 MARRIAGE OFFICER _ Tcicphonc ( S 1O1 765 UCORI)S MANAGEMENT OFFICER ,�01. FREEDOM OF INFOWAAMN OFFICER OFFICE Or THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of • the Town of Southold: "Floodplain Development Permit !/pplication" (FDP(93) ) , and ,Certificate of Compliance frJr Development in I %I Special Flood Hazard Area (OC(93)] . 6;`.moi. DEFT TOW4 E ?- TOW4 OF SOLM4OLD Judith T. Terry Southold Town Clerk August 25, 1993 I i i 0 • APPLICATION �+ PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. 1 SECTION I• GENERAL PROVISIONS (APPLICANT to read and sizn): L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make fmasoaable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE /SECTION 2: PROPOSED DEYELOPP:IENT fT� be comalctcd by APPLiCM`1l C NAME M1t ADDRESS Z TELEPH NE AP P LI CANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in prooessing the application, please provide coouah information to easily identify the project location_ Provide the street address, lot number or Iegal description (attach) and, outside urban are-as, the distance to the nearest intersecting road or well-known landmark A skctcb attached to this application showing the project location would be hclphd- / ' TG<A, mG y] /oa-0 S- � -6 ---� LJ2-QInd l� C n� nrn1� C.rlcl CS FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all appGcablc boxes)- _ A STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE TYPE ❑'ANew Structure ©/Residential (14 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Rylocation ❑ Combined Use (Residential & Commerda1) Demolition P ❑ Manufactured (Mobile) Home (In Ma-nu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O-Fill ❑ Mining ❑ Drilling O Grading (!9'I-zcavation (Except for Structural Development Checked Above) ❑ W course Alteration (Including Dredging and Channel Modifications) , V'Drainagt Improvements (Including Culvert Work) ❑ Roa�II, Street or Bridge Construction r / ❑tAivision (New or Expansion) / L7 �Qdual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local AdminBtrator for review- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed dcvclopmcnt is located oa FIRM Panel No. . Dated The Proposed Development: ❑ Is hnj located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is loo-Year flood elevation at the site is:- Ft. NGVD (MSL) ❑ Uoavailablc O Tbc proposed dcvclopmcnt is located to a (loodway FEFM Paocl No. Datcd ❑ Sr_ct n 4 (or additional instructions SIGNED DATE � 1 t I i APPLICATION # PAGE 3 OF 4 SECTION 4-ADDITIONAL INFORMATION REQUIRED (To he completed by LOCALADMINIST'RAMR) The applicant must submit the documents checked below before lbe application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specificatiprs,including where applicable: details for anchoring structures, proposed cicvation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of coclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (poo-residential only) Ft:NGVD (MSL). For floodproofed structures, Applicant must attach certification from registered engineer or - architect. ' ❑ Certification from a'reg3stcrcd engineer that the proposed activit�in a regulatory floodway will not result in any increase in the height of the loo-year flood. A copy of all data and calculations supporting this finding must also be submitted_ ❑ Other. E I S: PERMIT DETERMINATION e completed L AL ADMIN[ RAT R I have determined that the proposed activity. A. ❑ Is B. O Is not in conformance with provisions of Local Law i , 19_• The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, (be Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a wrilteo summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals APPLICATION W PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? O Yes ❑ No Hearing dale: Appeals --- Coaditioms SECTION 6• XS DUILT ELEVATIONS (To be submitted by APPLICANT before Certificate o_f_Comolianee is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Geensed land surveyor (or acertification ttach a to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest poor, including basement(in Coastal High Hazard Areasbottom of lowest structural member of the towest poor, excluding piling and columns) is: FT. NGVD (MSL). 1 L Actual (As-Built) Elevation of floodproofwg protection is FT. NGVD (MSL). NOTT/ Any work performed prior to submittal of the above information is at the risk [ the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR wiU complete this section as applicable based on iaspectioo of the project to ensure comphancc with the commuaitys local law for flood damage preven(ion. 1NSPP-CTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADhTINISTRATOR) Certificate of Compliance issued: DATE: BY: i I I Attachment B BAMP,LE CERTIFICATE p F COMPLIANCE / for Development in a Special Flood Hazard Area s "r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD A-PLA (0"gsm MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EkISTING BUILDING 0 VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC (93) D �� U.S. DEPARTMENT OF HOMELAND SECURITY D OMB No. 1660-0008 Federal Emergency Management Agency MAY 1 8 2018 Expiration Date November 30, 2018 National Flood Insurance Program ELEVATION CE,RTIFJCATE Important: Follow the instructtoref-yi�,,pa�e,51-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number RICHARD MEYERHOLZ A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: ° Box No. 4245 BAY SHORE ROAD City State ZIP Code GREENPORT New York 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-53-06-23 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude Lat.4104 49.2 N Long.72 22 31.3 W Horizontal Datum ❑ NAD 1927 ❑x NAD 1983 A6 Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1180.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1200.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a budding with an attached garage- a) Square footage of attached garage 350.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑Yes Fx No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State SOUTHOLD,TOWN OF 360813 SUFFOLK New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO159 H 09-25-2009 AE EL 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source. B11. Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source- B12. ther/SourceB12. Is the budding located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)2 ❑Yes ❑x No Designation Date. ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date- November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 4245 BAY SHORE ROAD City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Budding elevations are based on ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO Complete Items C2.a—h below according to the building diagram specified in Item A7 In Puerto Rico only, enter meters. Benchmark Utilized Vertical Datum. NAVD Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 6.00 ❑x feet ❑ meters b) Top of the next higher floor 9.70 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) 7.40 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.40 0 feet E] meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 5.80 0 feet ❑ meters g) Highest adjacent(finished)grade next to budding (HAG) 7.20 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.10 0 feet ❑ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name License Number JOHN T. METZGER 49618 �QF KE Pp Title R OWNERy'C.ME 4 Company Name PECONIC SURVEYORS PC Address 1230 TRAVELERS STREET f City State ZIP Code �• �. SOUTHOLD New York 11971 (AN Signature Date Telephone Ext. ��41 9 L-#�� 04-13-2018 (631)765-5020 Copy all ,des of this Ele ificate and all attachments for(1)community official, (2)insurance agent/company,and(3)budding owner Comments(including type of equipment and location, per C2(e), if applicable) 2 AC UNITS AT EL 8.5 GAS HOT WATER HEATER AT EL 12 1 FORCED HOT AIR HANDLER AT EL 12.1 WATER FILTER AT EL 7.4 FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date- November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 4245 BAY SHORE ROAD City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2 For Budding Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P O. Route and Box No. Policy Number, 4245 BAY SHORE ROAD City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site. ❑ feet ❑ meters Datum G10. Community's design flood elevation. ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 4245 BAY SHORE ROAD City State ZIP Code Company NAIC Number GREENPORT New York 11944 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View", and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. \\.. \ANO \\\\` ... \\\y\\ \c\o \a \ \\o w !S3y . �\\ k r, \�y .,.�o Oda F' Pho \ \� oto One Lk NON Photo Two Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 EL BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 4245 BAY SHORE ROAD City State ZIP Code Company NAIC Number GREENPORT New York 11944 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View" and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. I/I i Photo C One Photo "rwo Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No Policy Number: 4245 BAY SHORE ROAD City State ZIP Code Company NAIC Number GREENPORT New York 11944 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with date taken; "Front View" and 'Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Ile VA, Phot o Three Nt"\ Photo Fair Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 - i 52E.", T-ovki a of Southold - (Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME:6VOwner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:(If Different than Applicant) yh v k,�6I1 Add s• Address: bOnnq vim, Qlwy ! Telephone#: Fax ft: Telephone ti: Fax tl: 9zZ— UyOb E-Ma7 E•Mail: r , m e ". , 1 (�)ea i I Property Address:I/z 1 J r.4, `1 1 G Brief Description of Construction A.cd i%Proposed SRactetal BMPs,Soil 10" Y i l: Stabalization BMP.,,Project Scope and/or Sequence of Construction Activity 90d licdue 9WCh Lot [Provide Adaioonal pages as Ne2UM) i e I Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: ----------------------- Address: W----------- -----___Address: I ---------.._-_--_._.._--.---.----.-_---------_-__----'-- Telephone#: Fax#: ------------------------------------- E ------_-_-__._---_-.__-_----__-._--_ -•-_-_ i ; Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice. Address: ----------------------------------------- Telephone#: - Fax# --------------------- E-Mail: i _-_•-------------------------____-.__ Total Area of All Total Area of land Cleanng ProleclParcels c �el andlor Ground Disturbance'It v -7 Ge --_----_- i ProlectDuration: Start End ..._____...,.___-..____._____--_-__._-____.-__..-_._______ (Anticipated) Date: 201 Dat i NII this Project Disturbe five(5)or More Acres at Q Any One Time During the Proposed Development 7 Yes No ------------•--------------------------------- i If YES,Please Answer the Followingl --------------- ------- _-----._--_--_- a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: i Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately[den*All Temporary Q andlorPermanent Soil StabalizationMeasures? Yes No -'------------ ---'----" "-'"""- "' d. Does the SWPPP Adequately Jdentify a Complete 0 0 --_.---_.-.-_.------ - -------- ---- I Project Phasing Plan? Yes NO Status of Impacted Waterbody:(eg-TMDL,303(d)Listed,Impaired-) e Does the SWPPP Indicate Additional Site Specific = = I Practices that WIII t>e Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Walerbody:(eg Lake,Creek,Say,Pond,Sound,Freshwater WeOand.,) I Of Intent and SWPPP Acceptance Form for Review = 0 by the Town of Southold 7 Yes No STATE.OF NF.W YORK, OUNTY OF...........................................SS I 'That I,..... ...... J�.�{...LL... ;.1. . -i�t�9�, ..being duly swom,deposes and says that lie/she is the applicant for Permit, I (Name of ndrvidua` signing Do n>ent) Andthat he/she is the . „) .. .... ............................................................. (Oiimer,Contrado,Agent.Carp—to Cites,etc. Owner and/or representative of the 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 herewith. Sworn to before me this; ' -177 _......_•day,of. !1�. ......_..,2013 Notary Pul>�i1• .. ........1............................. .4 .. ..... .......................... (Signature of 1) l AM - � ,i d so i Town Hall Annex Telephone(631)765-1842 54375 Main Road �ax P.O.Box 1179 G Q r0 er.richert IOWf1 souStfioQ .n .us Southold,NY 11971-0959 ; OUNt`I,�� i - BUILDING DEPARTMENT { TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: _ Company Name: IName: �- ib — s License No.: Address: G 2.S- -5�-��/w, Phone No.. X � J -71 ( 1 -� JOBSITE INFORMATION: (*Indicates required information) *Name: I ey, Yo Z_ *Address: i *Cross Street: *Phone No.: 1 ` g I Permit No.: - ', Tax Map District: 1000 Section: Block:_ Lot: ;f*BRIEF DESCRIPTION OF WORK(Please Print Clearly) ` (Please Circle All That Apply) fi Is job ready for inspection: ! NO Rou h In Final *Do you need a Temp Certificate: (•E ! NO �ITemp Information(If needed) ;;Service Size: 1 Phase 3Phase 100 150 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' ;Additional Information: PAYMENT DUE WITH APPLICATION 17)82-Request for inspection Forrn „ 1 r SOU�yo Town Hall Annex �O l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 SDI Q Southold,NY 11971-0959 �O �y�4UNTY,�� December 9, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Sid Beebe Builders PO Box 979 Cutchogue NY 11935 Re: Meyerholz, 4241�Bay Shore Dr, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. /Note: Final Elevation Certificate required from the surveyor. Al Survey showing drywells for outdoor shower and hot tub drain for ZBA conditions. •/ 1�C, �� Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate.,(All permits involving plumbing after 4/1/84) D� �rustees Certificate of Compliance. Town Trustees#765-1892 D7�� - Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 41204— New Dwelling � n i ' r TEST HOLE 2/2/10 N p ,,nor,dnONN lONv o1 LO� # 7 47•8 � ar•OWV CIA`�."SMJ 50 W E \O" 5 CM F3dO^5AW-CIA- CL GIN 5v. 5C OS�o �„ 5� �•- rIr'OWh CI.1`^'SMD W/20%GR/1VEI.SC ?OOP (` �0 �' b WALL 1 rn N WA7..n IK KOWN CI.1rL"SAND W/20%GRAVEL 5C \O05 4\\CJ� 1�1• tf, 0 15 5'DIA PROPO�ED c 0-tv �f- 5 RP p \ HOT TUB ON GEADE. LOT # 77 rn '3 WAT(K IK PAIL 15KCWK P `.,1 YE,p/ALl. WRn 209c GRAVl4I'l �5W `�0��Vv�� E,t15Y1NG CONCH I O ZONE AE 1 0�\v °Ooliko t 14 W Z,.. t55' f PROP�SED (EL. G) A �P / +4 9' \ J' N78 - - - ONO 5�0 005E DDITION OF 1 ProPoS.D - o� oR �(ZP`MO �p M`s+ 18" OF BEACH O WATV 5ERVICL - -- I _ ` �OP05 OOH) ^' MATERIAL 1 P CON F\ o +4.o + 5• m 0 + \ OLE Ls 6' BE rn N L 49' \l ?,Of \ \o D- `/a / FUTUP�E 1 UTURE\•rL 5TOO ��09\1\1 ON_ O \ LP \ yG 0 G � A2)8'DIAx 'D 5 8- ° <VX\5�\N PPOP05FD FUTURE L MING 1 1�J� nlh G LP 'OOL5 1 - U , WALL5\ LP = P,Of( ��a a Rz ELL — -r4.9', OG)8'DNv2'D F F.�L� 5 LEACHING POOL5 -o' LP 8'-0" S -- _ — 146.2 I Y�NY _ WOOD aulxnEAD rn Q wA R CONCr2ETF WALL Z O \ Q PPOP051 yOg Q \ N „ I F0WGAANr, LOT # 78 PROPOSED \ 583°1108 W 5 (DWELLING U/G) BALCONY OVER BASED ON EX15TING DECK NN SURVEY OF PROPERTY NOT-' ALL 5URROUNDING 1 "C OWEU ING5 WITH IN 150 AT AR5HAMOMOQUE HAVE PUaI.IC WATLr2 TOWN OF 50UTHOLDof ISLAND VIEW LANE SUFFOLK COUNTY, N.Y, � � � Cid ,; 1 1000 - 53 - OG - 23 RECEIVED FEBRUARY 5, 2010 MARCH 03, 2010 (REVI5ffD) EA R TIE LINE S ITE PLAN52G 5Q.FT. MAY 2 4 202 l� PROPOSED SCALE: 111=20'-O" BOARD OF APPEALS 59'-0" EXISTING EX15TING STRUCTURE i FIRST FLOOR 151-01, APPROX. TO 5E PA15ED TO ELEV.8'-0" EX15TING MEAN HIGH DECK WATER MARK EXI5TING GRADE 4'-7" \ '\1 PROPOSED ADDITION OF MAX,,G" NATURAL LOCAL BEACH STONE, NO 5MALLER THAN%4'AND NO LARGER THAN 2"TO MATCH EX15TING } CROSS SECTION, not to scale TOTAL APPROX. 27 C.Y. I S I f c r I _OAR ,1, It 1G) y °3° EXISTING CESSPOOL TO BE PUMPED DRY "� (D � 1��s GG, - AND ABANDONED IN ACCORDANCE WITH li�)i' 6 5' 5 \ THE SCHDS STANDARDS r PROPOSED ADDITION w� ` N � PROPOSED DRYWELL- _ TO EXISTING \ ca CONTINUOUS NO.5 REBAR 12"OC / NOTES- BW \ � LOT#77 S PROPOSED WATER SERVICE •�6.1 5'MIN � (SLEEVE 11"SERVICE INA 2"PIPE BW 6,1 \ ZONE AE / G� 5'MIN.FROM DRYWELL) S �� , (EL G) v� �Q / ALL MTHE EASUREMENTS THE NTRACTOR IS TO VERIFY SP e� 03 FIELD AND ANY DISCREPANCIES PROPOSED ARE TO BE BROUGHT TO THE Q o PROPOSED CONCRETE � 1 STORY CSS / •Z� m RETAINING WALL(SEE DETAILS) — =a 0 FRAME HOUSE a 0 / ' R, HOT-TUB G � ATTENTION OF THE ENGINEER � o \ (PROPOSED n PRIOR TO CONSTRUCTION. m PROPOSED DRIVEWAY N '� 0 Z z Q 2ND FLOOR) Q �0 0 TW 6.0 G�\ ; -, F.F.8.0 BW 4.9 ,�� O CONCRETE RETAINING WALLS cn WALL CORNER REINFORCEMENT DETAIL a o ° �r MI - LP �; 2� 5° 0 — NTS 28 DAYS MINIMUM.4,000 PSI AFTER PROJECT CIO 2.8'0 X 2'DEEP 59/° LOCATION LP ,� FF oa'•� � � 50' 146.21' FINAL GRADE w EXPANSION LEACHING POOLS y` 9 P o r (5%MAX.) 6" `ALL REBAR ASTM A-615 GRADE LU 60' ISLAND W LANE _ � PROPOSED .� .� .�.�,a�� cn EXTENSION TO 5-8Yd X 2'DEEP Z \ Q PROPOSED FOOTINGS ARE DI BE � '� 5 3°I I'o8''w TW 6.0± LOT#7b BALCONY OVER EXISTING DECK INSTALLED ON UNDISTURBED • LEACHING POOLS \\ \: 5 MIN BW 6.0± (DWELLING U/C) EXISTING DECK THE GBOTTOMS OF ALL FOOTINGS \ Q PROPOSED 1,000 ARE TO BE INSTALLED A MINIMUM �s TW 6.0 GALLON SEPTIC TANK a ,Y so - OF 3'BELOW GRADE UNLESS ��++p� g p�,�y �\ BW 4.7 Welter Proof Coating INDICATED OTHERWISE. L®�rATI®N IVIAP \\ ISLAND VIEW LANE Note 1 'SOIL SIDE OF WALLS AND 1"=600'± FOOTINGS ARE TO BE COATED TEST HOLE SITE PLAN >,,.,,,,,,, ,,,,,,,,,,, WITH BITUMINOUS FOUNDATION ' COATING. SITE PLAN PREPARED FROM SURVEY BY: No.4 Rebar @ 24"OC WALLS TO BE POURED IN ONE EL.4.9± PECONIC SURVEYORS DATED MARCH 3,2010 ' CONTINUOUS POUR WITH NO DARK BROWN LOAM OL S C T.M.DIST.1000 SEC.53 BILK.06 LOT 23 CONTROL JOINTS 1' SCALE:1"=30' 2, BROWM CLAYEY SAND SO BROWN SANDY CLAY CL �.._.. =pro 2'-10.,4I1b'll�i?t?FssOl1�Oz OhiS�IY-cr S�33:�i�Y'�S (3)No.5 Rebar BROWN CLAYEY SAND W/20%GRAVEL SC �, sa n�reqRetaining IlVall Section5' COI71�ClTll: lC:,-*,;I1&, -artmeEL.-1.1' WATER IN ROWN CLAYEY SAND W/20%GRAVEL SCC��llpflet�a �t3>7z2 li11�+T C�`° �� 6 Not to Scale PZ WATER IN PALE BROWN FINE TO COARSE SANDC�j�, � WITH 20%GRAVEL SW REAM ID EPAR 13' Water Une(s)� Be Inspected �y Tf�� K. 13" TEST HOLE PERFORMED FEBRUARY 2,2010 q w , ,, Suffolk Count Delot. Of I Ieslth Services" GROUNDWATER ENCOUNTERED 6'BELOW GRADE �n e � lI, \tl�. ��,,•• �� a + Call a62. 5700, 48 Hours In Advance, To Schedule Inspection(s)." SANITARY NOTES: �ESSI MORTAR FROST PROOFING 1. 3 BEDROOMS ARE PROPOSED FOR THE RESIDENCE. IQ TRAFFIC BEARING SLAB2 THERE ARE NO WELLS WITHIN 150'OF THE �+ _ ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING WATERTIGHT FRAME&COVER W/ PROPOSED AND EXISTING SEPTIC SYSTEM SOILS AS APPROVED BY THE SCDHS IN THE EVENT POOR APPROVED LOCKING DEVICE � 4"SDR 35 PVC WASTE LINE (0 rw LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE PITCH-Ys INCH PER FOOT 1'MIN 3 TOTAL LOT AREA AREA=7,526 S.F.(0.173 ACRES) ( `' .4 CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED 2�ryIAX 4°SDR 35 PVC � - � aid RAFFIC BEARING SLAB 2'MMAX ONCRETE COVER WASTE LINE PITCIf- 1 TOP OF LEACHING POOL=6 3± 6°MIN 20° RIM EL 7 3 Ya INCH PER FOOT F F.8 0 4. THE PROPERTY IS IN AN AE-6 FLOOD ZONE ° z 6°MIN ACCORDING TO FEMA36103CO159H DATED SEPTEMBER 25,2009. 6°p CROSS-OVER PIPE INVERT=4 77 FLOW BAA FLE y 8'DIA uwva 6° BOTTOM OF LEACHING POOL=31 4" Ic MIN INVERT=55 INVERT=488 04° INVERT=538 Health Department Approval Stamp ' z ,� GROUND WATER ELEVATION EL.1.1 , Yv,- 8'-6°1"904;5°w MEYERHOLZ RESIDENCE Condon Engineering, P.C. 8'0 X 4'DEEP LEACHING POOLS(TYP.OF 3) 1 00\,, ALLON SEPTIC_TANK SCALE AS SHOWN �' BAYSH ORE ROAD — Plans are prepared by Condon Engmeermg,P.0 It is a+solation of the New York State Education Law,Article 145, Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land 1755 Sigsbee Road Surveyor,to alter any item in any way If as item beano the seal of an Engineer,Architect,or Land Surveyor is Drewn by JJC GREENPORT NY v SANITARY SEPTIC SYSTEM PROFILE' g � y0 Matti-1986(631)2 8-2651 altered,the altenng Engineer,Architect,chard Surveyor shall affa to the item hisRrer seal and the notation'Altered (631)298-1986(631)298-2651 Fax PW1 by'followed by his/her signature and the date of such alterations,and a specific descnpton of the alteration Date 8131/2010 mmoondon ng. SANITARY FLAN NOT TO SCALE engireeeri com ' 1015/11 SCDHS COMM ' TEST HOLE 2/2/10 N 11 7 G DARK BROWN LOAM OL My C pWa0AG 147.8 BROWM CLAYEY 5AND 50 2' BROWN 5ANDY CLAY CL w E C.. a 4 sw � WALL EL I I' � - BROWN CLAYEY SAND W 20%GRAVEL 5C P(�.GD s\ _ 5 WATER IN ROWN CLAYEY 5AND W 20%GRAVEL 5C 05ED G O 5 WATER IN PALE BROWN rJ' PROS - \\ LOT # 77 FINE TO COARSE 5AND I WITH 20%GRAVEL 5W ZONE AE \ y 13' N7 VSO_0 WALL 2`, / O�� -� ,l +4 9' (EL. 6) Z ME mo +47 ?0P05�fv 00?) U \ \ �\ TEST HOLE 11 `SECOND n PROPOSED G \ \ El-49' 11 ``� oo pOG'PA o 7� HOT-TUB Q \ , \ l` �O PROPOSED G \ 2 TOO? p \NG EXTENSION TO 0 EXISTING DECK +49' o 14G.21 _ WOOD BULKHEAD dMETER - ^ , W � � CONCRETE WALL Z Q 0 cM wA 5 LN a Q \ �� 58301 1'08"W LOT # 78 PROPOSED (DWELLING U/C) BALCONY OVER EXISTING DECK o'\ BASED ON Q SURVEY OF PROPERTY NOTE AU-5URROUNDING DWELLINGS WITH IN 150 6' AT ARSHAMOMOQUE HAVE PUBLIC WATER- TOWN ATERTOWN OF 50UTHOLD ISLAND VIEW LANE SUFFOLK COUNTY, N.Y. 1000 - 53 - OG - 23 FEBRUARY 9, 2010 MARCH 03, 2010 (REVISED) AREA = 7,52G SQ.FT. S IT E AD L A N TO TIE LINE PROPOSED SCALE: 1 '1=20-0'1 M EYE RH O LZ 05/06/2010 FAIRWEAThER-BLOWN DESIGN A550CIATE5,INC. 205 BAY AVENUE GREENPORT, N.Y. 1 1944 y G3 1 -477-9752 (Fax) G3 1 -477-0973 TEST HOLE DATA SURVEY OF PROPERTY N BY McDONALD GEOSCIENCE 2121110 AT ARSHAMOMOO UE el. 4.9' DARK BROWN LOAM OL TOWN OF SO UTHOLD BROWN CLAYEY SAND SC SUFFOLK COUNTY, N. Y. 1000-53-06-23 BROWN SANDY CLAY CL SCALE: 1'20' 4' --- FEBRUARY 9, 2010 BROWN CLAYEY SAND W17H 20X GRAVEL SC MARCH 3, 2010 (REVISION) \ �0' NOV. 22, 2013 floundoHonl \ 6. --�,� WA7ER IN BROWN CLAYEY SAND WITH 2OX GRAVEL SC WATER IN PALE BROWN 17NE TO COARSE SAND 1107H 2OX GRAVEL SW *moi LOT 76t� +4- -� (p�LLING) m a `\ V 0.0 W SA 53.2 k4.9' m\ s't� •�X _ , �ONC. FOUNDATION LOT 77 \m +*.e oz +4.z' 33.9, 0� TIF ZONE EL g.3 ZONE AE ®�`-. 11. 4' '° o x x � 9• (EL 6) ti C moo 20.5. ----- -- ----I-I-- I, IL C E ll W E P +4.9' {{ I 93 W� B EAK WA?� - cn \ i" - u cor caETE wAU 146.21 L4 �l NOV 7 2013 � NOTE. ALL SURROUNDING DWELLINGS-WITHIN, +4.2' 4 A 150' HAVE PUBLIC WATER O z S83-11 O -;W BLDG DEPT 3„,_ - LOT 78 TOWPd OF SOL'THOLD I am familiar with the STANDARDS FOR- APPROVAL [)WELLING L) AND CONSTRUCTION OF SUQSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES \ 4� and will abide by the conditions set forth therein and on the FLOOD ZONE FROM FLOOD INSURANCE RATE MAP permit to construct. MAP NUMBER J610JC0159H SEPTEMBER 25, 2009 The location of wells and cesspools shown hereon are LOT NUM »y�e � TO "REVISED MAP OF PECONIC , from field observations and or from data obtained from others. BAY E �4 Cry THE SUFFOLK COUNTY CLERKS OFFI E - y�JL '�! 8 AS FILE N0. 658. Elevations referenced to NA VD '88. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ' P OF SECTION 7209 OF THE NEW YORK STATE EDUCA71ON LAW. ISLAND VIEW LANE r rr '`�A Fa ��' � EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2 ALL CER71FICA77ONS N. YS. LIG N0. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON ONIC MORS, P.C. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR OF SEC77ON 72090F 7HE NEW YORK STATE EDUCATION LAW. �� 31) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. EXCEPT AS PER SECTION •7209-SUBDIVISION 2. ALL CER77FICA77ONS k� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 0. BOX 909 _ . T® TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR �� 1230 TRAVELER STREET 10-107 AREA 7,526 SO. WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 i • I SURVEY OF PROPERTY TEST HOLE DATA SCDHS REQ' # R10-10-0056 AT ARSHAMOMOQ UE BY McDONALD EosciENCE TOWN OF SO UTHOLD el. 4.9' SUFFOLK COUNTY, N. Y. i 1 __ DARK BROWN LOAM OL 1000-53-06-23 2' __ BROWN CLAYEY SAND SC SCALE: 1'-20' BROWN SANDY CLAY CL FEBRUARY 9, 2010 MARCH 3, 2010 (REVISION) 4' ___ NOVEMBER 2, 2013 (FOUNDA 710N) o An INO 5 0, –_ BROWN CLAYEY SAND WITH 20%GRAVEL SC NOVEMBER 21, 2017 (FINAL) 6' e�,=1,1' WATER IN BROWN CLAYEY SAND WITH 20%GRAVEL SC DECEMBER 4, 2017 (FINAL) WATER IN PALE BROWN FINE TO COARSE SAND \ 2 13' WITH 20%GRAVEL SWI_Or T 76 (j)WELLING) 147.81, CMF WALL \ 0.1,5 -P c WALL .00.40°E WALL N CONCRE7� \ _ y o 78 INKS BiN HOT A 1.0 E WALL WALL 0.2 S RETE WALL TUB o\ m Cn Z Ci yylpE N �\ /;.3NS. ONCRETE rn W K 53� LOT 77 N ,m co ( M top. Z` Z �� m� TONE Wj ro z\ m N 3 9 Z STORY $c �� \ DwFRAME F'ON 9.7' \\ SEP77C SYSTEM LOCA77ON -v Ul Z� a \\> a �o.e' F.F. VAI x g 4 A B O cfl N2nVd �STS cBNR ST 17 13 m C.�FlDECK t4 -zO OP 15 25 tZ N o\ DP z 8 \ - A ST 7 0 OD DIN ® SEP71C SYS7EW _ �\ m� 4.7' w_ WOOD BULKHEAD [1] 1,000 GALLON PRECAST RECTANGULAR SEPTIC TANK. z O WATER 5 ` WALL CONCRETE WALL 146.21 9 � ! t11 O METER WATER ' it VAULT WALL 0.3'S Do [5] 8'0 x 2: HIGH PRECAST CONCRETE LEACHING POOLS mo \ CMF CONCRETE WITH TRAFFIC BEARING COVERS �{ Q o > \\ 10' WDE $8371'08"W FES 1 6 2018 \ 1.3' S. LOT 78 U/C) ([)WELLING TOWN OF SOUTHOLD 0 -P ■ = MONUMENT + °r NEWT),0 AREA=7,526 SQ. FT. TO TIE LINE ��qL � a' ELEVATIONS REFERENCED TO NA VD '88.- ISLAND VIEAr FLOOD ZONE FROM FIRM 3610JC0178H & J610JC0159H MAP EFFEC TI VE DATE.• SEPTEMBER 25, 2009 �� {� �' N.Y. IC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION I �L ` ORS' P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. LOT NUMBERS REFER TO "REVISED MAP OF PECONIC ( �` — 20 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF BAY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR OFFICE ON JULY ;30, 1928 AS FILE NO. 658. SOUTHOLD, N.Y. 11971 10-107 WHOSE SIGNATURE APPEARS HEREON. �; .1 I Wov TEST HOLE DATA ' M �-' ��1b�� BY McDONALD GEOSCIENCEb�JQ�O 9 2/2/10 Di e% 4.9' DARK BROWN LOAM OL AUG - 3 2020 OzOZ 9 r Nnp 2BROWN t:YAYEY SAND SC iRurmING DEPT. ' —— Q BROWN SANDY CLAY CL y \ o 4' —— \ y 0 5.0' _ BROW CLAYEY SAND IMIH 2O,Z to VQ SC LOT 76 a �i�fzx i -1.1' WATER IN BROWN CLAYEY SAND WITH 20%GRAVEL SC I- 8' -- WATER/N PALE BROWN RNE >n COARSEPROJECT 61, �D WELLING): 147'81' CMF \ x LOCATION SAND 13' W177I 2=6RAVH SIF 1_;\ \ `(n 0.1 S W y ISLAND W LANE _ 5 FT.SEPARATION TO THE DRYWELL AS WAS CONFIRMED BY THE INSPECTION D•1'S \ UO xn OE WALL WALL M EX.WATER SERVICE o' VIDE N78 00'40 .2N- ER DN�RETE ,NKA BIN NOT (SLEEVED 1"SERVICE INA 2" PIPE) \ 1.0. WAS WALL O.2 S RET WAI I Q� TUB 1.3' S N� .1' � o N 53 Lor �� m LOCATION MAP 2-8'0 X 2'DEEP 50% m TONE w�w STONoE WALK m\\ 1�, l-� 1•=600'+ EXPANSION LEACHING POOLS �� m 4.6' E x3c GR D 4.3' 2 HOUSE ^p Ul zo a ��a 5(OpR I VEWA Y 0 9 FRAME VAnON-9.7' ��`�j�F,q \\ ` GSD 9.4' C f' \ T 1ESi H g Znd FL J \ C7 �m 0' 4.1 ;, ce SAL 2-8'0 X 2'DEEP 509/6 z t`'� N I0 w o.a °`� \\ ® 1 ate° EXPANSION LEACHING POOLS e 12'5 o z ® m , %_ E `o 4T ®ss �® C = Z4.7' CI \ a N 10 ig O METER WOOD BULKHEAD I L3 Ca ®26� c3 TER 146.21 ® t_- VA—1 - in r WALL COAICRM WALL / rn CONCRETE WALL 0.3 S �' 8nA < 4.5' c� 1.0• IMDE , n EX. RETAINING WALL BURIED a a 1 Ts'N� WALL S83'11 08 W (BURIED) d 90 LOT U��) SEPTIC SYSTEM LOCATION RL � z (DWELLING A B �.OR 5-8'0 X 2'DEEP n 13 ®� C0 4- ST LEACHING POOLS \ DP 15 2.5 ® U ROO 4114 SEPTIC SYSTEM AnU_ [1] 1,000 GALLON PRECAST RECTANGULAR SEP77C TANK. [5]810 x 2: HIGH PRECAST CONCRETE LEACHING POOLS U. I= v cc Wl7H TRAMC BEAR/NG CO ¢�6 SITE PLAN ■ = MONUMENT ISLAND SITE PLAN PREPARED FROM SURVEY BY: \x OF VIEW NE PECONIC SURVEYORS DATED DECEMBER 4,2017 C- SCALE: LOT NUMBERS REFER TO "REVISED MAP OF PECONIC y 2,'� AREA=7,526 SQ. FT. TO TIE LINE BAY ESTATES FILED IN THE SUFFOLK COUNTY CLERKS rr 4i Health Department Approval Stam OFFICE ON JULY 30, 1928 AS FILE NO. 658. S.C.T.M.DIST. 1000 SEC.53 BLK.06 LOT 23 nsneering, P.C. ELEVATIONS REFERENCED TO NA VD '88. FLOOD ZONE FROM FIRM J610JC0178H & J610JC0159H MAP SCDHS REF R10-10-0056 ob ' `� MEYERHOLZ RESIDENCE � EFFECTIVE DA TE: SEPTEMBER 25, 2009 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145, ScatE,as SHO LcS S�� 4245 BAYSHORE ROAD Section 7209,for any person unless acting under the,direction of a licensed Professional Engineer,Archdect,or Land 55 Slgsbee Road Surveyor,to alter any Item in any way If an item hearing the seal of an Engineer,Architect,or Land Surveyor Is Drawn by JJC Mathtuck,New York 11952 SOUTHOLD,NY altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item hLAer seal and the notation"Altered (631)298-1986(631)298-2651 Fax P=1 by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Data 12/ta=9 www condonenglneenng.com SANITARY AS-BUILT 8QWM20 SCDHS CONOw e CREScheck Software Version 4.4.4 NJ( Compliance Certificate Project Title: Meyerholz Residence Energy Code: 2012 IECC Location: Suffolk County,New York Construction Type: Single Family Project Type. Addition Glazing Area Percentage: 12% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 4245 Bay Shore Road Susan Meyerholz Ian Fairweather Greenport„NY 11944 692 Donna Drive Fairweather Design&Robert I Brown Oyster Bay,NY 11771 Architect 516-922-4406 205 Bay Ave Greenport,NY 11944 477-9752 FBDAInc@optonline.net Compliance:4.6%Better Than Code Maximum UA:329 Your UA:314 Maximum SHGC:0.40 Your SHGC:0.34 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross • • UA Assembly Area or or D•• LI-FactorPerimeter Ceiling 1:Flat Ceiling or Scissor Truss 1498 38.0 0.0 45 Wall 1:Wood Frame, 16"o.c 2363 19.0 0.0 124 Window 1:Wood Frame:Double Pane with Low-E 185 0.270 50 SHGC:0.41 Door 1•Glass 105 0.300 32 SHGC:0 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1498 22.0 0.0 63 Compliance Statement. The proposed building design described here isconsis (ding plans,specifications,and other calculations submitted with the permit application.The proposed building h t the 2012 IECC requirements in RE check Version 4.4.4 and to comply with the mandatory requirements ect' Checklist. r � Name-Title Sig * Datif Project Title:Meyerholz Residence Report date:07/29/13 Data filename:C:lUsers\FrontDesk\Documents\RESchecklmeyerholz.rck Page 1 of 5 1 CREScheck Software Version 4.4.4 NJ( Inspection Checklist Energy Code: 2012 IECC Location: Suffolk County, New York Construction Type- Single Family Project Type: Addition Glazing Area Percentage: 12% Heating Degree Days: 5999 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Where air permeable insulation exists in vented attics,a baffle(of solid material)is installed adjacent to soffit and eave vents.Baffles maintain an opening equal or greater than the size of the vent.The baffle extends over the top of the attic insulation. Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.270,SHGC:0.41, For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0 300,SHGC:0.21, Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: Solar Heat Gain Coefficient(SHGC)values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Building envelope air tightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. Air Barrier,Sealing, and Insulation Installation Criteria: ❑ A continuous air barrier is installed in the building envelope including rim joists and exposed edges of insulation.Breaks or joints in the air barrier are sealed.Air permeable insulation is not used as a sealing material. Cl Junction of foundation and wall sill plates,wall top plate and top of wall,sill plate and rim-band,and rim band and subfloor are sealed. Comers,headers,and rim joists making up the thermal envelope are insulated. ❑ Insulation in floors(including above garage and cantilevered floors)is installed to maintain permanent contact with underside of subfloor decking.Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier.Crawl space wall insulation installed in lieu of floor insulation is permanently attached to crawlspace walls.Inspection of log walls is in accordance with the provisions of ICC-400. ❑ Spaces between fenestration jambs and framing and skylights and framing are sealed.Batts in narrow cavities are cut to fit;or narrow cavities are filled with insulation that readily fills the available cavity space. ❑ Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped Project Title: Meyerholz Residence Report date: 07/29/13 Data filename:C:\Users\FrontDesk\Documents\REScheck\meyerholz.rck Page 2 of 5 ❑ Air sealing is installed between the garage and conditioned spaces. ` ❑ Exterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. ❑ Access openings,drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. ❑ Recessed light fixtures installed in the building thermal envelope are IC rated,airtight labeled at air leakage rate<=2.0 cfm,and sealed to the drywall with gasket or caulk. Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space are air sealed ❑ Plumbing and Wiring:Insulation is placed between the exterior of the wall assembly and pipes Batt insulation is cut and fitted around wiring and plumbing,or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and piping/wiring. Fi Air barrier extends behind electrical or communication boxes or,air sealed type boxes are installed. L] HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. ❑ Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: ❑ Sunrooms that are NOT thermally isolated from the building envelope meet the requirements applicable to the building envelope. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. F-1 Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: L] Building framing cavities are not used as ducts or plenums. All joints and seams of air ducts,air handlers,and filter boxes are substantially airtight by means of tapes,mastics,liquid sealants, gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with air-impermeable spray foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Air handlers have a manufacturer's designation of air leakage of no more than 2 percent of design flow rate. Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. (2)Rough-in total leakage test with air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. (3)Rough-in total leakage test without air handler installed:Less than or equal to 3 cfm per 100 ft2 of conditioned floor area. Temperature Controls: F-1 Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: C] Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies Ll For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service Water Heating(Sections C403 and C404). Circulating Service Hot Water Systems: ❑ Systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. ❑ Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, Project Title: Meyerholz Residence Report date: 07/29/13 Data filename: C:\Users\FrontDesk\Documents\REScheck\meyerholz.rck Page 3 of 5 (b)piping between water heater and kitchen or water heater and distribution manifold, (c)piping outside conditioned space,buried,or located under a floor slab, — (d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is>3/4 inch nominal diameter, (f) piping runs>30 feet having 3/8 inch max diameter, (9)piping runs>20 feet having 1/2 inch max diameter, (h)piping runs>10 feet having 3/4 inch max diameter, (i) piping runs>5 feet having max diameter within the run>3/4 inch. Heating and Cooling Piping Insulation: Ll HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Ll HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation Ventilation: 13 Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and in-line fan:2.8 cfm/watt. (2)Bath-/utility room with rated cfm>=10>and<90:1.4 cfm/watt. (3)Bath-/utility room with rated minimum cfm>=90:2.8 cfm/watt. Swimming Pools and In-ground Spas: L] Heaters have an readily accessible on-off switch. Heaters operating on natural gas or LPG have an electronic pilot light. Schedule-capable automatic on-off timer switches are installed on heaters and pumps. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated pools and spas have a vapor retardant cover. Exceptions: Covers are not required when 70%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: F-I Within permanently installed fixtures,75 percent contain only lamps that can be categorized as one of the following.Or,a minimum of 75 percent of all lamps within permanent fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage> 15 and<=40 (e)60 lumens per watt for lamp wattage>40 Exceptions: Low voltage lighting systems. F1 Fuel gas lighting systems have electronic pilot lights. Other Requirements: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment;and results from any required duct system and building envelope air leakage testing.The certificate#does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Budding Department Use Only) Project Title: Meyerholz Residence Report date. 07/29/13 Data filename:C.\Users\FrontDesk\Documents\REScheck\meyerholz.rck Page 4 of 5 Project Title: Meyerholz Residence Report date: 07/29/13 Data filename:C.\Users\FrontDesk\Documents\REScheck\meyerholz.rck Page 5 of 5 2012 I cc Energy Efficiency er iic to Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces): Glass D.. Window 0.27 0.41 Door 0.30 0.21 Heating •s Heating System: Cooling System: Water Heater: Building Air Leakage Test Results Name of Air Leakage Tester Duct Tightness Test Results Name of Duct Tester Name: Date: Comments: I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 G 17 ISSUES/REVISIONS +fit �A 85/811. r� 8'-2 3/8" 7-10 5/8" 0-9 1/2" 1 P-3 7/8" F_ I �1 m r F 7 T -1 TEST HOLE • LOT COVERAGE: I 2'-0"x2'-0"x1'D � � J EQ L J EQ L J EQ t_ CONC. FOOTING 212110 N ADJACENT AREA WITH 8"DIA. SON w'y DARK BROWN LOAM OL N� 76 (ENTIRE LOT): 7526 5F. TUBE PIER. N N 2 BROWM CLAYEY SAND 50 W p`�,, I� �p� # - / E \"G> >4� 51 EXISTING STRUCTURE , n EXISTING DECK AND STAIRS TO BE REBUILT m ti I BROWN SANDY CLAY CL \ 5 CM, �� (� ;- 11 J G� (tPG� � _ -� ° HOUSE: 1052 SF. 26 5 a'-6" �` n.y BROWN CLAYEY SAND W/2096 GRAVEL SC IV/ ✓tO.('G11' G" 5� / •�� •^ DECK: 401 5F. 5, ,\ ,? pZ, \p �' WALL y 1 \ �v 1 "x 8 SMART-VENT 16 x 8 SMART-VENT ;:7:-- WATER IN ROWN CLAYEY SAND W/20�GRAVEL SC U� ` ��' �� O.I'S •'' rj�DIA. PROPOSED G, EL,-I. ' v`p 5 \5 �3'-� TOTAL EXISTING r-- — — — — — 11C�H T€E L-Ivit>1---- LODD.1HB.ou�tl r • Ep�� m \ HOT TUB ON GADE. LOT # 77 y COVERAGE: SF.- % 1453 5F. WATER IN PAIR BROWN COt.1CRECE�pL4 / \ = 19.3% - - - PINETOCOARSESAND \\ ,I WITH 20%GRAVEL 5W !\.I�NJ`� 1` '� W £X�`��"G / 1 \ ZONE AE �G 1 I L 1 p 8°00A0� �Y RY ` �, +4.9' (EL. G) rn PROPOSED STRUCTURE N7 �p \ 1 I �- - - - _ - - - - - - - - - - -� I r�+ �0 6'-I" 4'-13/4" � 8'-O 3/4" 6'-I 112" �I ME HOUSE o x (1 HOU5E: 1 21 5 SF. I � r `� �° (� DECK: 254 SF. PROPOSED SERVICE may_ - ',O" 331-`\�� DR L FPROppSEp ppR� z PROP05ED :\ 6�° +4.o ( CONp FV C) ADDITION OF 1 C GARAGE: 358 5F. 1 .5' a FRONT OVERHANG: 82 5F. +,4.5'cs 6 SE s 18 OF BEACH \ N L.4.9' E Sip d 71 MATERIAL \ 60-5" Mme' Q 1 PRpPO TO N TOTAL PROPOSED v i I I I I� 0 I LF' p1T1oN \ COVERAGE: 1909 5F. m I� n i PuruRE 2-6 LP a P�Ig�ING \ 0 = 25.3% CON TE \�/ \ (2)8'DIAx2'D 50% !� REPJNING FUTUc6 LP POOLS.LEACHING F.E1E 6YDX3'-6"DDRYWELL FOR C� WAI-'-S O F. DR HOT TUB BACK WASH +•+ — - DRAINAGE CALCULATION I I r I EO 1 L x 8 SMAR VENT F — 7 e 0 (5)5'o)Ax2'D _ 5ry0 °� �- 2 146.21' I I I — — — LOC_f_tif�OU 7 LEACHING Poo s. p° LP LP e S7 N ro TOTAL IMPERV.LOT COVERAGE: I - I -I I NOV.22, 2013 FOUNDATION REV. WOOD BU"EAD 1 I .� - � METER - 1500.2 -9.f. x . 17x 1 = 255 C.f. I I L — — J o I — — — — — JUN.19, 2012 CONCRETE WALL 'L O Q PROPOSED LAOS I I N p L rn 1,000 GAL {� PROPOSED r;lro 0 7 \ Al ° , 11 SEPTIC TANK. LOT # 78 A d \ 583 1108 W PROVIDE 2co. 8' DIA. x 3'-G"D. I PROVIDE ACCESS r = (DWELLING U/C) BALCONY OVER I I-7/8"TJI 560 - � DEC.07, 2010 EXISTING DECK DRY WELLS. HATCH TO C WL @ 16"O.C. qT g xg SPACE. -' o� BASED ON I >L _ I �1 DEC.02, 2010 rn > SURVEY OF PROPERTY NOTE ALL SURROUNDING O I I N �" O DWELLINGS WITH IN 150 — POO �� Q AT AR5HAMOMOQUE HAVEPUBLIC WATER. PROPOSED VOLUMN I o NOV. 18, 201 o V Lu TOWN OF SOUTHOLD BEACH FILL: ± 81 C.Y. I o' I ISLAND VIEW LANE 5UFFOLK COUNTY, N.Y. N JAN.12, 2010 I 1000- 53 - OG - 23 _ FEBRUARY 9, 2010 .... I I I I aB OCKP ER REINFORCED CONC MARCH 03, 2010 (REVISED) AREA =' 7,52G SQ.FT. I Lu �- —I— J ON 3'-O x3'-o"x IEE I _ ©2009 p CONC. FOOTING(lYP), ALL RIGHTS RESERVED 5 I TE A L A N TO TIE LINE I � �� ( I � I o �I I N THESE PLANS ARE AN INSTRUMENT OF = " PROPOSED SCALE: 1"=201-011 I g Z) 7, -' I L SERVICE AND ARE THE PROPERTY OF - I THE ARCHITECT, INFRINGEMENTS WILL O I I I A BE PROSECUTED. I 59'-0" EXISTING EX15TING STRUCTURE tu 15'-O" APPROX. N I I I O'- 3/4" 1 4'-1 O 114" 6-2" 1 N FIRST FOOR * Lm TO BE RAISED TO ELEV.9'-O" EXISTING MEAN HIGH I I I Lo e DECK WATER MARK EXISTING GRADE 4'-7" I 0-4 1/2" 2'-4" PROPOSED ADDITION OF MAX.G" NATURAL LOCAL BEACH STONE,NO SMALLER THAN%4'AND NO LARGER — — — —THAN 2"TO MATCH EXISTING. Ga CR055 SECTION, not to 5Cale TOTAL APPRox. 27 c. Y. I I I ( PROVIDE ACCESS L HATCH TO CRAWL I `~ SPACE. I I N N IOOSMARD-TR000 0I I Ln CLIENT/OWNER - I Lu N N _ GARAGE I -. RICHARD SUSAN I EQ EQ I � � 4"TH. REINFORCED I I MEYERHOLZ w CONIC, SLB, I I `F6D&°SMA�R�V NT J I r� RE5IDENCE L- L �: 4245 BAYDHORE RD N I - - - - - - - - - - - - - - —� r� 5OUTHOLD, N.Y. I I- 3'-O"x3'-O"x I'-o"DCONC.— A iv FOOTING WITH 12"DIA, SONO TUBE PIER(7YP). FILL, APPROX. 1250 SF.x 2.5FT.=3125 CF.= ± 1 16 C.YTOTAL F — — F — TYPE: SAND AND GRAVEL TO TOP OF SEPTIC AND LEACHING POOLS. CUT O T FOR DOOR I ( I I I SOIL TOWITHIN 6"OF FINAL GRADE. TOP-901L TO FINAL GRADE. Q I WITH 7-1/2"STEP UP SOURCE:OFF-SITE. S I FROM LAB. I I W I I - A� / MORTAR FROST PROOFING t I I I 8'-2 3/4" N L -1 7'-8 3/4" L — J O PROJECT TITLE W m F - 7II .� TRAFFIC BEARING SLAB WATERTIGHT FRAME&COVER W/ I I I I -� I 5 I/2 I 1� ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING '-I" `� ►`-� SOILS AS APPROVED BY THE SCDHS. IN THE EVENT POOR 4"SDR 35 PVC WASTE LINE APPROVED LOCKING DEVICE I O'-O" 2'-I 'I I L J 2�-O��x2-0 k II D ADD ITI O N/RE N OVATION LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE PITCH-Y INCH PER FOOT `t I CONIC. FOOTING 1 MIN. _ CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. 2'MAX 4"SDR 35 PVC I -I F_ — WITH 8" DIA, SONO r, • 1'MIN. WASTE LINE PITCH- I TUBE PIER. TRAFFIC BEARING SLAB 2'MAX CONCRETE COVER 6"MIN. 20" F�4 INCH PER FOOT F.F.8.0LZ� - - _ - �• TOP OF LEACHING POOL=6.7± RIM EL.7.3 - - - - - - -�J .�+ \ 6"MIN. DRAWING TITLE 15--G-1 I G'-5" 31-0" ji 6"0 CROSS-OVER PIPE ERT=4.5 ; W 6=F E INV34'-I I r W L_ -INVERT=667 SITE PLAN A, u ivillN. \ M�■I Z INVERT=46i 0 4 INVERT=5.1 r BOTTOM OF LEACHING POOL=3.5 4" N GROUNDWATER ELEVATION EL.1 5 13 0 PMS 8'-6"L X 4'-5"W INDICATES NEW WALLS PRINT DATE SCALE 8'0 X 4' DEEP LEACHING POOLS(TYP.OF 3) 1,000 GALLON SEPTIC TANK JULY 15, 2013 AS NOTED 155UE SANITARY SEPTIC SYSTEM PROFILE JUN.19, 2012 NOT TO SCALE ff 0 U N D A T 1 0 N P L A N I MAO DRAWING NO. 15t FLOOR ELEV. 6-0" SCALE: I/4 - -O � F,.. • LJ,:; PER X 4w 6 REF. NO. � � 0919 I 2 3 4 5 6 7 8 9 10 ll 12 13 14 15 1 6 17 ISSUES/ REVISIONS 04 RIDGE VENT 1 2" 12" IDGE 1 !r+ Cot 1 RIDGE VENT 12 G' 3/4"PLYWOOD SHEATHING10[- O 1 2 2' 12" FTE 5 @ G"O. \ CRICKET +� PE1 2 � G. 40 YR. ASPHALT SHINGLES tpwk 1 2 ,.\�O' 10 OVER 301b BUILDING PAPER, ,. oC �. 2+�2 R-38 BATT INSUL. • W m W1.ITj f.Im[. sjrl I ` W CX W VJ J� CX f -61i -T M 211x II 1 6"O.C. 2"x8"@ 16"O.C, r r v ❑ ❑ ❑ ❑ ❑ ❑ �❑ ❑ ❑ ❑ 1�1 GUEST BATH GUE 77N P-111J GUEST BEDROOM LAUNDRY CL05ET 5o WER !� MASTER BATH O E I GR@7-1/2" O A RAG r o° T=9-1/2" N • U O 1 N FLOOR 2x G"STUDS 71J-I I G"O.C. \ \ /{� @ I I-7/8"TJI 360 @ 16"O.C. � � (❑ R-38 BATT INSUL. S❑� " . I I-7/8 TJI 360@ 16'O.C.� 3/4 CDX PLY SHEATHING 301b, BLDG. M 8" FIRECODE GYP. BD. WALLS AND CEILING. MECHANICAL PAPER r R-19 KRAFT N ROOM FACED IN5UL. �� - � i � �� c�n '„ • EXISTING DECK AND GARAGE KEN LIVING ROOM 5" P O 0 STAIRS 70 BE REBUILT rip U GARAGE EQ EQ RM O R �O BOARD WALLS 1iPON N N CEILING. z I � FLOOR FLOOR J pig NOV, 22, 2013 FOUNDATION REV. N h \ CXR S\ \ \ \ S\ \ 1 1-7 "TJI 5GO I G" .C, CXR �X � S W SCX� VJ C EL.8.0' EL.8.0' p R �• v• I I-7/8"TJI 5GO @ I G"O.C. DEC.13, 2012 PER 5-1/4"x 1 1-8" 2.0E PARALLAM P5L G R-22 ROXUL INSULATION I I ACCE55 LR-22 ROXUL INSULATION GRADE PANEL b JUN.19, 2012 — — — — — — — — — — — JAN. 12, 2010 I_ — \� L_ — — J 2'-O"x2'-0'k I'D \2"xG"CCA PLATE ANCHORED L L4"TH, SLAB REINFORCED WITH W.W.ME5H 2"TH. SLAB \ , CONC. FOOTING 4'TH. REINFORCED WITH I S"BOLTS (2 PER SILL _ 8'TH. CONCRETE • I G""5Q. REINFORCED CONC. o WITH 8"DIP\.50NO CONC, SLAB, MIN) OVER ALUMINUM p Q FOUNDATION WALLS BLOCK PIER ON 3'-0"x3'-0"x P-0" z TUBE PIER. TERMITE BARRIER AND SILL _ m FO I ATI x 8 . . I " ° CONC. FOOTING(lYP). � �{O, � F � � E TION CL OF FII EPLACE m L C T ( O N SEALER. FOOTING'.POURED ALL RIG RESERVED � 2'TH. RAT SLAB '2'-O°f 5 C FOOTING BETWEEN �� 10"x2'-0" CONCRETE „1� AA WINDOWS ABOVE. FOOTINGS WITH (2)#5 � THESE PLANS ARE AN INSTRUMENT OF SCALE: 118"=P-0" SCALE: I/8"=1'-0" CONTINUOUS RE-BARS 9W). ,^ SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. �A A d e 2"x 12"RAFTERS @ I G"O.C. RIDGE VENT r i 40 YR. ASPHALT FA 12 SHINGLES OVER I O 301b BUILDING RIDGE VENT PAPER OVER, 2"x 10"RAFTERS @ 1 6"O.C, G \ CDX PLY, 'dd fl p• 1"xG"FASCIA BOARDS XN� C\ CRICKET WITH FELDMAN vd CLIENT/OWNER 2 BEAM 2`�\ \ / \ 3-1/2"SPRUNG CROWN ur 5-1/4Ik1 I--1 2.0E � � r PARALLAM PSL �, 1"x8" F/J PINE ATT I SUL. \ ` R-38 BATT IN5UL. r �3 \� RACK BOARD ti RICHARD * SUSAN 2"x8"@ WITH FELD MAN 1� M EYE R H O 0001,-Z�l WJW W 2"x "@ 16"O.C. l \ # F202 SOLID CROWJ.W � \ CMM@/ RF5IDENCE / POOR 4245 13AYDHORE RD / '\ ❑ C] ❑ �� A 50UTHOLD, N.Y. JL E MASTER BATHMASTER BEDROOM O ET O \ N. 2'xG"STUDS I r ip SHb @ 16"O.C. I SUITE 16R@7-I/2" r I o- ASTER BEDROOM VAN 1D �) EPDM RUBBER MEMBRANE 3/4 CDX PLY I IIh T=9-I/2 m ( .� SHEATHING II, " 12 i SUITE I OVER 3/4 A/C PLYWOOD �► 301b. BLDG. u PAPERSI—fTI 5 FLOORSLOPED 114"TO 1'-0" PROJECT TITLE R-1 9 KRAFT 2x8„ FACED INSUL. I 117/8"1J1 36 @ I /G" I I-7/87JI 3G0@ I G"O.C. r ENTRY FOYER � ' 2"xG" 16"O. • 3-z"x I I-8'2.0E � AND STAIRWAY CPARALLAM PSL ; - ARALkl I-8" 2,0E poll ADD ITION/RENOVATION PARALLAM P L ❑ ❑ \ \ ❑ ❑ ❑ El2'k G"STUDS CIG" r i O.C. WITH 4" CDX � EXISTING DECK AND - PLY SHEATHING, /qN � DINING AREA O - 301b. BUILDING A O STAIRS O E REBUILTFOYER TUD DRAWING TITLE i KITCHEN KRAPAPER R. FACED �r �4 •� SECTIONS FLOORLILL �N - \ - I 1-7/ TJI 5GO @ 1 06C• EL.8.0' CEJ (\ � CYC W CEJ \� \I & \ � TJI 560 @ 16 O.C. 11777, 11 H x❑ �N LR-22 ROXUL INSULATION aOE 5-1/4'k 1 1-8" 2.0E R-22 ROXUL INSULATION/`j JULY 15, 2013 SCALE 114" - i 01 PARALLAM PSL PARALLAM P51- 31 ISSUE z kG"CCA PLATE ANCHORED z 6TH. CONCRETE �� 2'-O"x2'-O'k 1'D 2"x G"CCA PLATE ANCHORED 2'TH. RAT SLAB , �- — — L L — J 8'TH. CONCRETE I 0"x2'-O"CONCRETE L — — -) I �- — - FOUNDATION WALLS DEC.13, 2012 Lu �/CONC, FOOTING WITH 18"BOLTS (2 PER SILL / 2 TH. RAT SLAB — _/LTH 18"BOLTS (2 PER SILL i \ 1111 J FOUNDATION WAL O FOOTINGS WITH (2)#5 ON I'-4'W x 8" z WITH 8" DIA. SONO MIN) OVER ALUMINUM 16 5Q. REINFORCED CONC, _\ �� TUBE PIER. TERMITE BARRIER AND SILL ON I -4'W x 8 I -O x I -O x8DCOrJC. CONTINUOUS RE-BARS 0-yF). MIN) OVER ALUMINUM POU„ D CONC. DRAWING NO. BLOCK PIER IN 3'-O"x3'-O"xl'-O"D ° FOOTING WI?h SEALER. CONC. FOOTING(TW). 8" DIA. SONO TERMITE BARRIER AND SILL O � POURED CONC, SEALER. FOOTING,. I,2'-O"I, E ' O � TUBE PIER, r, � m 1 O"x2'0" CONCRETE I, e,r:� ,� ✓�C 1.EF�O`4�i.. mJ SECTION _ z1 � FOOTINGS WITH (2)#5 1 11 D D 9 " Z3'-0"x3'-0"xl -ODCONC, t".,.;_.,;__ i _..•.,,.- �:�•-:--, '*: CONTINUOUS RE-BARS OW). � �t.Z.. FOOTING WITH 12"DIA. SONO SCALE: 18"=P-011 "' `:TI'`"i i "- t.,",^ � "' I f I M 1 TUBE PIER(TYP). �z �.€Gs / \' ON jr: 'Y Ask DD SCALE: I/8"-1'-0" Y r•r,fr c.' .`::r 14W [.• _+ r . ." - ._ :`',L•'.'':.� - �N REF. NO. Elk'/ t ± I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS ^t 1 A 8 5/8" -APPROVED A 3 1401 EDPANCY OR 8-2 3/8 7-10 5/8 6-9 1/2 - - 1 P-3 7/8 ol DATE: ` �-� ? B.P.t 32,9901F- I I r = -� r - �i FEF: a BY: �pe� USE IS UNIL M'I UL ,I� F R T CERTIFICATE. - -+ NOTIFY BUI._CL,,a DEPARTMENT AT WITHOU v ,� I I I L J , M FO 1802 X18 IN TO 4 P!;9 FOR THE OF OCCUPANCY r mI r r P.r F01_LOV�L.G INSPECTIONS: , T 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE I-cTl 2. ROUGH - FRA%flNG & PLUIMBINGT I J L J L 1 J L _, 3. INSULATION CONIC.HOLE LOT COVERAGE: 2-O x2 O'xl'D � I I, I_ CONCEO EQ . FOOTING EQ 4. FINAL - CONSTRUCTION MIUST 2/2/10 N ADJACENT AREA I WITH 8" DIA. SON � ' I BE COMPLETE FOR C.O. T # 76 8\ (ENTIRE LOT): 7526 5F. TUBE PIER. N� N DARK BROWN LOAM OL ALL CONSTRUCTION SHALL MEET THE r N. LQ \A7• c� EXISTING DECK AND STAIRS TO BE REBUILT r•' I BROWMClYEY5AND 50 pW�\L1NG EXISTING STRUCTURE I I m P•1 J REQUIREMENTS OF THE CODES OF NEW 2' w �- E 5 CM, / (� ' n YORK STATE. NOT RESPONSIBLE FOR 2G'- BROWN °_ �I �P� 6, ° 26-5 &-G" 5,ti 5E Pp5�0 G� <� 5 / �_,.^ �, HOUSE: 1052 SF. DESIGN OR CONSTRUCTION ERRORS. 4' BROWN CLAYEY DECK: 401 5F. 5. pOQ G� �Q WALL �;,� 1 \ � N I _ STEEL C LUMN I WATER ROWN CLAYEY SAND WI 209 GRAVEL SC 1 !\ 1 3'' 5'DIA. PROP05ED TOTAL EXISTING r • G' e. O �O Pv?v\0\35S �p1�J 53�; HOT TUB ON GADS. \•LOT # 77 Z rn WATER IN PALE BROWN 5 o, eww \ -Q COVERAGE: SF.- % 1453 SF. - - - - - - - -� FINE TO COAR5E SAND cn CGfti:e L'r` Er.'lTH ALL CODES OF WTN 209 GRAVEL sW O�\v `�' AQP W \ ZONE AE ` I r - - - - - -- ,I tV V U O1551N / '-� L T IO NEW YC; ,K STATE & TOWN CODE Nig°00 S�pR� � J +49"\ (EL. 6) 1 u1 PROPOSED STRUCTURE 1 5� I 6 I 4 I4 8- 3/4 6-I I/2 I I I - " = �M�hQU o \ � Cl HOU5E: 1 2 15 SF. I A AS RECUIRED AND CONDITIONS OF PROPOSED _ �' . r �, PROPOSED WATER 5ERVICE _ �' 33-� DRYWE'-L pRpPQ5�0 pR� m z •\ Q DECK: 254 SF. J SOUTHOLD TOWN ZBA m �4 o I ( QNp F10 ADDITION OF 1 FRONT OVERHANG: 358 5F. 5f- a 18 OF BEACH \ ►-4� �X51 ._ � �� BOARD ccN PETE L , UE P QP1�pg� a � MATERIAL " 90 D 5" TOTAL PROPOSED2_ lON_ NmTDTOWJTRUSTEES PRQ :�i COVERAGE: 1909 5F.� E ''tbjYS.DEo = 25.3% I I LI O- J PROPOSED O? f_Q r21e'DIA.2'D 50% I V.8 O \ RETAING UTURE LP UTURE LEAcrnvG P F•�Lf: DRYW 6'�dX3'-6"D DRYWELL FOR +4.9�'. �_ - WALL5\ ` , Pt,OL5. •� -_ DRAINAGE CALCULATION NOT (5)8'DV..rD 5ro`-'rF k o„ }i 2 HOT TUB BACK WA511�_•, r I • DO NOT PROCEED WITH � - - -- i I I I I - EQ - - EO - r UNTIL SURVEY � � LEACHING Pools. ,0° LP LP a'-0" ST �__ ro 5 ,_... , -� 146.2 I _ � I FRAI'ri `- -A � \ �N 5 OVER WOODBULKYEAD TOTAL IMPERV.LOT COVERAGE: OF.FOI.;:'':..,\TION LOCATIOA �` > Me ER �n - 1500.2 5.f. x . 17x I = 255 C.F. I I L -'- J o - - - I L - J JUN.19, 2012 ..•U APPROVED. �° \ 1- CONCRETE WALL -� HAS airL I _ WA_ NAft Z O 1 O PRc' 5ED .0'5 I _ (17 1 vA 1,000 GAL LOT # 78 PROPOSED I �Iro n- �o Q 01� 55301 1'08"W 5EPTICTANK PROVIDE 2ea. 8' DIA. x 3'-G"D. 1 1-7/8"TJI 5GO PLUMB t-� (DWELLING UIC) BALCONY OVER I I PROVIDE AC ESS �(�G �x EXISTING DECK DRY WELLS. ��HATCH TOC AWL - ( I DEC.07, 2010 @ 16" O.C.o.c. � x g � U- 1 I 1®1 DEC.02, 2010 SPACE. I LL Ln a r-, BASED nh; o °� I ALL UMBING WASTE SU1�,VEY OF PROPERTY NOTE:ALL SURROUNDING - � m I I N o rnHAVE ` �I NOV.18, 2010 &4'".reTER LINES NEED \ HAVEP PUBLIC ER PROPOSED VOLUMN I I - \ G AT ARSHAMOMOQUE HAVE PUBLIC WATER O C3 ,r TESTING BEFORE COVERING �, _•_ TOWN OF 50UTHOLD BEACH FILL: ± 81 C.Y. W I I JAN.1 2, 2010 N RETAIN ST M WATER 1�L1NA�v1Ew SNE SUFFOLK COUNTY, N.Y. I r I � I PURSUANT TO CHAPTER 236 1000 - 53 - OG - 23 I I I 16'°'S0. REINFORCED I I • PLU>� BER CERTIFICATION OF THE TOWN CODE. FEBRUARY 9, 201 o ON!_EliD COIF FEN T BEFORE MAf,CH 03, 2010 (REV15ED) I I I CONC. BLOCK PIER _..,r' I L� L - - J ON 3'-0"x3'-0"x I'-0"D CER 1i-:t ATE OF OCCUPANCY AREA = 7,52G SQ.FT. I o I CONC. FOOTING(TYP). r - ©2009 TO Tic LNiff I Lv I ALL RIGHTS RESERVED USED /N WATER S i T E i� L A N I N�� 1_ ° V� S TEM CANNOT � _ � I �I I � THESE PLANS ARE AN INSTRUMENT OF CXL /i v Gr 1% LEAD. PROP05ED SCALE: I"=20'-O" I I Z) g I I I I p/M SERVICE AND ARE THE PROPERTY OF - 00 THE ARCHITECT. INFRINGEMENTS WILL N I I � BE PROSECUTED. Vil4. f"I.arf t'n � rC .�k�TE �y '4 tiI - 59'-0" EXISTING �+ tr Ex! , 'YG STRUCTUPu�.. O I\i4ir _ �1 .P��^4 J 15'-0" APPROX. N I I 101- 3/4" 14 I 0 I/4 W I N JOU(��O'�"D�i L,'!t iii77 I FIRST PLO�D'Z EXISTING --- -- --- - -_ ---f-- 8-2 I m • TO BE RF."fD TO ELEV. 6-0" MEAN HIGH EXISTING GRADE 4'-7" _-_ - DECK WATER MARK N 11 4 112" - - --- -- - - I - - - - - - sem- -� - - - J PROPOSED ADDITION OF MAX. 6" I r � I NATURAL LOCAL BEACH STONE, NO r - 41 �� 41� - - - - - - - - - � -I I I j• I I I � SMALLER THAN Y4"AND NO LARGER _ THAN 2"TO MATCH EXISTING. I I - - CP.OSS SFC T ION, not to SCOIE TOTAL APPROX. 27 C.Y. PROVIDE ACCESS I I L _ .- J I I" HATCH TO CRAWL I E SPACE. I I I I I �, I •� \I N I I FLOW - I THRU,5 N I C� N I 1 U? CLIENT/OWNER I I I N J GARAGE � I �. tiKICHARD SUSAN EO EQ I I 4"TH. REINFORCED I MEYERHOLZ N CONC. SLB. 1 L �r J I RESIDENCE N I = :a iLa I 4245 BAYDHORE RD D F - - - - - - - - - - - SOUTHOLD, N.Y. N I I �t -3'-0"x3'-0"x I'-o"DCONC. I rl� FOOTING WITH 12"DIA. SONO TUBE PIER(TYP). FILL, APPROX. 1 250 5F.x 2.5FT.=3125 CF.= ± I I G C.Y TOTAL TYPE: SAND AND GRAVEL TO TOP OF SEPTIC AND LEACHING POOLS. I CUT OUT FOR DOOR I r I I I SOIL TO'WITHIN 6" OF FINAL GRADE. TOP SOIL TO FINAL GRADE. I WITH 7-1/2"STEP UP SOURCE: Off-51TE. FROM 5LAB. I { N T��- I Poo 1 -2 L - - J L - J o PROJECT TITLE 8 3/4 MORTAR FROST PROOFING I I TRS"'IC BEARING SLAB I I I I m _ r I 5 112' I r� ALL LEACHNG POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING WATERTIGHT FRAME&COVER W/ _ SOILS AS APPROVED BY THE SCDHS. IN THE EVENT POOR 4"SDR 35 PVC WASTE LINE APPROVED LOCKING DEVICE - I 12'_1' I ( C t _____�o'-0 2 1 L 2 0x2 0x1 D s ADDITION/RENOVATION LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE PITCH-Y INCH PERFOOT 1'MIN. I I I CONC. FOOTING CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. 1'MIN. 2'MAX 4SDR 35 PVC L J" - - WITH 8" DIA. SONO • I I I ;r TRAFFIC BEARING SLAB Z MAX -CONCRETE.COVER 20» WASTE LINE PITCH- F.F.8.0 TUBE PIER. �• TOP OF LEACHING POOL=6.7± ---.--- 6"MIN. Y RIM U.7.3 INCH PER FOOT - 6"MIN. ^ DRAWING TITLE r5'-G" - - - - 16'-5" - 3'-0 �I 6"f�CROSS-OVER PIPE INVERT=4.5211 F W BA E- 8, --- - s 34'-1 1" -.. 51TE PLAN i W INVERT=6.67 INVERT=4.6 o INVERT=5.1 �I BOTTOM OF LEACHING POOL=3.5 z = 0 4,. 4" GROUND WATE;?ELEVATION EL.1.5 4 ti � B 8'-6"L X 4'-5"W INDICATES NEW WALLS /q� PRINT DATE SCALE 8'0 X 4'DEEP LEACHING POOLS(TYP.OF 3) 1,000 GALLON SEPTIC TANK JULY 15, 2013 AS NOTED SANITARY SEPTIC SYSTEM PROFILE 09 ISSUE � JUN.19, 2012 NOT TO SCALE DRAWING NO. F O U N D A T I O N P L A N IT I?f-.1'I0_A?I^I'a©FTiiE ORA L�. FCr'.[,!YPEI sora, Ec2EDARC • I st FLOOR ELEV. 8'-0" SCALE: 1/4"=1'-0" A I t3 •"a~'_ss r T INN UNDER THE z's ID[RI::CT•IC'I OF A LICE-LASED AF:CIHITE(T,TO At TER A'NY I"I"Er!I ON Tits DRAWI tG IN �I A /'ANYWAY INYA-THORIZED `POOR t?LTIEDATDN t4UST DE1M u � NtOT'ED,S;ALED.A'10 4- A DE'SCRIDr'")IN ACCORDANCE4t SOF� 4w Wr i H Z'HE.AW. T ESI I rim REF. NO. 4 0919 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 IG 17 ISSUES/ REVISIONS 34'-1 1" r � K 3"x5"STEEL 1 POST. P.E I I M r I • I AZEK RAILING A B 5' DIA HOT TUB ON GRADE. EXISTING DECK AND STAIRS TO BE REBUILT AZEK DECKING WITH CONCEALLED FIXINGS. p1W J DOOR AND I 34'-1 1" �1 I'-I I I/4" 5" 5" 5" RIDGE ABOVE I CE RIDGE ABOVE 2'-9" 2'-9" 2'-9" 2'-9" 5'-3 112" G'-1 I 1/4" 4'-3" 4'-3" 2'-0" I -8" 5'-1 1" 9'-10 3/4" G'-1 1 114 8'-G" • 1 1 I 1 22 23,E 24 25 7 8 9 10 DWI- --' O N Gn N O 3'x5 STEEL LINE OF r N 14-7 BALCCfIY N AZEK RAILING MAO POST (TYP). �v ABOVE 1 -— d SYSTEM. 25'-5" BALCONY ®�-ROOF LOAD I 4x4' MAHOGANY DECKING ON BEARING WALL 2 I SLOPED SLEEPERS OVER ABOVE. I I I - EPDM RUBBER MEMBRANE. 6? cV WINDOW DOOR BELOW N 1 o MASTER BEDROOM O O I o p Q 1 1 I2 - SUITE EQ EQ 0 I O N O — 0 26 Elm °� M TE BAH 8"CDX PLYWOOD OVER - A z Z 2'-9' j z G" O FLO R ILS E I a WARMBOARD N 6"xG"WOOD ti o THIN5E OVER RADIANT SUBFLOOR. _ (� 8'-2 I/2" 20 CE ENT'BD. POST 20" FLUSH BEAM N _ 3-2'WIDE BAMBOOPER Ij DEC. 13, 2012 FLOORING - 3 CTS. SATINZ„ r-� 5 - N 5-1/4"x 1 1-8 � 5-I/4"x I I-e° = POLYURETHANE. O 2.0E PARALLAM Ie 2.0E PARALLAM in ti PSL STUDY FLOORING r in I PSL JUN.19, 2012 G xG" I 1-7/8"TJI 3GO DIRECTION. N WOOD @I G" O.C. _ HOWd'� N 2 N JAN.1 2, 2010 POST N N m N LOW WALL m DRESSING ROOM O D CERAMIC TILE IN Tt IN D D _ _ A4 SET ON �" cE "' A4 A4 b IL UL m _� m 2 MENT IBD. _ 4'-7" 3'-0" 3'-0" 3'-0 1/2"O 4-I I4- I/ PON (02009 OVER a AC PLY AND I" "�' N N � ALL RIGHTS RESERVED WARMBOARD R4DIANT 3-2"x I I-8' 2.OE ,n 1 4 D13 `n THESE PLAN A A5UBFLOORING, 9 PARALLAM PSL o I -- - - ---- I ~ S RE N INSTRUMENT OF (ALL GROUND FLOOR) Q 19 o ► 7-G 2- 9 ro l N c=w I I N I 1 6 w N SERVICE AND ARE THE PROPERTY OF ATTIC STAIRS I O � THE ARCHITECT. INFRINGEMENTS WILL ui v CLOSET L--- - - - - m v I 2'8 1/2" Gl_5" M�1 BE PROSECUTED. z or[ O O O KITCHEN z m N 1 7 ,A O O O I I O - - _ 14'-G Ile OO o 10 '-7 3/4" 4'-7 3/4" G'-10" 4'-0" 7d2' q 3'-4 112" G x6 WOOD (5 ~ - N N POST - O Z N Ln G N n � N cV � 1 2-0 WOOD I Ln Ln �� - RAIEI G EQ m CL05ET Ln O POST O 13 - �� / FINISHED co REFRIG. C SET OVENS 0 m iv 14'-7" MAIGANY HAND IL WITH / - OEM L UN RY I B TAPER SPINDLENEW / •� � iv OUTDOOR 8-2 /- G' 2 12" BALUSTER$. M O I GR@7-1/2 -- — \ I GR@7-1/2' r_-j N C \ C9 I ® N SHOWER Npm T=9-1/2" T=9-1/2" 60 N - PROVIDE C ES MECHANICAL HATC T C L m - ❑ O ' I 2-I 0 I/2 `n E FU HT.. OPEN TO BELOW � ROOM 5PAC . ® N O ® N / N s 50 8 FOYEH-H o 0" 2'-10 112" 2'-4 112" 3'-0 112" 3° 14 I OQ ® \ `� N I V SHOWS / r O BAH - N 0 FL OR ILS ET \ N CLIENT/OWNER 3 1/2" 'n - IN THIN SET. ACQ PLATFORM 3'_4° `n CLOSET 3 112" 4'-1 3/4" 3'-0 3/4" - - N - --- Q EQ / ACCESS N 2 ,�--_-- PANEL I N 20 RICHARD SUSAN 5 0" 4'-2' 21 4'-9 1/2" -9 I/2" I'-I UNFINISHED MEYERHOLZ s tr 3 1/2" r RESIDENCE Q;4 10'-7" 5-3" 4245 DAYD H O RE RD D — p GARAGE — — - _ SOUTHOLD, N.Y. c! (V N WALLS AND CEILING s8 o 15 FIRECODE GYP.BD. _ !"xG"AZEK ECK(NG ST PS. O 5 6 N N O N \ I N 4"TH. REINFORCED CONC. SLAB SLOPED 4°TO 1'-0". 0 Ln AZEK CL RIDGE ABOVE Q r� O RIDGE ABO E 8�r RAILING. I I in r. -_ O HG4B ERMACAST COL. 16 - = 1 PROJECT TITLE _ p GUEST BEDROOM a� p ( 1 o .�• ADDITION/RENOVATION — — J '�? _ _ _ - _ ccs 3-2"WIDE RUFF CUT WHITE - z OAK FLOORING - 3 CTS. O r� = J SATIN POLYURETHANE. • I I U rr �Q EQ PEW - - - - - - - - - - - - ^ DRAWING TITLE G I Ct RIDGE ABOVE 17 EQ EQ 3'-113/4" 12'-5 1/4" 1 1 5'-G" 3'-1 1 7PY' G'-I 1 1141, 5'-G" 3'-O" I r-1 GROUND FLOOR 15'- " PER 34'-I I I G'-5" ---- 3.0 SECOND FLOOR 34'-1 1" 1� A 8 ON d A B A4 A4 D A4 A4 ��jM PRINT DATE SCALE 5 L C 0 N D f LOOK 2 PIP JULY 15, 2013 1/4" = 1'-0" SCALE: 114"=P-0" A 2 `/ ISSUE G R O U N D f L 0 0 R\ ti DEC.13, 201 2 r h/1 15t FLOOR ELEV. 8'-C" SCALE: 114' 1'-0" A,2DRAWING NO. M IT IS A VIDLtA7 ON OF"I S * ;;•�.. t tnM T , RnA TO Al-TE2 ANY oT�r.T ons ��,.�r�. ,r��1�'�'.��t A i"17'RA3i0N,N"ij`',a C.'•2' 1 � ti N T ... j0`, NOTED, ?E"� Irf V'L,`f)Ftt1,�NCc �^1 �s I REF. NO. II VV1TH THE LAVL 09 19 i I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS ^j �A !` v 1 KRIDGE VENT / � 1 j' M 12 r RIDGE VENT 10� • 12 40YR. ASPHALT SHINGLES 40YR. ASPHALT SHINGLES 8 12 OVER 301b. BUILDING OVER 301b. BUILDING 12 I O PAPER. PAPER. 14 2 ,r I0 1M11 • i HARDY PLANK CEMENT 010 SHINGLES OVER 301b. I L Ao BUILDING PAPER. 1.4 �D --- �A FLOOR FLOOR 5 12 HARDY PLANK CEMENT � SHINGLES OVER 301b. BUILDING PAPER. PA j AZEK 14WRAILING 1^105Y5TE N/ E:l IL - ; PON DEC.13, 2012 rPER 00 ON fV 0 a"xG"AZEK N fAv CLTDXr JUN.19, 2012 G FLOOR `� � FLOOR °� DECKING EL.8.0' 10.-0" EL.8.0' . I , 20 I FITT 7LTTL71 GRADE �_ 'Zt7L_tLtur7 11 u u 1Li - - - r�� - - - -- A ©2009 EL.4.9' xG AZEK T �T ALL RIGHTS RESERVED 4" " AINED CEDAR AZEK 7"SQ. PERMACAST STAINED CEDAR 7"SQ. PERMACAST 4"xG"AZEK DECKING SQUARE LATTICE RAILING COLUMNS SQUARE LATTICE COLUMNS DECKING THESE PLANS ARE AN INSTRUMENT OF SYSTEMAZEK W E 5 T E L E V A T 1 0 N 5 0 U T H E L E V A T 1 0 N 3 TAINED CEDAR SYSTEM SERVICE AND ARE THE PROPERTY OF SQUARE LATTICE RAILING �1 THE ARCHITECT. INFRINGEMENTS WILL SYSTEM N I BE PROSECUTED. 1� SCALE: I/8"=I'-0" A3 SCALE: 1/8"=1'-0" A3 kA r �l • ` tow i� / \ A 40YR. ASPHALT SHINGLES s�14Wi \ OVER 301b. BUILDING CLIENT/OWNER PAPER. 40YR, ASPHALT SHINGLES d RICHARD SUSAN OVER 30119. BUILDING / PAPER. �� - m" MEYERHOLZ RESIDENCE 4245 BAYDHORE RD ell 50UTHOLD, N.Y. MeM r o HARDY PLANK CEMENT po ow PROJECT TITLE SHINGLES OVER 301b. `n BUILDING PAPER. FLOOR _ _ HARDY PLANK CEMENT - FLOOR 5HINGLE5 OVER 301b, BUILDING PAPER. �s ADDITION/RENOVATION • rd • DRAWING TITLE �I d ELEVATIONS N (V FLOOR - FLOOR in 13h EL.8.0' EL.8.0' [� opo PRINT DATE SCALE _ lj - JULY 15, 2013 ILUALLJ 11 1 ISSUE 11 11 111111 11 Jill 11 1111 -lTTFF ;1 11 11 11 11 li I! it 11 11111 HIIIIII 111 11 ii ii ii ti DEC.13> 2012 4"xG"AZEK STAINED CEDAR AZEK PA DRAWING NO. RAILING M DECKING �-5TAiNEDCEDAR AZEK SQUARE LATTICE SYSTEM ARC, pm EA S T E L E V A T I O N 2 SQUARE LATTICE SYSTEM `w; ",;�`i =;:Cr 3, C?' F,f� L 840 SCALE: I/8"-I'-0" 3 i"... L:` 6 ' ._ e A N 0 RT H E LEVATI O N ` r � � �� R�' SCALE: 1/8"=I'-0" A3 r' ' I,•'. . . .':�'a`.66�:a i3 �c 6 1 �a- A 9wi0i„t'i P„ �� ZO 9: _. .. c if-L.E 13,A.� DlE `!! REF. NO. !I a €<E L!`Y. 0919 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS ^Z `RIDGE VENT 2"X 12" DGE r I i �3/4" PLYWOOD SHEATHING �` K RIDGE VENT 12 G. I\ I 0 F CRICKET 2" 12" AFTE.S @ 6"O. 2 M 40 YR. 12 Off' OVER 301b,PBUILD NG PAPER. r HALT 5HINGLE5 10� �2@ R-38 BATT INSUL. -CXS UCS -(X S -CXS -UCS -UCSW C X 5 -CXR CXS ' CXS -CXS CXS -UCS UCS C X S -UCS -CXS 2"x " 16"O.C. 2"x8"@ 16"O.C. � v GUEST BATH ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ~ �J GUPON GUEST BEDROOM LAUNDRY CLOSET SH WER MASTER BATH E OAFEN p -- LI T=9-1/2" ITFLOOR FLOOR I I 2'x6"STUDS I� 1 1-7/8"TJI 360 @ 16"O.C. U'�XS�XX)CXXJR-38 BATT INSUL. % I 1-7/87JI 360@ 16"O.0 3/4" CDX PLY SHEATHING 301b. BLDG. A 8" PAPER FIRECODE GYP. BD. WALLS AND CEILING. MECHANICAL R-19 KRAFT r-� H ROOM FACED INSUL. � I 1 � EXI5TING DECK AND GARAGE O it KITCHEN LIVING ROOM STAIRS TO BE REBUILT 8 P p v GARAGE EQ EQ 8" FIRECODE GYP. s" MOR c' BOARD WALLS 8„ CEILING. 2 Ln FLOOR FLOOR S I I-7 8"TJI 560 16" C. EL.8.0' EL.8.0' ,® Q I I-7/8"TJI 560 @ 16"O.C. 5 �� r� DEC.13, 2012 in N I I ACCESS R-22 ROXUL INSULATION 5-1/4"x 1 1-8" 2.0E I� IR-22 ROXUL INSULATION PARALLAM PSL v GRADE PANEL r JUN. —..—.._.. _.._.._.._..—.._.._.._..—..— .—..e..�..�..a..__.., .. —.._.._.._..—. _.. 2'-0"x2'-0"x I'D 2"x6"CCA PLATE ANCHORED L _ — J " - 4"TH. SLAB REINFORCED WITH W.W.MESH TTM. SLAB �, CONC. FOOTING 47H. REINFORCED WITH 18" BOLTS (2 PER SILL 87H. CONCRETE • 16 SQ. REINFORCED CONC. o WITH 8" DIA. SONO CONC. SLAB. MIN) OVER ALUMINUM FOUNDATION WALLS BLOCK PIER ON 3'-0"x3'-0"x 1'-0" ? _�`- m ON P-4"W x 8" TUBE PIER. TERMITE BARRIER AND SILL CONC. FOOTING(TYP). SEALER. POURED CONC. A ©2009 CE o ` S E C T I O N OF FILEPLACE m SECTION 27H. RAT SLAB 1 FOOTING.. ALL RIGHTS RESERVED O FOOTING BETWEEN m 8"x I -4 CONCRETE AA FOOTINGS WITH (2)#5 THESE PLANS ARE AN INSTRUMENT OF WINDOWS ABOVE. � � SCALE: 1/8"=P-0" CONTINUOUS RE-BARS (TYP). �/M SERVICE AND ARE THE PROPERTY OF SCALE: I/8"=I'-0" THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. r �j • r r••r 2"x 12"RAFTERS @ 16"O.C. RIDGE VENT f 12 40 YR. ASPHALT SHINGLES OVER 10� 301b BUILDING RIDGE VENT �+ PAPER OVER 4" r CDX PLY. Aft 2"x 1 0"RAFTER5 @ 16"O.C. G I"x6" FASCIA BOARDS 4' \�O CRICKET WITH FELDMAN CLIENT/OWNER BEAM 3-1/2"SPRUNG CROWN W 5-1/4"x I 1-8" 2.OE �+ / PARALLAM PSL 12 1"x8" F/J PINE �t3 ATT I 15UL. K-38 BATT INSUL. ---13 RACK BOARD RICHARD SUSAN WITH FELDMAN ~ M EYE RH O LZ (� # 1`202 SOLID CROWN. CSCSU S C X) C XS m2"x8"@ 16 O.G. "@/6„p C r�� RESIDENCE .p; 4245 DAYDHORE RD D /[] ❑ ❑ Immmo 5OUTHOLD, N.Y. ` — T E MASTER BATH M o MASTER BEDROOM m o I L ET o 5Hb'kE N i■� 2'x6”STUDS I b t b �` SUITE I VANNY 001 @ 16 O.C. I GR@7-1/2" - I ,� ASTER BEDROOM 3/4 CDX PLY I I m I T=9-i/2" SUITE EPDM RUBBER MEMBRANE w SHEATHING � II I I OVER 3/4 A/C PLYWOOD 12 r I I II I 301b. BLDG. II5 FLOOR I SLOPED 1/4"TO P-0" PAPER — (•I PROJECT TITLE R-19 KRAFT 2--r8„ 1 �I FACED INSUL 1 17/8"JJI 36 @ I "O. _ — @�60 C I 1-7/87JI 360@ 16"O.C. ENTRY FOYER 3-2'x I I-Z" 2.0E AND STAIRWAY 2"x6" '6°o.c. ,. ,,, .. ADDITION/RENOVATION PARALLAM PSL 5-1/4"x I I-g 2.0E �. - PARALLAM P31- 2"x6" STUDS @ 16" ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O.C. WITH 4" CDX r PLY SHEATHING, EXISTING DECK AND 301b. BUILDING DINING AREA O O O TUD DRAWING TITLE STAIRS TO BE REBUILT FOYER i KITCHEN PAPERED 19 FACED !� ,e INSULATION. d+ SECTIONS FLOOR 1 1-7/8"TJI 560 @ 16" C. EL.8.0' � �X XX�LXXXX)(XXX) I 1-7/8"TJI 560 @ 16"O.C. Ids) V L R-22 ROXUL INSULATION1 11 R-117 L AI PRINT DATE SCALE 5-1/4"x I i-8" 2.0E 5-1/4"x I 1-8" 2.0E R-22 ROXUL INSULATION JULY 15, 2013 1141, = I'-0" PARALLAM PSL PARALLAM PSL ' "x6"CCA PLATE ANCHORED z 8'TH. CONCRETE IAS ISSUE 2'-0"x2'-0"x I'D 2"x6" CCA PLATE ANCHORED L _ _ L J Z FOUNDATION WALLS DEC. 13, 2012 Lu CONC. FOOTING WITH 18"BOLTS (2 PER SILL 2'TH. RAT SLAB — 8'TH. CONCRETE � 8 x I -4" CONCRETE 16""SQ. REINFORCED CONC. FOUNDATION WALLS p ( ) 5 2'TH. RAT SLAB L — — INH 18"BOLTS (2 PER SILL `e' I I -O"x I -0 x8 DCON(C, FOOTINGS WITH 2 # MIN)OVER ALUMINUM O ON I'-4"W x 8" D WITH 8" DIA. SONO MIN) OVER ALUMINUM ON P-4"W x 8" '\- CONTINUOUS RE-BARS (TYP). POURED CONC. AI DRAWING NO. Z � BLOCK PIER ON 3'-0"x3'-0"x I'-0"D m FOOTING WITH TERMITE BARRIER AND SILL cn M TUBE PIER. TERMITE BARRIER AND SILL CONC. FOOTlNG(TYP). POURED CONC. - 8" DIA. SONO L. - SEALER. ° FOOTING.. � SEALER. FOOTING.. I'-4" y^'P ,G i `e e t 1'-4 O � TUBE PIER. - �" SECTIONAIR m m 8"x P-4'CONCRETE .,_.:" , . . .:�,; FOOTING5 WITH (2)#5 3'-0"x3'-0"x I'-0"DCONC. -� , DD d 1`.I..;.: .. W� <<� g�c ,�o�✓�� L CONTINUOUS RE-BARS (TYP). FOOTING WITH 1 2"DIA. SONO SCALE: I/8"=1'-0" "`. AC':.I. _:": .;.i3Y S E C T I O N R TUBE PIER(TYP). ---- •.. � pm A 13 pm C ZZ SCALE: 1/8"=P-0" ,'' REF. NO. r iTl,' 09 19 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 ISSUES/REVISIONS ^j 1 A r� K M O �I P-4 v P* 0 b Am d pw I I a pm powo 4w N I A I pm DEC.13, 2012 rm PO JUN.19, 2012 G JAN. 12, 2010 I I • i ©2009 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL A BE PROSECUTED. A • s 1 �aI 1 ow I I E I a r CLIENT/OWNER CRI KET RICHARD SUSAN MEYERHOLZ rpm RESIDENCE 4245 BAYDHORE RD D b 50UTHOLD, N.Y. I I r� 11 l PROJECT TITLE I ( :\ ADDITION/RENOVATION moll DRAWING TITLE d A ROOF PLAN v�► V R O O F F L A N I PRINT DATE SCALE JULY 15, 2013 I/4" = I'-0" SCALE: I/4"=P-0" /�5 Po, ISSUE A,m, DEC.13, 2012 00 wo DRAWING NO. i pm pm pm T 16 vyy0, b REF. NO. 09 19 T' I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 G 17 ISSUES/REVISIONS 43. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, AND FINI5HED WITH TWO (2) COATS BENJAMIN MOORE �A RE51 DENTIAL GENERAL NOTES LATEX ACRYLIC SEMI-GLOSS PAINT 44. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, CLIMATIC AND G EO G RAP H I C C R I TE RI A EQUIPMENT AND SERVICES NECE55ARY TO PROVIDE A r 1. THIS PROJECT IS CONSTRUCTION OF AN ADDITION TO HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES GROUND SNOW LOAD 20 P51` (PER FIG. 830 I .2 (5) RCNYS) 1/2"SPACING AN EXISTING FAMILY RESIDENCE, CLASSIFIED AS R-3. AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, ALLOWS HOLDDOWN 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE OR REASONABLY IMPLIED AS NECE55ARYTO COMPLETE WIND SPEED 120 MPH (PER FIG. R301 .2 (4) RCNYS) INSTALLATION - RESIDENTIAL CODE NEW YORK STATE IS 20'-1 1". THE WORK. THE FLOOR AREA 15 1,049 SQ.FT. FOR THE EXISTING FIRST FLOOR, 45. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SEISMIC DESIGN CATAGORY B (PER SECT. 8301 .2(2) RCNYS) AND 1,148 SQ.FT FOR THE NEW SECOND FLOOR. EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL CORNER STUD M► 3. THE TYPE OF CONSTRUCTION IS TYPE V(B). NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS WINTER DESIGN TEMP I I Of (PER TABLE N 1 101 .2) END LL CONNECTED TO r 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2007 SPECIFIED HEREIN, OR REASONABLY IMPLIED AS TRANSFER SHEAR RESIDENTIAL CODE OF N.Y.S. AND THE AF* PA WOOD FRAME NECESSARY TO COMPLETE THE WORK. FLOOD ZONE ( N / A ) (PER FEMA MAP) CONSTRUCTION MANUAL 1995 5BCHIGH WIND EDITION 46. ALL FIXTURES, FAUCETS, ACCES50RIES, ETC. SHALL ii (2)I Gd COMMON CONFORM TO THE NEW YORK STATE ENVIRONMENTAL FROST LINE DEPTH 3 G Q NAILS@G"O.C. 0 5. ASSUMED 501L BEARING CAPACITY. 1 ,500 Ib./5ct.Ft. CN5ERVATION LAW WITH REGARDS TO WATER SAVING o FNO G. CONCRETE TO BE PLAIN, UNKEINFORCED, 3,000 psi. - 28 DAY TEST. AND CON5EVATION. ALL FIXTURES SHALL BE ON THE WEATHERING PROBABILITY SEVERE (PER FIG. 8301 .2(3)RCNY5) 7. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED 501L. APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING cn 8. DESIGN LOAD CALCULATION ARE BASED ON: FIXTURES"A5 PUBLISHED BY THE NEW YORK STATE DESIGN LOAD CALCULATIONS (U N i �O RM LIVE LOADS) LIVE LOAD: AS PER TABLE 8301.4, RESIDENTIAL CODE OF NEW YORK STATE. DEPARTMENT OF ENVIKONMENTAL CONSERVATION. Q r DEAD LOAD: CALCULATED AS PER K301.3 AS PER RCNYS. 47. ALL WORK ON THE PLUMBING SYSTEM SHALL BE SNOW LOAD: 45 1`51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNYS. PERFORMED BY OR UNDER THE SUPERVISION OF A ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301 .5 RCNYS) o SEISMIC DE51GN CATAGORY B. PROPERLY LICENSED MASTER PLUMBER. UPON CORNER WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER SLEEPING ROOM5 30 PSI (PER TABLE 301 .5 RCNYS) CERTIFICATE A5 REQUIRED BY THE TOWN OF 50UTHOLD. ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301 .5 RCNYS) • LOCATION LIVE DEAD DEFLECT LIMIT 48. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, CERTIFICATIONS, LICENSES AND ATTICS WITHOUT 5TORAGE 10 PSI H O LD D O WN 15t FI. 40 LB 12 U3GO INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLEAS NEEDED 112"=1'-0" M ATTIC (NON STORGE) 20 LB. 10 U360 JURISDICTION. STAIRS - 40 PSI (PER TABLE 301 .5 RCNYS) PIN ROOF 20 LB. GROUND SNOW 15 LB. U3GO 49. FURNISH ALL LABOR, AMTERIALS, EQUIPMENT, PLANT, A 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR 4w AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. PROPER AND COMPLETE INSTALLATION OF ALL NEW RIDGE 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY PIP I I . ALL EXP05ED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, RIDGE TENSION STRAP pmq r-1 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES QU PIMENTFO CONNECTIONS ETIIONS APPPLANCESD15TP113UTION ANDOTECTION NAILING SCHEDULE S AND STANDARDS. GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND (PER AF* PA AMERICAN WOOD COUNCIL WFCM FOR 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ONE AND TWO FAMILY DWELLINGS 1995 515C HIGH WIND EDITION) 14. THE ARCHITECT ASSUMES NO RE5PO5IBILITY FOR THE CONSTRUCTION ON THE APPLICABLE DRAWINGS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING t MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR CONNECTIONS TO PREVIOUSLY INSTALLED SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. TRANSFORMERS AND ELECTRICAL DITRIBUTION ROOF FRAMING 3 PER RAFTER '~ THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS SYSTEMS. RAFTER TO TOP PLATE (TOE-NAILED) RIDGE RD I�el FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE 50. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF CEILING J015T TO TOP PLATE (TOE-NAILED) 3 PER J015T ,A PLANS. THE 2007 ELECTRICAL CODE OF NEW YORK STATE, THE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 14W 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. NATIONAL,ELECTSICAL CODE, NEPA NO, 70-1984 (NEC), CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP AI DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND RIDGE STRAP(EACH END) 2 PER TIE OPED SEAT HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 1 G. CONTRACTOR(S) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT MANUFACTURERS'ASSOCIATION (NEMA) AND ANY OTHER JOIST HANGER. DEC.13, 201 2 RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END SHOWN,LISTED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE WOOD BEAM PER WFCM SBC TABLE 2.4 PER ^ QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR MORE STRINGENT REQUIREMENTS WILL APPLY. WALL FRAMING RIDGE PROVIDING G EA. 8D COMMON NAILS SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO 5 I . ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER IN EACH END OF 1-1/4" 20 GAGE STRAPS FOOT r JUN.19, 2012 COMPLETE THE WORK. BEAR THE UNDERWRITERS LABORATORIES, INC. LADLE TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 Gd JOIST EA.51DE FOR 120 MPH FASTEST WIND SPEED, 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C. JAN. 12, 2010 OF EX15TING WORK AND/OR INSTALLATION OF NEW WORK. THEY WILL BE INSTALLED. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES CR055 5ECTI ON END VIEW • 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK 52. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY AS CLO5ELYA5 P055115LE UNLESS OTHERWISE NOTED. PERFORMED BY OR UNDER THE SUPERVISION OF A BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH PROPERLY LICENSED MASTER ELECTRICIAN. END J015T OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT r MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. 53. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR lel ©2009 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED FLOOR FRAMING ;i0p ALL RIGHTS RESERVED AND CERTIFICATE OF OCCUPANCY. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND J015T TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 21. CONTRACTOR SHALL DEMOL15H PARTS OF EXISTING ROOF AS NECESSARY, ANY OTHER APPLICABLE JURISDICTION. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END THESE PLANS ARE AN INSTRUMENT OF AND REMOVE DEBRIS. 54. CARBON MONOXIDE DETECTORS SHALLBE DIRECTLY BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END iA SERVICE AND ARE THE PROPERTY OF 22. EX151TNG STRUCTURE AND INTERIORS TO REMAIN SHALL.BE PROTECTED CONNECTED TO THE LIGHTING CIRCUITS WITH NO BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK THE ARCHITECT. INFRINGEMENTS WILL AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. INTERVENING WALL SWITCH. LINE CORD-CONNECTED, M BE PROSECUTED, 23. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE LEDGE STRIP TO BEAM (FACE-NAILED) 3-I d EACH JOIST A JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON 4w HOOK-UP, HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. EACH LEVEL ON WHICH SLEEPING QUARTERS ARE BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST 0 ° Aft 24. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND LOCATED. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER o FOOT %w SERVICES NECE55ARYTO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED 55. SMOKE DETECTORS IN CONFORMANCE WITH THE ROOF SHEATHING So BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS ELECTRICAL CODE OF NEW YORK STATE AND THE STRUCURAL PANELS 8c# (TABLE 3.8) NECESSARY TO COMPLETE THE WORK. RESIDENTIAL CODE OF NEW YORK STATE, THE NEPA DIAGONAL BOARD SHEATHING • 25. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. NATIONAL FiRE ALARM CODE NO. 72-1993 SHALL BE 2G. INTERIOR TRIM SHALL MATCH EXISTING. PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN I"xG"OR 1"x8" 2-8d PER SUPPORT 27. FRAMING ELEMENTS: EACH SPLEEFING AREA, AND ON EACH FLOOR LEVEL. I"x 10" OR WIDER 3-8d PER SUPPORT • A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- CEILING SHEATHING LARCH STRUCTURAL GRADE NO.2 OR BETTER. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD B ALL SHEATHING TO BE APA RATED, EXPOSURE 1 ,THICKNESS AS INDICATED. WALL SHEATHING lel C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, STRUCURAL PANEL 8D (TABLE 3.9) 3/4" MIN. THICKNESS. FIBERBOARD PANELS D ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE 7/1 G" GD 3"EDGE/G" FIELD A E UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL 25/32" 81) 3"EDGE/G" FIELD PROTIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x !� L BE A MIN. OF (2)2"x8"OR AS SHOWN ON DRAWING. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR HARDBOARD 8d (TABLE 3.9) AT RAFTER WALL CONNECTION (TABLE 3.38)WFCM-1995 r BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0"O.C. MIN.. PARTICALBOARD PANELS 8d (TABLE 3.9) FOR 120 MPH FASTEST WIND SPEED. Am PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. DIAGONAL BOARD SHEATHING o `w F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) I NG" OR 1"x8" 2-6d PER SUPPORT WIN Ln CLIENT/OWNER OR AS NOTED ON DRAWINGS. I"x 10" OR WIDER 3-8d PER SUPPORT �rl G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR �I AS NOTED ON DRAWINGS. FLOOR SHEATHING H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED STRUCURAL PANELS GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. I"OR LESS 8d 6"EDGE/ 12" FIELD >� RICHARD � SUSAN I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. GREATER THAN I" I d G"EDGE/G" FIELD M••� MEYERHOLZ ALL 2NG"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. DIAGONAL BOARD SHEATHING ALL EXTERIOR NAILS SHALL BE GALVANIZED. I"xG"OR I"x8" 2-8d PER SUPPORT RESIDENCE J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES i"x 10"OR WIDER 3-8d PER SUPPORT 0=4 4245 13AYD110RE RD AND Gd NAILS @ 12" O.C. INTERMEDIATE. K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. FLOOR 50UTHOLD, N.Y. L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH JOIST pmq GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL =_ PERIMETER JOISTS TO GIRDER CONNECTIONS. F" 28. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN PER i� ACCORDANCE WITH TABLE I GO9.1.4 BLDG. CODE OF NEW YORK STATE. pop 29. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 204 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/ PA WCFM-1995. PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x lel PROJECT TITLE (SEE NAILING SCHEDULE) 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND 0-01 3 1. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL J WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) �I BE EPDM OR APPROVED RUBBERIZED MEMBRANE. Q FOR 120 MPH FASTEST WIND SPEED. C 32. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS i- ADDITION/RENOVATION AND CRICKETS SHALL BE ALUMINUM. 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS • OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP _ _ _ _ _ _ _ _ _ _ _ (n r FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE - • USED AT INTERSECTION OF ROOF AND CHIMNEY, AND I ""ill ROOF AND WALLS. I I DRAWING TITLE 34. INSULATION SHALL BE BATT INSULATION OF THICKNESS I I I O I I O I I GENERAL NOTES ; I INDICATED ON THE DRAWINGS AND SHALL BE 2-/2 LB. oC D r ° a2 rr CLIMATE CRITERIA DEN5ITY FIBER-GLASS BATTS CONFORMING TO THE I C2 FLOOR ►�� SPECIFICATIONS FOR PRE-FORMED FI5ROU5 GLASS N N �' LOAD CALCULATIONS INSULATION. NAAMM STANDARD 51, 1 b-70. 2'-8" R.O. I r JOIST - e1 35. INTERIOR DOORS SHALL MATCH EXISTING. I PANEL SIZES 1..1 36. NEW HARDWARE SHALL MATCH EXISTING. NAILING SCHEDULE 2'-2 1/8" R.O. I 2'-G 1/8" R.O. I % r CONNECTION DETAILS 37. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO A5TM C3G, AND SHALL BE J 3'-2 1/8 R.O. a d.;' "SHEETROCK SW" BY U.S. GYPSUM CO. OR APPROVED (2) CTQC`d I #8 WOOD5CKEW 2'-8" R.O. I :,', a. lel . ' /41 PRINT DATE SCALE 13 EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE /2'. ROUGH - (1)TW2032 (2) TW2432 JULY 15, 2013 1/4" = P-0" 38. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED a ►- AND 5PACKLED THREE (3) COATS. ALL EXTERIOR OPENING CORNERS SHALL HAVE METAL CORNER BEADS. PANEL (2) CX 14 (2) TW3036 `.': OF .-� w ISSUE 39. WOOD FLOORING SHALL BE 3/"X 2-/4"TONGUE AND ,a • • Oak$ DEC.13, 2012 ' �• P r r/ JULY 1 5, 2013 GROOVE RED OAK STRIP FLOORING NO. I GRADE C� PANEL DESIGN BASED ON 1069.I INSTALLED OVER RED ROSIN PAPER. FILL AND SAND ;',I'E;;:'..!.`T' ;;', .:y WO DRAWING NO. FLOORING AND FINISH WITH THREE (3) COATS CLEAR BUILDING CODE OF NEW YORK STATE. - - - PA HIGH-GLOSS POLYURETHANE. f 40. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS 7/1 G" PLYWOOD PANELS AND INSTALLED WITH THIN SET ADHESIVE. U Ip LI f7 CON N EC I-�I O N5, ,"• "• ': j ~ 41 . EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN 30 / iy MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE 2-1/2"#8 WOOD SCREWST) WITH MANUFACTURER'S SPECIFICATIONS AND PANEL 51 Z E5 @ I G" O.C. MAX. RECOMMENDATIONS. COLOR TO BE SELECTED. ^CO � A 42. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE 1/2"=1'-0" IF SPAN OF PANEL 15 OVER G'-0" USE SCREWS @ 1 2"O.C. N N E C T I O N 5 D E T L CLEANED AND REPAINTED. NEW WALLS AND CEILINGS `mss' SHALL BE SEALED AND PAINTED. pAINTING SHALL BE TWO A(2)COATS Ir COLOR TO BE SE MCTED REF. NO. BENJAMIN ORE AQUA PEARL LATEX PINTED, SCALE: 1/2"=1'0" � 09 19 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS v K M v v WP tow, SUPPLY POWER FOR HOT TUB • A5 REQUIRED. - - - - '4 v� 4 , J • vvP W pmo LIGHT Aft _ AN I I 4 WP / WP \I z ! I q z --- \ I • I I I 1 A 1 I 1 � / I I \ �•l / I / A rot DEC.13, 2012 42" � � _ 4D \ I / qp iM 02009 \ \ \ I I I IL � ALL RIGHTS RESERVED I ---- - - A \ I A� Re THESE PLANS ARE AN INSTRUMENT OF p ® I II I I SD CO ! SERVICE THE ARCHITECTRNFRNGEMENTTS WILL O O BE PROSECUTED. Aw 42" I I ` (9220V 0 � lW 622 C J I \ / • - GFI 0 I GR@7-1/2" \ r T=9-1/2" I M N UP5TAIR5 ® ` F 0BMW ACCESS r —— / PANEL CLIENT/OWNER bg / UNFINISHED RICHARD SUSAN i MEYERHOLZ 1 wP , RESIDENCE PM 4245 BAYDHORE RD D _ - , \ I ❑� SOUTHOLD, N.Y. LI ! / low / o 'lA WP _ I~ PROJECT TITLE ' 6 ADDITION/RENOVATION 61�1— pop SPOTLIGHT - - - DRAWING TITLE r A ELECTRICAL PLANS GROUND FLOOK 5EC0N D ELOOK E LECTRI CAL E L E C T I C A L 2 PRINT DATE SCALE JULY 15, 2013 I/4" = I'-0" ISSUE Pop ii DEC.13, 2012 lel DRAWING NO. M pMq lel �,t•`lA- C, - d .r .:C.,s-zD,t�G'w NCO lel REF. NO. 0919