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HomeMy WebLinkAbout38330-ZNo: 37393 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 3055 Wells Ave, Southold, SCTM #: 473889 Sec/Block/Lot: 70.4-11 Date: 1/21/2015 1/21/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/6/2013 pursuant to which Building Permit No. 38330 dated 9/17/2013 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: alterations and additions, including deck and covered porches to an existing one family dwelling as applied for per ZBA #6637, dated 4/18/2013. The certificate is issued to Lang-Einczig, Yvette & Einczig, Steven (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0045 7/22/2014 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38330 7/21/2014 7/22/2014 Cutchogue East Plumb o d Si ture Permit #: 38330 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Lang-Einczig, Yvette & Einczig, Steven PO BOX 2462 Malibu, CA 90265 Date: 9/17/2013 To: Additions and alterations to an existing single family dwelling as applied for per SCHD, ZBA, Trustees & DEC NJ Letter At premises located at: 3055 Wells Ave SCTM # 473889 Sec/Block/Lot # 70.-4-11 Pursuant to application dated To expire on 3/19/2015. Fees: 9/6/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING T a 1- $1,175.20 $50.00 N 1 ' n G nn Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 J U L 2 8 APPLICATION FOR CERTIFICATE OF OCCUPANCY -- �DtPF. WOOD This application must be filled in by typewriter or ink and submitted to the Building Department with uiG ivii 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 7 Date. New Construction: Location of Property: House No. Old or Pre-existing Building: Owner or Owners of Property: e \f Street EI%/`(C,Zl (check one) Suffolk County Tax Map No 1000, Section ? V Block Lot Subdivision Filed Map. Lot: U � Permit No. 3(" 3 30 Date of Permit. t 7 k3 Applicant: Q V0 1e f--" Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Te poor"ary Certificate Final Certificate: Fee Submitted: $ J U r Hamlet r! Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 oF so�ryo� �y�UUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger.richert(a)_town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Einczig Address: 3055 Wells Ave City: Southold St: NY Zip: 11971 Building Permit#: 38330 Section: 70 Block: 4 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Harborview Electric Inc License No: 31745 -me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: 200a Heat Duplec Recpt 52 Ceiling Fixtures 8 HID Fixtures Hot Water GFCI Recpt 9 Wall Fixtures 7 Smoke Detectors 4 200a A/C Condenser 2 Single Recpt Recessed Fixtures 89 CO Detectors A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Appliancesdw Dryer Recpt 1-30 Emergency Fixture Time Clocks 200a Switches 75 Twist Lock Exit Fixtures �] TVSS 200a underground service, 3 -combination smoke/co detectors, 2 -exhaust fans 1 -oven (40a), 2 -hydromassage tubs, 12 -ARC fault circuit breakers, 1-GFCI circuit breaker Notes: Inspector Signature: Date: July 21 2014 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING IMPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z Z Building Permit No. 3� 3 3 a Owner: 'Et Vl C Z (Please pri ���f—� � � 5 M � Plumber: Ve (Please print) lead. Telephone (631) 765-1$02 Fax (611).765-9502 JUI 2g 10 .�r Z �Wc I certify that the solder used in.the water supply system contains less.than 2/10 of I%. Swom to before me this aa-� day of 20� Notary Public,S\A-k County CONNIE D. BUNCH Notary Public, State of New York No. OJ BU6185050 Qualified in Suffolk County Commission Expires, April 14, 2 �i l� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [I.,rFOUNDATION 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: DATE INSPECTOR cl) of SOb*R TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ �FDATION CS INSULATION FRAMINGAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR pf SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE t �3 � INSPECTOR- � pf SO!/jy06 TOWN OF SOUTFIOLD BUILDING DEPT. 76S•1802 INSPE7ROUGH ION [XFOUNDION 1ST PLBG. [TION 2ND [ ]INSULATION /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: /dQ CAJ.Af� /� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTp ON.. [ ] FOUNDATION IST [ ROUGH PLBGf'", I V -IC 1� I/, [ ] FOUNDATION 2ND [ �----; [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) r REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE ( / I (a / / "74- INSPECTOR 3833 TOWN OF SOUTMOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST[ ] �GH PLBG. [ ]FOUNDATION 2ND [vi INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECT AL (FINAL) REMARKS: DATE INSPECTOR OF SO(/r�0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Al- �' ti -INSPECTOR SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ]ROUGH PLUMBING [ ] ULATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I I ELECTRICAL (FINAL) ( ]CAULKING DATE INSPECTOR MA. INSULATION PEAN. Y. !M000 STATE ENERGY CiDDE I70NAL COMMENTS TOWN OF SOUTHOLD BUIL15INd DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined 20 Approved , 20 Disapproved a/c Expiration , 20 LIT �i JAN - 8 2013 BLDG. DEPT. TOWN OF SOPTHOLD Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date_ /— O , 20/,3 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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 � cR�,andregulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) ,!�; c0 zD ma ori a c� C/ (Mailing a dr ss of applicant) s6 o747 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ct V At Utne, Cl ncZt (As on the tax roll or lagst 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. Location of land on which proposed work will be done: 3vSS Wr ils2 5"o House Number Street Hamlet County Tax Map No. 1000 Section -7(2 Block 1 Lot Subdivision Filed Map No. (Name) Lot 2. State�ex�sting use and occupancy of premises and intended use and occupancy of proposed a. Existing use and occupancy e b. Intended use and occupancy ¢ rew 6-" dee, .. 3. Nature of work (check which applicable): New Building Addition TC Alteration X Repair _Removal Demolition Other Work (Description) 4. Estimated Cost_C'� o c a 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 s A.,1, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 4 4 . 7. Dimensions of existing structures, if any: Front 4- � Rear e Depth Height 0 Number of Stories / Dimensions of same structure with alterations or additions: Front $% Rear 3% / Depth Height 9ARO!f Number of Stories--,:;2- 8. tories,:;2- 8. Dimensions of entire new construction: Front '�' 'i Rear �`/• / Depth Height Number of Stories_: — 9. Size of lot: Front_ 7a • /O 3 Rear L Depth 02 17 10. Date of Purchase_ Name of Former Owner/ 11. Zone or use district in which premises are situated Z a 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 Address Phone No. Name of Architect: Address Phone No_ 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ti/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. Ot.- 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF5��'(.�--� 6�'L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agetg#,O'Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to fore me this F" dayof _0-91V, 20/3 Notary.Public MARGARET C. RUTKOVVSKf Notary Public, State of New York No. 4982528 Qualified in Suffolk County Commission Expires June 3, O/.SS F' Signature of Applicant TOWN OF SOUTHOLD (BUDDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 20 :t Approved 20 Disapproved a/c Expiration , 20 SEP - 5 2013 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO., 5jgse_ 0,6 Do you have or need the following, before applying'. Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date q, -5- - % 3 , 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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 applicant or name, if a corporation) Ai}� C1,4 C /%% OWC (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tai( roll or latest deed) Y 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 E7 S' VV _// 5 House Number Street County Tax Map No. 1000 Subdivision (Name) work will be done: /W Hamlet Section :Zn Block 7 Lot l/ ' Filed Map No.. Lot TOWN OF SOUTi'IOLD `U.ILDI(NGODEPARTME74 TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined Approved Disapproved a/c T-Jq 1 3 1 Expiration 20 .20 .20 I � kiI 4E r, 2 3 WN", DEPT. TOViN of S,OIIHOiD BUILDING PERMIT APPLICATION CHECKLIST Building Inspector Do you have or need the following, before applying? Board of Health ' ' , 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: RATC,1614 FI CT &E Phone: 261 APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date kov 20 20 i 2- E-- p Hca ion ST 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 Biiilding 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. /1--) (Signatu!� ofapplican�or nak_e, if a cgrporation) -L -(-o 12 N�41 t. h — QA 90-2._e � (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder L44 K E- C, Name of owner of premises J %~ (, %/ � M2T7 A/01,27-1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. sin fem rias i 1. Location of land on which proposed work wllle House Number Street County Tax Map No. 1000 Section Hamlet Block L� T Lot Subdivision Filed Map No. 'Lot `. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy feZc,I CFA/ b. Intended use and occupancy Nature of work (check which applicable): New Building Addition Repair _Removal Demolition Other Work_ 4. Estimated Cost D� . �' U Fee / l 5 V Alteration 1/ (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front J� Rear Height % Z Number of Stories 45,0" Depths // Dimensions of same structure with alterations or additions: Front J-� to it Rear 5 Depth '��- f> Height loo t Number of Stories 8. Dimensions of entire new construction: Front � J� q Rear Dupth U" - Height -?- S , Number of Stories 2 9. Size of lot: Front_ Q Z =� " Rear G� Depth 10. Date of Purchase Name of Former Owner�.�� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO V Will excess fill be removed from premises? YES NO-i,!::�'� 14. Names of Owner of premises Address HAU T -)L? 04k,7— 'Phone No. Name of Architect. C,i Lk-,S—R-7-Ar- 001 AddresslE'T'>D ✓ 14 90—Phone No 6i1 ` jq:.J-'),' 72 Name of Contractor Address GOr[L44t) t�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 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. (Nam indi 'dual signing co tract) bove named, (S)He is the -- (Contractor, Agent, Corporate'Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed the h.Haynle Notary Pubft, Mata of Now York Sworn to before me this No. 01HAA160:a �j _Z day of IV -1,'q1'0 .. '✓-20 ) -;?, Cpinnliss10111 atPirrs atureNotary Public Sig o p ican BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8188 DATE: MAY 15, 2013 ISSUED TO: STEVEN & YVETTE EINCZIG PROPERTY ADDRESS: 3055 WELLS AVENUE, SOUTHOLD SCTM# 70-4-1.1 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 Patricia C. Moore, Es4., or authorized waiver of Town Board and subject to the Terns and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to partially demolish existing residence; re -construct first floor with new second floor (50'x271); new two-story addition (31'x21') house and garage; retain existing foundation and add new foundation for addition; new 5`x21' deck along the side of dwelling; new 21'x31' deck; and new 5'x21' deck no closer than 42' from bulkhead; install new water lines, sanitary system, and gutters to leaders to drywells; install and subsequently maintain a 15' wide non -turf buffer along the landward edge of the bulkhead; mature trees in rear yard to remain; and a line of staked hay bales along rear yard to be installed prior to construction; and as depicted on the site plan prepared by Eileen Santora, Residential Designer, last dated August 11, 2008 and stamped approved on May 15,2013; and as also depicted on the survey prepared by John T. Metzger, Land Surveyor, last dated April 23, 2013 and stamp 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. John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 CERTIFICATE OF COMPLIANCE Telephone (631) 765-1892 Fax (631) 765-6641 # 1089C Date: January 21, 2015 THIS CERTIMS that the partial demolition of the existing residence; reconstruction of first floor with new second floor (50'x27')• new two-story addition (31'x21') house and garage; retain existing foundation and addition of new foundation for addition,• new 5'x21' deck along the side of dwelling, new 21'x31' deck; new 5'x21' deck no closer than 42' from bulkhead; installation of new water lines septic system gutters leaders & dawells• a 15' wide non -turf buffer along landward edge of bulkhead; and mature trees in rear yard remain At 3055 Wells Avenue, Southold, New York Suffolk County Tax Map # 70-4-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 22, 2013 pursuant to which Trustees Wetland Permit #8188 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 partial demolition of the existing residence• reconstruction of first floor with new second floof (50'x27'); new two-story addition (31'x21') house and garage,• retain existing foundation and addition of new foundation for addition,• new 5'x21' deck along the side of dwelling; new 21'x31' deck; new 5'x21' deck no closer than 42' from bulkhead; installation of new water lines septic system, gutters leaders & drywells• a 15' wide non -turf buffer along landward edge of bulkhead; and mature trees in rear Yard remain. The certificate is issued to STEVEN & YVETTE EINCZIG owners of the aforesaid property. Authorized Signature New York State'Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 ` Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www.dec,nv,00v LETTER OF NO JURISDICTION TIDAL WETLANDS ACT July 9, 2013 Yvette Einczig PO Box 2462 Malibu, CA 90265 Re: 1-4738-00961/00007 3055 Wells Avenue, Southold, NY SCTM# 1000-70-4-11 Dear Ms Einczig, Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the 10 foot contour as shown on the survey by John T Metzger, last revised on June 17, 2013 is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken'to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such, precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Your check (#2345) for the permit application fee is being returned because no permit is required at this time. Si cer ly, usan ckerman Permit Administrator cc: BOH -TW File Moore ,� FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 9, 2012 To: Patricia Moore for S & Y Einczig 51020 Main Road Southold, NY 11971 Please take notice that your application dated January 8, 2012 For demolition & reconstruction of an existing single family dwelling at Location of property 3055 Wells Ave., Southold, NY County Tax Map No. 1000 —.Section 70 Block 4 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states: " All buildings or structures located on lots upon which a bulkhead and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The survey indicates a setback from the bulkhead of 39 1' Authorized Signature BOARD MEMBERS Leslie Kanes Weisman, Chairperson Gerard P. Goehringer George Horning Ken Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2013 ZBA FILE: 6637 NAME OF APPLICANT: Steven and Yvette Einczig PROPERTY LOCATION: 3055 Wells Avenue (adj. to Jockey Creek) Southold, NY. SCTM#1000-70-4-11 SEORA 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 19, 2013 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 March 26, 2013. 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 CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is located in the R-40 zone and is non -conforming. It is improved with a one story framed house. It has 72.63 feet of frontage on Wells Avenue, 217.64 feet along the northern property line, 136.63 feet on Jockey Creek and 248.32 feet on the southern property line as shown on the survey prepared by John T. Metzger, LS, Peconic Surveyors, dated May 20, 1994 last revised January 30, 2013, BASIS OF APPLICATION: Request for Variance Article XXII Section 280-116 (B) and the Building Inspector's January 9, 2013 Notice of Disapproval based on an application for building permit for demolition and reconstruction of an existing single family dwelling at; 1) less than the code required bulkhead setback of 75 feet RELIEF REQUESTED: The applicant requests a variance to demolish and reconstruct a single family dwelling in the same location as the existing foundation and add a raised attached deck to the seaward side with a bulkhead setback of 39.1 feet where the code requires a setback of 75 feet from a bulkhead. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code by increasing the bulkhead setback for the proposed attached deck from 39.1 ft. to 43.1 ft through a reduction in width to 4 feet for the portion of the deck .proposed at 8 feet in width, as shown on the revised survey prepared by John T. Metzger, LLS, dated May 20, 1994, last revised April 5, 2013. Page 2 of 3 — April 18, 2013 ZBA File#6637 - Einczig SCTM: 1000-70-4-11 FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4, 2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The majority of the neighborhood consists of year round homes that were built more than 50 years ago. The exceptions to this neighborhood are the newly renovated home, several of which required variances from this Board. The applicant's dwelling is currently located at 47 feet from the bulkhead and includes an at grade patio on the seaward side. In order to make the newly constructed first floor level with an outdoor area, an attached deck is proposed to be added which will decrease the existing non- conforming bulkhead setback to 39.1 feet. Alternative relief will increase the proposed bulkhead setback from the deck to 43.1 feet. 2. Town Law 4267-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. Although the applicant can achieve greater code compliance by reducing the depth of the rear deck, the existing foundation is currently located at 47 feet from the bulkhead, while the code requires a 75 f6ot bulkhead setback. Any proposed construction that utilizes the existing foundation or additions seaward thereto would require a bulkhead setback variance. 3. Town Law. 267-b(3)(b)(3) The original variance requested is mathematically substantial representing 48% relief from the code requirement. With the deck reduction the percentage will be reduced to approximately 44% which is also substantial. However, non -conforming bulkhead setbacks are characteristic of this older neighborhood 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and shall provide a 15 foot wide landscaped buffer, including existing large trees, landward of the bulkhead as recommended in the LWRP report. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of more code compliant dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried, to DENY, the variance as applied for, and to GRANT ALTERNATIVE RELIEF as follows: No portion of the attached seaward/rear deck shall be closer than 42 feet to the bulkhead. Subject to the following conditions: CONDITION: 1. The seaward rear deck shall remain open to the sky joe Page 3 of 3 — April 18, 2013 ZBA File#6637 — Einczig SCTM: 1000-70-4-11 2. The applicant shall establish and continuously maintain a 15 foot wide non -turf landscaped buffer, including existing large trees, landward of the bulkhead for the entire width of the subject property, as recommended in the LWRP report. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before applying for a building permit, the applicant or agent must submit to the Board of Appealsfor approval and filing, two sets of the final survey and architectural drawings 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 survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited 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 right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members: Weisman (Chairperson), Goehringer, Horning, Schneider. This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chairperson Approved for filing ,lG /�� /2013 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 'ao1�9roaer.richertttwnsouod nv us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLiCAT10N FOR ELECTRICAL INSPECTION ESTED BY. Date: Company Name: Name: No.. 31 's= No. -2, 1 _ JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: Te- L 3 3 1000 Section: 7n Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) n '51/z V ot. __LL_ (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough in Final *Do -you need a Temp Certificate: YE NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 20 300 350400 Other *New Service: Re -connect ro Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82 -Request for Inspection Form 9 zz;—/-3 Steven Ejoczic Yvelti: - Lang-lhwA r- * g I )oxill bel- 11). -101 -1 Patricia C. Moom f 4 it'Nfain Road Souiho Id, NY r I%)-, I DCJr NIS. MILWe: We' st-evell F And Y%ctw I -an -t! I as owncrs. ()fprkirx--n%, k:w.tm-ii a.-.. Wcl[-., Road. Skmtl-x.Ad%Qw Yt irk, i-,cinv 10,00-70-4-1 Dt jureh% iulhorIzIc vou Wacl .1.% ()Air arm rc:Ij' -irdm.k- any and all applications with tile of sollthold Huildill, " DelX11,111luill. zollim, 11"mi-d .)I' Appeals. mid ac% other up:n.,:ics inc'ud.,ng but not limited to obiaming cojw4 of plans, survc% s in our VcTv tr. t111 vours, Vd! DEC0 2012'� �_ EC 2 Slc%,cli F i inc ii t-! EiU�t� DEFT. T OVV (IF � 0 1 H, 0 i, D Z 2889-z9V0 6£ 6 61ZOUI� 0110A), 'a GAGIS 8 fib: 6 6 Z6 6 6 090 TOWN OF SOUTHOLD' PROPERTY RECORD CARD `00 0 - -70 - Y- // OWNER Value STREEr i VILLAGE Woodland i DIST. SUB. LOT FRONTAGE ON ROAD 72 Meadowland FO R.MER OWNER -j I Ict wl --H - cjf 6- (S N / E Total ACR , DOCK n e? C. s w TYPE OF BUILDING -ES-,-71/ j SEAS. J VL. FARM COMM. CB, mics. Mitt. Value LAND IMP. TOTAL DATE REMARKS _49 L)LI:5 I �o (/,- , 7/1 1 ..xx -- e- j -7 76,zr-h I., q651-LQmiC if ;?93 -LanLaM F 4 2-14iCl-s 1. D,&lj yq I I AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable i FRONTAGE ON WATER Woodland i FRONTAGE ON ROAD 72 Meadowland DEPTH Hour Plot BULKHEAD Total DOCK f S T q r,�. F"J-- (Z- Z� aAr Extension x r G $ Extension 1 ys Extension -t�Pe ��f• TRIMr ►�e Foundation Bath 1 mom �ii ����iiiii■ Basement L L Floors G K. Porch lExt. Walls Interior Finish iiiusiiiii�i LR. Breezeway Fire Place oi�i �f w.! DR. GarageA y _ r ��� In � ��ii ■ Patio � Z � � � _ MEMEME MEMMOURNMEM Roams 2nd Floor FIN. B 1 E�MNIENWMNEVM dormer mm��� Foundation Bath 1 Dinette Porch Basement L L Floors G K. Porch lExt. Walls Interior Finish LR. Breezeway Fire Place S Neat �f w.! DR. GarageA y _ r o yPe Roof Roams ist Floor r 13R. Patio � Z � � � _ $� � Recreation Room Roams 2nd Floor FIN. B 1 0. a. dormer Drimvay Total-- of NEW y �,.M err �` y J1C.1N0. 49618 (516) 765 - P. O. BOX MAIN ROAD SOUTHOLD, N.Y. 11971 V�• S•3S6 -C 6 V` \ o•`' d�� �\ \ ?92\ 2jT Ck p. Prepared in accordance with the minimum standards for title surveys as established by the L.I.A.L.S and approved and adopted for such use by The New York State Land Title Association. 2 RO O. :a e 26 Z 299 y J ,o _-0 d / �Ga J 41� v F� o 4 0 CERTIFIED TO, a ELLEN V. LANG ^ / c^ G AREA - 22,722 sq. ft �0 to tie lines SURVEY OF LOT 11 PLAN OFLOTS OWNED BY GEORGE H< WEL S tzm linoV aE 2AW7 ass T SOUTHOLD TO VM OF SOUTHOLD SUFFOLK COUNTY, N. Y. a 1000 - 70 - 04 - 11 Scale: 1" = 30' May 20,1994 of NEW y �,.M err �` y J1C.1N0. 49618 (516) 765 - P. O. BOX MAIN ROAD SOUTHOLD, N.Y. 11971 V�• S•3S6 -C 6 V` \ o•`' d�� �\ \ ?92\ 2jT Ck p. Prepared in accordance with the minimum standards for title surveys as established by the L.I.A.L.S and approved and adopted for such use by The New York State Land Title Association. 2 RO O. :a e 26 Z 299 y J ,o _-0 d / �Ga J 41� v F� o 4 0 CERTIFIED TO, a ELLEN V. LANG ^ / c^ G AREA - 22,722 sq. ft �0 to tie lines M SURVEY OF LOT 11 PLAN OF LOTS OWNEDBY GEORGE H WEL S FXW IVOV. A W7 M em A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 70 - 04 -11 Scale: 1" = 30' May 20,1994 Jan. , 2013 (prop house additions) t-2. I � Bf i)G DEPT. TOV,%A' OF SOUTNOLD RAIN RUNOFF CONTAINMENT DWELLING AFTER CONSTRUCTION - 2024 sq.ft. N 2024 x 1 x 0.17 = 344 cu.ft. 344/42.2 - 8,1 VF PROVIDE 2 DWs. 8'0 x 4' deep OR EQUAL F,• 4 DP h� D\1� 0' d� so• - • s � 00. F b• � ms f �« FO. 2ST CERTIFIED TOf V d a ELLEN V, LANG N. Y Sw L C- AfC3. y 496/8 Prepared in accordance with the minimum / k/ standards for title surveys as established, A� ECONI RVEYORS, P.C. by the L.I.A.L.S. and approved and adopted (516) 765 - 5020 for such use by The New York State Land AREA = 22 %22 S f t o P. 0. BOX 909 Title Association. , Q MAIN ROAD to tie lines 36103C0IFLOOD �S FROM FIRM SOUTHOLD, N. Y. 11971 1191klej LOT COVERAGE EXISTING - HOUSE, GARAGE,PORCH d STOOPS 2044 sq.it. 2044/22722 - 9% PROPOSED HOUSE, GARAGE, PORCH 8 DECK 2760 sq.11. 2760/2272.2 = 12.1 SURVEY OF LOT 11 PLAN OF LOTS OWAED BY GEORO H. WELS FA NOV 2% W7 FM A`T SOUTHOLD TOWN OF SOMHOLD SUFFOLK COUNTY, N. Y. 1000 - 70- 44 -11 Scale: 1" = 30' ��!�1201994 24t3 (prop house additlons) Jan. 30, 2013 (a40ws) April 5; 2013 (revisions! l of NEV y.O ME 7 496/8 CONI RVEYORS, P.C. 1.(631) 765 - 5020 Fx (63/) 765-1797 P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 r Pr ed in accordance with the minimum standrds. for title surveys as established by L.I.A.L.S. and approved and adopted for 4&ch use by The New York State Land T/1l0 Association. S � 6*5- bo- \� F CERTIFIED TO, ELLEN V. LANG AREA - 22,722 sq. ft to tie lines RAW RUNOFF CONTAINMENT DWELLING AFTER CONSTRUCTION - 2024 sq.ft. N 2024 x I x 0.17 = 344 cu.lt. 344/42.2 - 8.1 VF PROVIDE 2 DWs. 8'0 x 4' deep OR EOUAL FLOOD ZONES FROM FIRM 36103C0166H 3RECEIVED A�R 1 0 2013 BOARD OF APPEALS 94-t96 TEST BORING SCDHS Rei.# RIO-13-0045 RAIN RUNOFF CONTAINMENT LOT COVERAGE by McDonald Geosclence DWELLING AFTER CONSTRUCTION - 2024 sq.ft. N EXISTING - HOUSE, GARAGE,: PORCH & STOOPS ' 2024 x 1 x 0_17 = 344 cu.ft. 2044 sq.(t. 344/42.2 = 8.1 VF 2044/22722 = 996 0' 5/07//3 EL.15.8 /_4)JeT ( PROVIDE ' DWs. 8'0 x 4' deep PROPOSED Brown Sifty �(j R EQUAL HOUSE, GARAGE, PORCH & DECK Said SM � � �• 2760 s /I. 2P n 276012,2722 = 12.1% to ar. FMs o S to Coarse �►j o• � w 6S•3 'Y Said Sw ,� 6 O a 14.2 — — — ,`Q1•°�n�. ��\IN ��` tL Wo/or in Pds GP k ♦ � F O'♦ � Coors* an CCood JP \ ` \ v SOFR Cb, H LTH 85-P, lrr_�^* , I7' sw #/ �� \ `.� SwF<< t1F. ICE OF WASTEW"A h SURVEY OF LOT 11 ,���y_t�-.J �� ♦, ,�w P PLANOFLO�TS OWNEDE i •21' O 1 N GEOR .. W S 9�3 FLEP MDV. 24 027 fLE 85� , � � 1 CES S FFOLiC. COtJ�tTY DEpAR9 MEN( A T SOUTHOLD ,. � . ER?Ari' Frog APPROVAL OF TOWN OF �SOMHOLD �I:h1G1.E VAMILX RESIDENCE Co `t. 03 SUFFOL K COUNT Y, N. Y. DA g/ � 3, � F 1�� o- c F, ' �� ` �� z 1000 70- 04 -11 , Q �,� s - , fr �_ AP ROVED s �, r .a, �. �,/ �r�a' r �ti Scale: 1 = 30 ivlAXIMUM OF BEDROOM /�5`' Ma 20X 1994 ' _ ,FEARS FROM DATEOF APMVAL,� Jan. 30 2a 3( dim shouse add/ ons/ �'� '�i�` � 4p0 , •: , %` AA poro 5' 2013 trsrisimasl t`` �• �J + �. J�� APIi� Ir, 2013 rcr d&tOUt1 p� �v' ' • 0 APRIL 23 2313 additions) Abandonment Of existing sanitary system must be in !, JUNE 3; 110/'3 (od�lil�sJ \ O P `(/ JUNE 17, 2013 (cavroURs)ccmformas;cp with de rtment requirement Submit L �'� " • JULY 30, 2013 (SEPTIC CROSSECT J G �N/ , completed forsr, WV'JM-0 ani as roof. ��`%� �� -� 'h Y PROPOSED lLEW SEPTIC SYSTEM ? rife; OF NEW)" (4 BEDROOMS) _ NEW SEPTIC SYSTEM CROSSECTON g� -t: MET 1-, /000 gal 'RECAST SEPTIC TANK H0 NO SCALE �.� 2- 6'0 x 6' Deep LEACHING POOLS oo� WITH 3' SAND (SW) COLLAR 3' rK GRADE d. me MIN. ABOVE GROUND WATER EL 18.0 0 ALL SEPTIC SYSTEM COV€RS TO BE TRAFFIC BEAff(NG COViERS WITH ` i�� ST e+.>< Tara• C.I. C. TO GRADE -WHERE NEEDED' LP, a• EXISTING CESSPOOL TO ' BE R04O V£D sadMs Dov® 496 OR FILL ED IN TO SCOHS SPECS. t ' 4'e L LAND WWtM Warat 5L 1.6 s• �r N. Y.S. LIC NO. 496/8 ECONI RVEYORS, P.C. 1011 765 - 5020 Fx (631) 765-1797 P. O. BOX 909 4230 TRAVELER STREET SOUTHOLD, N.Y. 11971 ANY AC TERA TION OR ADDITION TO rms SUR VE )� IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPTAS PER SECTION 7209 - SUBDIVISION 2. ALL CER MCA TIONS HEREON ARE VAL10 FOR ThdS'MAP AMD COPIES THEREOF ONLY F SAO MAP OR COPES BEAR THE SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. A ELEVATIONS AND CONTOURS ARE REFERENCED TO N.G.V.D. V AREA '= 22,722 sq. f t FLOOD ZONES FROM FIRM O to tie lines 36103CO166H 0 94-196 r AREA=20,931 SQ. FT. FLOOD ZONES FROM FIRM J6103CO166H tisO�o ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I SCDHS Ref. # R10-13-0045 ELEVA TIONS AND CONTOURS ARE REFERENCED TO N. G. V. D. � 0404 h;o SURVEY OF LOT 11 'PLAN OF LOTS OWNED BY FORGE H. WELLS' ED NOV. 28, 1927 FILE NO. 859 A T SO UTHOLD ) WN OF SO UTHOLD 7FOLK COUNTY, N.Y. 1000-70-04-11 SCALE. 1'--30' MAY 23, 2013 MAY 7, 2014 (FINAL SURVEY) JUL Y 9, 4 RI/l r JUL 2 8 2014 6LDG DEPT. G Tnv,!7, a �,,)0-10LD ST L P1 LP2 SEP T/C SYSTEM A B 31' 14' 3&' 27' 47' 41' NO. 496181 VEYORS,W.C. r5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, MY 11971 94-196 CJ REScheck Software Version 4.4.1 Compliance Certificate Project Title: Enczig Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 21% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Wells Avenue Southold, NY Owner/Agent: Compliance: 0.6% Better Than Code Maximum UA: 462 Your UA: 459 The % Better or worse Than Code index reflects how Gose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Designer/Contractor: Ceiling 1: Flat Ceiling or Scissor Truss 1424 30.0 0.0 50 Wall 1: Wood Frame, 16" o.c. 2958 19.0 0.0 139 Window 1: Vinyl Frame:Double Pane with Low -E 590 0.350 207 Door 1: Glass 45 0.400 18 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1359 30.0 0.0 45 Compliance Statement: The proposed building design de 'be calculations submitted with the permit application. The pro Construction Code requirements in REScheck Version 4.4. nl Checklist. /_75 Name - Title Project Title: Enczig Data filename: Untitled.rck is consistent with the building plans, specifications, and other i`g has been designed to meet the 2010 New York Energy Conservation titply with the mandatory requirements listed in the REScheck Inspection If M f -2 - Date Report date: 11/30/12 Page 1 of 1 REScheck Software Version 4.4.4 Compliance Certificate Project Title: 3055 Wells Avenue Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Permit Date: Construction Site: 3055 Wells Avenue Southold, NY 11971 2010 New York Energy Conservation Suffolk County, New York Single Family New Construction 0M 11% 5750 4 Owner/Agent: ;Compliance. Compliance: 5.4% Better Than Code Maudmum UA: 484 Your UA: 458 The % Better or worse Then Code Index reflects haw dose to compliance the house is based on code trade-off Nes. It DOES NOT provide an estimate of energy use or cost relative to a minsrwm code home. Envelope Assemblies Designer/Contractor: Joseph Fischetti 1925 Hobart Road Southold, NY 11971 631-765-2954 Ceiling 1: Flat Ceiling or Scissor Truss 1,439 30.0 0.0 50 Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.00 Door 1: Solid Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Compliance Statement: The proposed building design described herd submitted with the permit application. The proposed building has been requirements in REScheck Version 4.4.4 and to comply with the mand J1-17-6044, L - Name - Title f i Project Title: 3055 Wells Avenue Data filename: C:\Users\Administrator\Documents\REScheck\Einscg.rck 3,140 15.0 0.0 213 350 0.360 126 21 0.450 9 1,353 21.0 0.0 60 with the building plans, specifications, and other calculations meet the 2010 New York Energy Conservation Construction Code 71 listed in the REScheck Inspection Checklist. s i3 Dat Report 09/05/13 Page 1 of 1 _. I � r - Qcrr- ALL WIWDOW5 ON FjRsT- FLOOR J ... r0E3EHUJUAr 6.0PIC-GHT- -- -- — — - — Bldg Dept COPY from ZBA Final reviewed°docurit�n ZBA R Date: 1 I � � i r���l��,rl��vor�oU ' �cALK 4 E Dept copy from Breviewed docu: evk/ : �// 12C-v1�,-F-rD ,Ii9•fi2 Bldg Dept copy fromBA A Final reviewed docu (j ZBA Fit# Date: i 5G�1 E '/4 Bldg Dept copy from ZBAS� Final reviewed d� ✓ ZBA Fie # Date: / _m ,,, o. 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The General Contractor Is responsible for providing standard e construction details and procedures to ensure a professionally finished, structurally 0 sound and a weatherproof completed product. S 2). The General Contractor is responsible for ensuring that all work and construction 3 V meet3 current federal, state, county and local codes, ordinances and regulations, W. IV WALL: 4-8d COMMON These codes are to be considered as part of the specifications for this building and a should be adhered to even If In variance with the plan. S EACH a 3). Dimensions shag take precedent over scaled drawings. 4 (DO NOT SCALE DRAWINGS). F 4). The engineer has not been engaged for construction supervision and aysumes no c fi responsibility for construction coordinating with these plans, nor responsibility for FACE construction means, methods, techniques, sequences, or procedures, or for safety b precautions and programs In connection with the work. There are no warranties for a h specific use expressed or Implied In the use of these plans. e EACH a 5). Refer to the Window and Door schedule for exterior openings. c 6). The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5 or exceeds manufacture's specifications and applicable codes. T EACH a 7). The General Contractor is to consult with the owner for all built-in items 1 such as bookcases, shelving, pantry, closets, trims, etc. e ii 8). Wind bad requirements shell be taken Into account during construction. 2 -16d COMMON FOUNDATION NOTES: END TO RAFTER N 1). The General Contractor and Mason to review plans, elevations, details and notes to NAIL determine intended heights of finished floor(s) above typical grade. 7 2). All footings to rest on undisturbed (virgin) soil. Assumed bearing 3000psf p 3). Provide 1/2' expansion joint material Letween concrete slabs and abutting concrete or masonry wags oecur!ng in exterior or unheated Interior areas. f 4). Any new concrete walls being attached to existing concrete structure shag y ' be Installed with #4 re-bar,18" long at 12" o.c.. Use approved epoxy for installation. RESCHECK 3.5 RELEASE 1 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be d poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior stall to be minimum 3-1/2 Inch thick. h 6). Crawl spaces to be provided with a minimum I EIN24" access opening. Install and , 8x16 cast Iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of bindation with bituminous coating as per section R406 of ' N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shag be applied over the below grade portion of exterior waits prior to backfilling. 8). Dralnage as per section R405 of N.Y.S. Residential Construction Ccxde. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manuel. - 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Flr. 3). Floors, walls, ceilings and rafters to be spaced at 18 inches o.c. unless noted otherwise. 4). Unless otherwise noted, all bearing wag headers to be (2) 2x10 #2 + BTR. Doug. Fr, Bearing wall headers to have (2) jack studs and (2) full length studs on each aide of all openings. LVL headers to have (3) jack studs and (2) fug length studs on each side of openings. Bearing well window sills shag also have (2) window sill plates for 2x4 wag openings between 41 and TO and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. 5). AN flush beemsJheaders to be Installed with heavy duty galvbnized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Flom to have ceramic Ole installed shag be verified for proper load capacity unless noted on plans. 7). Provide blodcingbridging in floor joists at 8'0 o.c.. Use-sogd blocking In floor joists under all bearing walls. 8). Provide Insulation battles at save vents between rafters. install draft Mocking as needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2' thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 11). All bathroom walk to have 1/2" thick mdsturo-resiatarit shestrodc. Garage wags and ceilings and over furnace to have 5/8' thick type -x sheetrock. AN other parts of building to have regular 1R" sheetrock. AN watts to be taped and finished. 12). All roof with a pitch lees than 4:12 shall be Installed with an Ice 3 Water barrier or approved equal. Flat roofs shag be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated. SNI plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND FRAMING NOTES RIDGE -TO -RAFTER ASSEMBLY: 4' x 20 gauge strep shall be attached to each pair of rafters in accordance to table 3.4. an a collar be is used in leu of a ridge strap, the number of 1 Od common nails required 3ch end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER -TD -WALL ASSEMBLY: ural fnmdng and sheer well connections for rafter, ceiling or truss to top plate shall be in ordenoe to table 3.3. When a rafter or truss do not fell In One with studs below, rafters -,sees shall be attached to the wall top plate and the well top plate shag be attached to to the wall stud with uplift connections. Roofs overhanging the rake side of the building II be connected with uplift connections In accordance with table 3.3c. NALL-TO-WALL ASSEMBLY: I studs above and studs below a floor level shall be attached with dpfift connections in ordance with table 3.3b. When wall studs above do not fag In line with studs below, the Is shall be attached to a common member In the floor assembly with uplift connectors in ordance with table 3.3. NALL ASSEMBLY TO FOUNDATION: I wag studs shall be connected to the foundation, sill plate, or bottom plate with uplift ,nectors. Steel straps shall have a minimum embedment of 7 irches in concrete iodation and slab -on -grade, 15 inches in masonry block found„tions, or lapped under plate and nailed In accordance with table 3.3b. When steel soaps are lapped under the tom plate, 3 inch square washes shall be used with the andhor bolts. Anchor bolt ,dng is to be spaced and sized In accordance to table 3.2p. In addition to spacing, .hor bolts are to be spaced between 6-12 inches from the end of a sill plate and all nems. TYPE I EXTERIOR SHEARWALL CONNECTION i: he I exterior sheer wags with a minimum of 7116 Inch wood structural panel on the exterior hched with 8d common nags at 6" o.c. at the pend edges and 12" o.c. In the field, and inch gypsum wallboard on the interior attached with 5d cr,oler nails at 7" o.c. at panel tea and 10" o.c. In the field shag be In accordance with the length requirements specified able 3.15a -b. ' TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: he 11 exterior shearwwalls shag meet the requirements of table 3.15a -b times the appropriate gth adjustment factors In table 3.16. INTERIOR SHEARWALL CONNECTIONS: hwabte sldewall lengths provided In table 3.14 shall be permitted to be Increased when erior shearwags are used. Sheathing and connections shall be in accordance with .4.2 and 2.2.4 respectively CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ader and/or girder connections shall be attached with uplift connections in accordance h table 3.5. Window sill plates shag be have steel connectors In scrordance with table CATHEDRAL CEILING ASSEMBLY: _ hero a ridge is to be used as a structural beam, the rafters shell either be notched and droned on top of the beam or slope connectors shall be attached to each ralter-to-ridge Ing the open ceiling part of the building. Connections to the ridge and well shell be be ailed with the above requirements. DECK AND COVERED PORCH NOTES: Unless otherwise noted, ail framing material to be #1 ACQ pressure treated lumber. fasteners, hangers and anchors to be galvinlzed or stainless steel. Girders for dock joists to be bolted to each post with washers and nuts. rders on concrete piers shall be anchored with proper steel connectors anchored o concrete with a minimum 1/2" dia x 7' long anchor bolt with washers and nuts. Posts supporting girders shall be anchored to a 12"x1Yx12" thick concrete footing. s a minimum 1/2" dia x 7' long anchor bolt with washers and nuts. Footings Shell 3 ft. below grade. Concrete piers to be used with all porches/decks with roch or pergulas. Deck joists to have docking at 8'0 o.c.. A minimum of 10 inch flashing shag be installed between the building and ledger. ,dger to be fastened to building with 1/2" dia. bolts with wvashors and nuts iere needed. Concrete piers shall be a minimum 6" above grade. Ag joists to be supported with hangers and anchors. Each Joist shall also be anchored girder(s). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES All water supply, drainage and venting to be Installed as per N.Y.S. Residential xistnuction Code. Verify septic system with the Engineer for Suffolk County Health Department approval. If wall studs, plates orjoists aro cut out during Installation for any plumbing related work, ovbde adequate bmdng and plates to protect and secure the structure. Verify with the ate code and manufacture's recommendation for mehdmum hole size and sparing permitted. HVAC SYSTEM NOTES i. Mechanical subcontractor is responsible for adheeiring to all applicable codes and safety quirements. i. HVAC subcontractor is to fully coordinate all system data and requirements with the lulpment supplier. I. HVAC subcontractor to provide final system layout drawing and submit it to the General ontrector and owner for final review and approval, ELECTRICAL NOTES: I. AN electrical to be Installed as per N.Y.S. Residential Construction Code. 1. AN electrical work shall be approved by a qualified Undermiter. I. Install Smoke detectors and Carbon Monoxide detectors throughout ss per section R317 f N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION QTY NAIL SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE -WAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER SEE NOTE:1 CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE -NAIL TO TOP PLATE IV WALL: 4-8d COMMON JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - Sd COMMON EACH TOE TO RAFTER 2 -16d COMMON END NAIL RIM BOARD 2 -16d COMMON EACH I END TO RAFTER END NAIL Lh%1102ON-Al 1T/!1\lei JOINT DESCRIPTION Qn SPACING NOTES TOP PLATE TO 2 -16d COMMON PER FACE NAIL TOP PLATE COMMON FOOT SEE NOTE:1 TOP PLATES AT 4 -16d COMMON JOINTS FACE INTERSECTIONS AS PER FLOOR PLANS, ROSS SECTION 6ND GENERAL EA, SIDE NAIL STUD TO 2 -16d COMMON 24" FACE STUD O.C. NAIL 'HEADER TO 16d COMMON 16" O.C. FACE HEADER 45 ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL B01 T014 PLATE TO: 3 - 8d COMMON PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT SEE NOTE: 1,2 END JOISTOR BLOCKING 3 -16d COMMON PER END 2 [6I18L'a2.1_1IT, 11I'll lei JOINT DESCRIPTION QN, SPNAIL ACING NOTES I JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST AS PER FLOOR PLANS, ROSS SECTION 6ND GENERAL END NAIL C1t-'CKING 2 -Od COMMON EACH TOE TO JOIST END NAIL BLCCKING T0: 3 -16d COMMON EACH TOE SILL OR TOP PLATE 45 BLOCK NAIL LEDGER S1RIP 3 -16d COMMON EACH FACE 70 BEAM STAIRS . JOIST NAIL JOIS70N LEDGER 3 - 8d COMMON PER TOE 70 BEAM LOAD PATH JOIST NAIL BIND JOIST 3 -16d COMMON PER END TO JOIST ,101ST NAIL BAN) JOIST T0: "fOP 2 -16d COMMON PER TOE NAIL SILL !]R PLATE FOOT SEE NOTE: 1 010I0IMal MSM1\1:I1hil lm JOINT DESCRIPTION NAI SPACING NAIL NOTES STRUCTURAL PANEL I 8d I AS PER TABLE 3.8 COMMON WALLBOARD COMMON WFCM-SBC SPEED Wn10I►1(!' 1:10:11:1101lei JOINT DESCRIPTION AIL CITY.GYPSUM 6 PACING NOTES STRUCTURAL 5d COOLERS r O.C. EDGE COMMON WALLBOARD COMMON 10" O.0 . FIELD SPEED UiV.1Iay:ly:TVI:1101[a JOINT DESCRIPTION QTYL SPACING NOTES STRUCTURAL NOTES AS PER TABLE 3.9 COMMON PANELS COMMON WFCM-SBC SPEED 7/1r OSB W COMMON "O.C. EDGE 3"0 * C * 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL PLYWOOD AS PER FLOOR PLANS, ROSS SECTION 6ND GENERAL 6 O.C. FIELD HAZARDS GYPSUM 5d COOLERS r O.C. EDGE DECKS WALLBOARD 42 10" O.0 . FIELD 10 .ds.��_'l_=ftlrai-9.1ft01El or"Am i LV\Jr\ Q ILA11111VV.' R3 RE IDENTiAL JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANELS COMMON 6" O.C. EDGE FIELD TOTALS . FT. OF CONSTRUCTION 1" OR LESS SPEED 12" O.C. RESCRIPTiVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO !F MENTIONED IN SCHFOULE NOTES ONLY. 1). Nailing requirements are based on wag shedding nailed 6' on -center at the panel edge. If wall sheathing Is nailed 3" on -center at the panel edge to obtain higher shear capacities, nai';ng requirements for structural members shag be doubled, or ahemate connectors, such as shear plates shall be used b maintain bad path. 2). When wag ~iing is continuous over connected members,the tabulated number of nags shall be permitted to be reduced to1-16d nail per foot. PLAN .CONTENTS: OCCUPANCY C A SIFl All N R3 RE IDENTiAL SEISMIC BUILDING UDWELLING FROST 8d COMMON ® 6' Q.C. BUILDING HEIGHT WINTER ICESHIELD TOTALS . FT. OF CONSTRUCTION SNOW SPEED DESIGN CRITERIA RESCRIPTiVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, ROSS SECTION 6ND GENERAL UNDERLAYMENT HAZARDS EXT. BALCONIES 60 CATEGORY DECKS 40 42 ATTICS w/o STORAGE 10 REQUIRED ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW )TOAD) 45 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 11 ROOMS (SLEEPING) 30 STAIRS . 40 to GAURDRAILS ANY DIRECTION 200 EXPOSURE ATAG R of LOAD PATH _ SEE CONSTRUC iION ANDWIND PATH CONNECTION LLL ROOF - FOUNDATION DETAIL PAGE do GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESSFLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION SEE FLOOR PLANS SMOKE do CO2 DETECTORS TRUSS DESIGN N/A -,STANDARD STICK FRAME CONSTRUCTiO ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 i � 1 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST 8d COMMON ® 6' Q.C. 8d COMMON @ 6" O.C. WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH 42 •� TEMP. REQUIRED `O 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 I O to � TO HEAVY MODERATE of ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION f NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON ® 6' Q.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE Sd COMMON 6' O.C. i 8d COMMON ®12" O.C. SEE NOTES: 1(BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRIlSS 8d COMMON ® 4' O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, .- 1). For roof sheathing within 4 bet of the perimeter edge of the roof, indudlng 4 feet on each skle of, the roof peak, the 4 foot perimeter edge zone attachments inquired shag be used. 2). Tabulated 12 Inch o.c. nail spedng assumes sheathing attached to rafter I truss framingmembers with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shag be reduced to 6 Inches o.c. 3). Tabulated 4 Inch o.c. nag spacing assumes sheathing to rafter / truss framing members ugh G>0.49. For framing members with 0.42<G<0.49, the nag spacing shag be reduced to 3 Inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS:: µ SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON 0 6- O.C. 8d COMMON 012' O.C. SEE NOTES: 1, ? ; BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON 0 6- O.C. 8d COMMON @ 12' O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 Inch o.c. nag spacing assumes sheaihkhg attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shag be reduced to 6 inches o.c. 3). For exterior panel siding, gelvinized box nails shag be permitted to be substituted for common nails. a n� v I r �Z W a- i w i� T 0 O 42 •� V `O N O . � N to I O to � O of LLL n� v �Z i� T 0 S 42 •� V N VJ � � of LLL CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS RAFTER RIDGE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TOP PLATE _p WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST N )TCHED RAFTER RIDGE TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER TOP PLATE WALL STUD ALTERNATIVE RAFTER TO WALL STUD CONNECTION JOIST FRAMING OVER WOOD GIRDER _ DOUBLE JOIST FOR UNDER A BATHTUB WOOD JOIST . GIRDER/HEADER WOOD JOIST WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST C WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCA_; ION: PART NUMBER: NOTES: RIDGE—TO—RAFIE-RS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER RAFTER —TO=PL�,TE RT15 APPLY TO EACH RAFTER USE WITH SPTH4 CONNECTOR PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL—TO-1S-T. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR—UNDER—ELL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL -PLATE USE WITH 3" SQUARE WASHERS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 112" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS } FOR ALLOWING CONNECT CORNER STUD HOLDDOWN INSTALLATION TO TRANSFER SHEAR FASTEN WITH (2)16d ° COMMON NAILS @ 6" O.C. SIDEWALL ENDWALL SHEAR WALL CORNER CONNECT I N I l JOIST FRAMING FLUSH WITH GIRDERIHEADER DOUBLE JOIST FOR *NON-BEARING WALLS 2ND. FLOI 2ND 1 ST. FLOC 1 ST FLO 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE SUBFLOOR RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL 11 10 ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION FOUNDATION 518" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOOUNDATION SILL PLATE TO FOUNDATION 2 STORIES w" OC . CRAWL SPACF OR FOUNDATION m WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE USE WITH 3X3 SQUARE WASHERS (USP LBPS58 OR BP583) KING STUDS CRIPPLE STUD HEADER JACK STUDS SILL PLATES ,LAP JOINTS) IATION WALL TYPICAL HEADER CONNECTION SILL GASKET I -HELD F NEW 1 ST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING • PAIAt L� rn Lu !� m 41 O N v D cn U. Z n N t! o ca 0 u - SILL GASKET I -HELD F NEW 1 ST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING • PAIAt DECK & PORCH CONSTRUCTION DETAILS 8c WIND LOAD I_)ATH CONNECTION, DETAILS CONNECTION. 4x4POST x6 POST TO 4x4 POST IC x6 POST TC RAFTER osTAIR cowSTRIN AF RAFTS AFTER TO Lk ,JD RESISTANT CONSTRUCTION CONNECTORS QCATION PART NUM _ SPACING ILT; SPACING WINTER FOOTING ANCHOR PAU44 OR WE44 A 4 MI " DIA, x 7" ANCHOR FOOTING ANCHOR PAU66 OR WE66 AU66: USE w MIN. 1 IA 7" ANCHOR BC GI TOE NAIL JOINTS FACE H POST GIRDER HEADER OBS66 PBS 66 KC66 JSE ONE TYPE FOR EACH POST TO GIRDER HEADER LSTA12 OR LSTA24 JSE 2 FOR EACH POST COLUMN CONNEC11ON TMU26 OR MPA1 JSE ON EACH STRINGER TO HEADER TYDOWN RTI 5 COLLAR TIE JSE FOR EACH RAFTER ;GER BOARD TMU26 OR MPA1 SE ON NHERE TMU26 EACH RAFTER. MPA1 USE ONLY CANT BE USED LEDGE �X- U = THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND -RESISTANT CONSTRUCTION. F( LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO. ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADER NAILING SCHEDULE ROOF FRAMING - RAFTS TYPICAL RIDGE TO RAFTER STRAPPING GIRDER/HEAL POST/COLU RAFTER TO WALL CONNECTION POS ' RIM/DECK JOI GIRDER /HEADER TO POST/COLUMN C NN CTIC � i GIRDER/HEAD i POST COLUN GIRDER /HEADER TO POST/COLUMN ;ONNECTION GIRDE CONCRETE PIE GIRDER/HEADE POST/COLUM STAIR TREA RIM BOAR STRINGE JOIS DER/HEAD GIRDER/HEADER TO POST/COLUMN CONNECTION POS 12"x12"x12" CONCRETE F00 POST TO FOOTING CONNECTION WOOD JOI GIRDER/HEAD WOOD JOI JOIST FRAMING FLUSH WITH GIRDER/HEADER JOINT DESCRIPTION s NAIL NAIL NOTES NAIL QTY. _ SPACING ILT; SPACING WINTER RAFTER TO 8' WALL 3-0d COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER FOOT CEIL.ING JOIST 8' WALL 3.8d COMMON EACH TOE NAIL JOINTS FACE END INTERSECTIONS CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP I NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SBC ENO NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER PLATE TO STUD END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: QTY NAIL JOINT DESCRIPT1714 NAIL QTY. _ SPACING ILT; WFS WINTER TOP PLATE TO 2 -16d COMMON PER FACE NAIL SILL, TOP PLATE OR GIRDER TOP PLATE s JOIST FOOT BRIDGIN3 2 - 8d COMMON TOP PLATES AT 4 -18d COMMON JOINTS FACE END INTERSECTIONS BLOCKING ` EA. SIDE NAIL TOE STUD TO 2 -18d COMMON 24" _ FACL BLOCKING TO: STUD EACH O.C. NAIL 11 HEADER TO 16d COMMON 16' O.C. FACE EACH HEADER TO BEAM ALONG EDGES NAIL NAIL TOP OR BOTTOM 2 -16d COMMON PFR 2x4 STUD END TO BEAM PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL 3 -18d COMMON BOTTOM PLATE TO: END PERFACE JOIST FLOOR JOIST, BAND JOIST, 2 -18d COMMON 2.16d COMMON NAIL TOE NAIL END JOIST OR BLOCKING FOOT M17f%V lr%10-r C1771 A a A P%. r JOINT DESCRIPTION QTY NAIL NOTES FROST SPACING WINTER JOIST -TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER WEATHERING JOIST NAIL BRIDGIN3 2 - 8d COMMON EACH TOE TO JOIS f (MPH) END NAIL BLOCKING ` 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3.16d COMMONBLOCK EACH TOE SILL OR TOP PLATE 11 NONE NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 -18d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2.16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT JOINT DESCRIPTION QTY SPACING I NAIL NOTES STRUCTURAL PANEL -8d AS PER TABLE 3.8 WFCM-SBC DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be gM*dzod or stainless steel. 2). Girders for deck )Dista b be bolted or anchored to each post or pier with washers and nuts Girders on concrete pians shall be anchored with proper steel corxroclnrs anchored Into concrete with a minimum 117' dia x T kxg anchor bott with washers and nuts. 3). Posts supporting girders shall be anchored lo a 12'xl2'c12" thick concrete footing. Use a minimum 1/2'• die x 7' log anchor bok with washers and nuts. Footings Shell be 3 ft. below grade. Girders with roofs shall have 12' die. concrete pbra 3' below grade. 4). Deck Joists to have blocking at 8V o.c.. (` 4f NEt 5).A minimum or 10 Inch flashing shall be Installed between the buildi a •Y Ledger to be fastened b bull ft with 112' die. bolts with washers and testa at 16' o.c. 6). Concrete piers shall be a minimum 8' above grade. IC911 7). ANJoists to be Isupported with hengen end anchors. Each to girdels). ' 8). Covered Roofs shall be assembled and anchored the same manner wl'p al` CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ''t��►"' TIT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH o N TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE TO HEAVY SLIGHT TO MODERATE 11 NONE � L C1Z w t6 � 41 o � s 41 v � U • N 0 4A ffca s W W Z .= O s s o N IL c� � O O s L C1Z w t6 � 41 o � s 41 v � U • N 0 4A ffca s W WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENINCG PROTECTION Of =120 MPI-} 3-5ECOND WIND GUSTS ( MAXIMUM MEAN ROOF= HEI & tT: 35', SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: O < 4'O WIDE SPAN 23/32" (3/4") APA SPAN -RATED 48/24 SHEATHIN6 &F -ADE I LYNOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING 5TRUGTURAL PANEL: FASTEN TO BUILDIN& w/ *10x3" (w/ NA5HER5) &ALVINIZED OR 5TAINLE55 STEEL WOOD SCREW O 161, O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING= *10 TEE NUTS ATTACHED TO BLDG. W *I0xl-1/2 (W/ WASHE Z5) MACHINE BOLT O 12" O.G. i1 II I1 ,. 11 11 I II II , 1•I' ' 11 .TIPLE SECTION ASSEMBLY: 1/4" .THICK BOLTS O 2' OG SHUTTER ASSEMBILY FOR PANEL SPANS: 4' OR WIDER SPAN 23/32" APA SPAN -RATED 48/24 5HEATHIN& &RADE Il (OVERLAP AROUND OPENIN&5 4") 2x4 STRON(5-BACKS O 24" OG ASSEMBLY= 1). PREA55EMBLE PLYWOOD TO 2x4'5: * 10x3" (w/ NAE STAINLESS STEEL WOOD SCREW O 12" O.G. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDI *lOx3" (w/ WA5fiER5) GALVANIZED OR STAINLESS STM WOOD 50REN O ib" O.G. ALTERNATIVE FASTENER FOR SHUTTER TO SUILDIN61 #10 TEE NUTS ATTACHED TO BLDG. W *10x1-1/2 ( W/ W k5HERS) MACHINE BOLT O 12" O.G. WINDOWS - GLAZED OPENING PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LAR6E M1551LE TEST OF ASTM E 19gb AND OF A5TM 1886. CONTRACTOR MAY USE WOOD 5TRUGTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDON5. PANELS TO BE PRECUT TO FIT OVER MOONS WITH HARDWARE PROVIDED. FASTENERS TO BE DESI6NED 10 ALI&N WITH NINDON JACK P05T5 HEADER + SILL PLA rE. • PANELS TO BE MAINTAINED ON 51'tE. LABEL LOCATIONS ON EACH PANEL. c .o a -mo C4 U- o ;Cr- 4 WATM 5HIMD 10 K w 24• "CW EDGE OF KOO` O MPT. DRIP 2TOP LAP O J'DC.E AP'D 4" TOP LAPU►iD[R1A� Mt►r, r LV - > .p AO.G&Q ASPnALT FnT ' poop ccr (VARIE5) NAIL. META, > DRIP -� RtP OR CaRtSE TART"MOF i StilntGLFS INVER' `C START FR5T COURSE �(� }- MTH FULL STRIP 0 Z START TmIRD COURSE START* SL`COND WITH FULL STRIP COURSP W9TH FULL MINUS FIRST TAS 5TRJP WWJ5 112 TAD (� 4A O ww SWGLM SBAI . !UR A WORM Of SD( FAfr9N >m P5R SHOWAX. FA.9T1RNi1t3 SHAH flt IQN. t2 CAUG>f 3YA?i= CALVAN® NAIZS •/ iQM. 3/8' DIA. 1110 442 TYPICAL ASPHALT ROOF SHINGLE DETAIL V DG d- 4 tQ � Lid ' r HRCT VOLIBLE R001L SHiATHING COMM" TOP PLATE NAILW P" COMTO 12AFTEV rVOLIBLE TOP PLATE w<ooFluv . WOE— RAPTEIK FRANIf4Oa lit AWCHOR ! MAX. GNC -AR WALL 2xUOCK14 24 IK OCG. PA� 9TUD4 C09TNUOU4 PAF -MV TO 40LE PLATE A LADDEi ?' LOOKOUTC i TUE GAIAtPImt"Iow Ac CEILING 15LOCKIN6 b PAHM I?AFTNK t 4 1& 1u. OR DIAMA6N EveES , 24 IU.O.G. PROVIDE -4 if REQUIRED CT{RN &TW Aub WAILIUG WALL 6YEATNIN9 w IwxeD-IN PAM WAILLM PEIl CODC Raa --SlDIN0 r I' q)"'ov u�uo0 a � �,IJPMTEp by LaOKOUT4 i r � pLUMSER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY . SOTER LDER USED M CANNOT';��, F 10 0 1% LEAD. p►r��''1"''aF EXCrr PLUMBING >y ALL PLUMBING WASTE RETAIN STORM NIA pTER 238F & WATER LINES NEED PURSUANT TO CHAPTER TESTING BEFORE COVERING OF THE TOWN CODE. loy ot- j�- qu I II I APPROVED AS NOTED I . DATE:�.11j B.P. # NOTIFY BUILDING DEPARTMENT AT • 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1.'FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 43 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES M AS REQUIRED A F O S oCCUPANGY OR„... USE IS UNLAWFUL cs� WITHOUT CERTIFICATE OF OCCUPANCY: u.► QofE! : &LL WIIJDoW5 0 I FRSr Ft00R T -o NUua Ar S!o” N I C- U 1-11- L -1r Hpit �46 Gil SIJ E I N G Z I u ;jo t t We'LLS bVE- is "i OLQ N llt l SCALE: 1 P_ I I© , APPROVED BY: DRAWN BY DATE: Qj,II.1)ib REVISED RC-RoDL L : FtFwop DRAWING NUMB ,or 11 I-Lil ULJI I II I APPROVED AS NOTED I . DATE:�.11j B.P. # NOTIFY BUILDING DEPARTMENT AT • 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1.'FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 43 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES M AS REQUIRED A F O S oCCUPANGY OR„... USE IS UNLAWFUL cs� WITHOUT CERTIFICATE OF OCCUPANCY: u.► QofE! : &LL WIIJDoW5 0 I FRSr Ft00R T -o NUua Ar S!o” N I C- U 1-11- L -1r Hpit �46 Gil SIJ E I N G Z I u ;jo t t We'LLS bVE- is "i OLQ N llt l SCALE: 1 P_ I I© , APPROVED BY: DRAWN BY DATE: Qj,II.1)ib REVISED RC-RoDL L : FtFwop DRAWING NUMB ,or 11 !2" lfz F- II l� �� Illlr� II f f i t , H r L �4"; 1 0 3 QC-vt�r-f) 11- l9- (2• I V'q .VI Nom. Z X 05 WeLLS &V E SCALE: 1/4 APPROVED BY: DRAWN SY V �f DATE: ° I REVISED r2f kl 006 L r-1 ice' �LU��2 j EFH JJSCnJ 0 DRAWING I -30 r d � L 64, E 114 1 ,O MCZ(Lc • - . 30 �� ' ���. �.� ,AUC _ �UTi�GI.t� t�Y " SCALE: V14 _ i r�J� APPROVED BY: DRAWN EY DATE: 1 Jjjj� t;' CJ REVISED r DRAWING NUM•ER%1 4-L �f 0 'gym CL KIT A I; (j A r -&O Ell &rH cove P- PO p r- i-4 t�54 -�;7r 1A r r -A 10024:2 6(.4LE X4 11041 MR i M'Zs �TEVUIj r 3065 WELLS AV5 �COTI+OLD SCALE: 1/41_ jI()r7 APPROVEDBY: DRAWN BY DATE: REVISED DRAWING NUMBE SFrL GZ FAG E 11 pte -� 0; V ; r � - � -'�.-- �Xl ��- 2x8 .,-'• 1.1F..1t 3- I GDLt)t-lw ' int 'Fj ffJ - WIr4 �4 rr--�K - i YC O/L 1 ► I , ! I I Y t .h;}I,-Y_ �-•ts...•� v,+µ�.r: .'t.'x':5' .:J !: M. ` `�.. eft � � } ,i ' , � ' - , ppovi -' a, 9' 3•r 1 ` - I ] � I 21141' ± V 1Gr�v1�Gh 'G•f�.�•// Mit MR!5> . STty t`i El NCZI 0 SCALE: 1 A /+1t APPROVED BY: DRAWN eY DATE J 1I 1 • V REVISED R. 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