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Home My WebLink About40707-Z COEFOt/cpG Town of Southold 9/27/2017 0 P.O.Box 1179 53095 Main Rd G4�jO� �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39248 Date: 9/27/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 725 Arshamomaque Ave, Southold SCTM#: 473889 Sec/Block/Lot: 66.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/6/2016 pursuant to which Building Permit No. 40707 dated 5/20/2016 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 INCLUDING A SCREENED PORCH,DECKS, COVERED ENTRY, ATTACHED STORAGE SHED,AND UNFINISHED BASEMENT WITH BATHROOM, AS APPLIED FOR The certificate is issued to Cannon,Lista of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0026 06-20-2017 ELECTRICAL CERTIFICATE NO. 40707 06-27-2017 PLUMBERS CERTIFICATION DATED 05-12-2017 BiNd Piecuch )uthored ature TOWN OF SOUTHOLD BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE o . SOUTHOLD NY BUILDING PERMIT i (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40707 Date: 5/20/2016 Permission is hereby granted to: Cannon, Lista C/O Susi Young 1270 Cedar Dr Southold, NY 11971 To: demolish an existing single family dwelling and build a new single family dwelling as applied for per SCHD, Trustee approval, and DEC NJ letter. At premises located at: 725 Arshamomaque Ave, Southold SCTM # 473889 Sec/Block/Lot# 66.-3-2 Pursuant to application dated 5/6/2016 and approved by the Building Inspector. To expire on 11/19/2017. Fees: DEMOLITION $452.80 SINGLE FAMILY DWELLING - ITIOTBuilding $1,972.80 C $50.00 $2,475.60 or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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$15.00 Date. _ �j 42=01 New Construction: Old or Pre-existing Building: ++ �� (check one) ff Location of Property: � � T1t�C House No. Street Hamlet Owner or Owners of Property: broT-A JA 6 A ) , Suffolk County Tax Map No 1000, Section 067) , Block 6 Lot Subdivision Filed Map. Lot: Permit No. �� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted:$ S� i Applica gnature pF SOl1r�,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cia Fax(631)765-9502 P.O.Box 1179 �� roger.richerta-town.southoId.ny.us Southold,NY 11971-0959 Q 'ecoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Cannon Address: 725 Arshamomaque Avenue City: Southold St: New York Zip: 11971 Building Permit# 40707&40708 Section: 66 Block: 3 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 78 Ceiling Fixtures 38 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 1 Wall Fixtures 20 Smoke Detectors Main Panel 2-150A A/C Condenser 2 Single Recpt 2 Recessed Fixtures 53 CO Detectors Sub Panel 80 A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 2-30 Emergency Fixture Time Clocks Disconnect 2-150A Switches 92 Twist Lock Exit Fixtures TVSS Ll Other Equipment: BP# 40707 - House, 40708 - Garage. Notes: 5- Exhaust, 1- Range Hood, 12- ARC Fault Circuit Breakers, 15- GFCI Circuit Breakers, 16- Yard Lights. Inspector Signature: Date: June 27, 2017 0-Cert Electrical Compliance Form.xis %fif saUTyQ� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 D [EC[ED'v[E D BUILDING DEPARTMENT MAY 1 2 2017 TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date:_5—f 12 1-7 Building Permit No. _ �J070'7 Owner: �— 1C acI nDY, (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. tubers Signature) Sworn to before me this I�� day of , 20 CONNfE D.BUNCH Notary Public,State of Now York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14.2-04)b Notary Public�S(A I W_County OO� OF SOUryo UOUM I,a TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: DATE y INSPECTOR i SOUIyo TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELL (FINAL) REMARKS: 0lV*tblkJ,/ 0V-,7Zvw.,,, D r DATE It INSPECTOR OE SO(/TyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-'1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �o��pF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: el4f CWtUA (1e& -6 DATE ll Y°i INSPECTOR ' so cOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIO,N/ [ ] FRAMING / STRAPPING [ FINAL JfV USt, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i 1 cam. V _ _ s rgp) !rinp4- Sf. D I - S s -�✓ 6 vii' DATE 3 INSPECTOR SOUT�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Yw► � b 000, 0,A ioll. col DATE I INSPECTOR OF SOUTyo� 1� 9 qoCoutov,a 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 - (6/77/1 ? INSPECTOR M E R Y L K R A M E R a r c h i t e c t 2 1 3 EAST FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall PO Box 1179 G R E E N P O R T, NY 1 1 9 4 4 Southold, NY 11971 6 3 1 4 7 7 8 7 3 6 July 27, 2016 m k a r c h i t e c t c o m - RE: - Cannon Residence- 725 Arshamomaque Ave.,Southold Tax Map# 1000-66-3-2 Bldg. Permit-#40707 To Whom It May Concern, I have inspected the foundation construction at the above mentioned property. To my knowledge,the foundation walls and footings were installed according to NYS Residential Building Code and according to the Construction Documents submitted to and approved by the Town of Southold. Best Regard r ERE,D,q CRY L R. e Xr e s i '9 �?g8p2 �Owtie Y0 .k D AUG 1 2Qi BUMDING DEPT. TO"OF SOUMOLD dh I M E R Y L K R A M E R a r c h i t e c t 21 3 EAST FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall PO Box 1179 G R E E N P O R T, NY 1 1 9 4 4 Southold, NY 11971 6 3 1 4 7 7 - 8 7 3 6 May 31,2017 m k a r c h i t e c t c o m RE: Cannon Residence 725 Arshamomaque Ave.,Southold Tax Map# 1000-66-3-2 Bldg. Permit#40707 To Whom It May Concern, I have inspected the foundation construction at the above mentioned property. To my knowledge,the foundation damp proofing was installed according to NYS Residential Building Code and according to the Construction Documents submitted to and approved by the Town of Southold. Best Regards, K r,A A LEE D AP 1 [2QEU%q[R Do JUN - 2 2017 BUILDING DEPT. TOWN OF SOLIMOLD J.P. HUNTER ENTERPRISES,INC. HUNTER INSLATION ® E[UNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(631)283-4163 D LCA Obi IVIa 31 2017 D Y JUN - 1 2017 BUELDING bEPT. RE: 725 Arshamomaque Ave Southold-Cannon Residence TOWN OFSOUTSOLD To Whom It May Concern, The above referenced property was insulated as follows: Insulate roof with 8" R-30 open cell foam. Insulate exterior walls with 3" R-21 closed cell foam. Insulate exterior basement walls with 3 %" R-13 fiberglass. Sound deaden between floors with 6" R-19 fiberglass sound batts. Sound deaden all interior walls with 3" R-11 fiberglass sound batts. Insulate basement ceiling with 6" R-19 reversed, secured with tigers teeth. Fire caulk all penetrations as per Code. Low expansion foam at windows and doors. Insulate basement ceiling in rear storage with 8" R-30 open cell foam. If you have any questions or require additional information please do not hesitate to contact me. Sincerely, Kenneth Brauner ...�.�. � .��.�: IVARM • Ll Mlim Mild NO MAIlly KIM m1ma, 'd . Z WN W. • WZA I .. ASI t FIA PAI I JEWS - it%�'�, - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 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 ntact: Approved ,20 Mail to: Disapproved a/c �1 Phone: Expiration [Egg vv D nspector MAY, ® 6 2016 APPLICATION FOR BUILDING PERMIT --- BUILDING DEPT. Date �� Cp , 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 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. VAV1XJ<qq �1- -7-si a urvJo2i4plicant or name, if a corporation) PO P L6 (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 tax roll or latest deed) If applicant is a corporation; signaturelbf 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__oQ-5nd or}} is ,pip ose0 work 0A&wiQ�don� House Number / Street 1 Hamlet County Tax Map No. 1000 Section (C 6 Block Lot 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupa�f p oposeed construction: a. Existing use and occupancy S l N b Lg� T-_Ac M I L� w Z LU N6, b. Intended use and occupancy 11 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost A I_,G0Q , 0Z 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ReDepth rJ�p Height -2-5)"2_14 Number of Stories 02-1 Dimensions of same structure with alterations or additions: Front Rear- Depth Height Number of Stories vtl 8. Dimensions of entire new construction: Front Rear Depth Height . Number of Stories 9. Size of lot: Front -76 _J Rear 7(2) 6P � Depth 10. Date of Purchase Name of Former Owner L2-A-f 11. Zone or use district in which premises are situated 42, —mac o 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 c/o � raylu��Mep- 14. Names of Owner of premises U!5 (NKM Address Phone No. Name of Architect Address F0 ;FtMV9PT Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES C'/ 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 Notary Public,State of New York (S)He is the No.01BU6185050 Qualified 1,,81 k(Contractor,Agent, Corporate Officer, etc. O11n A g � P � ) Commission Expires April 14, 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 this day of 20/ Notary Public Sikajure of Applicant o��QF SOU�yQI Town HalltAnnex Dh p 3I)765-1802 54375 Main Road 3 )7P.O.Box 1179 ® r0 er. ert u OI .n .US Southold,NY 11971-0959 'rQ AUG 1 5 2016 BUILDING DEPA.R UILDING Dom. TOWN OF SC T HO OF SOUTHODD APPLICATION FOR ELECTRICAL INSPECTION , REQUESTED BY: koyy Date: 00- 1-2 -14 Company Name: --ir✓UIL,% l i✓CC- I-At c t License No.:, 3 Yv C) Address: 3 �� i:zt 5 /t SU✓%�tvt /V� _ l[ '7 Phone No.. JOSSITE INFORMATION: ('indicates required information) *fume: CAAAWO A ��f�D�vcl *Address: A 82SH A14 of A0vE AV6- *Cross Street: *Phone No.: j 9 Permit No.: -j- Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Ya'-( -4 lou &4 7- 2 6- SQ Fes '1 (P8ease Circle All That Apply) . *Is job ready for inspection: YES idi Rough In Final *Do you need a Temp Certificate: YES NO Tamp Information (if weeded) ` *Service Size: 1 Ph 3Phase 100 150 200 30 350 4.00 Other *New Service: Re-connec# UndergroUM (Number of Meters �hange�ofSe Overhead Additional Information: PAYMENT DUE WITH APPLICATION �y 82-Request for Inspection Form, jl �� M /191-W9 it BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT N0. 8754 DATE: MARCH 23,2016 'f ISSUED TO: LISTA M. CANNON PROPERTY ADDRESS: 725 ARSHAMOMAQUE AVENUE, SOUTHOLD SCTM# 1000-66-3-2 AUTHORIZATION 4 of Southold and in Pursuant to the provisions of Chapter 275 of the Town Code of the Town accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 23,2016,and in consideration of application fee in the sum of$250.00 paid by Lista M.Cannon 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 and remove existing one-story dwelling with attached deck two-structures, including retaining walls at basement level; construct new and relate story, 1,511sq.ft.single-family dwelling with attached 121x451 first-story deck and associated steps, 121x141 trellis, and 12x16second story porch; construct new 18"high retaining walls at walk-out basement level; install approximately 448sq.ft. irregularly shaped on-grade masonry patio at basement level below first story deck; install 4'x4' outdoor shower and masonry stepping stones; and establish and subsequently maintain a 10' wide,780sq.ft.non-turf buffer adjacent to the tidal wetlands boundary; and as § f depicted on the survey prepared by Kenneth M.Woychuk,Land Surveying,PLLC,last a revised on February 15,2016, and stamped approved on March 23,2016. M IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, these presents to be subscribed by a majority of the said Boa d as o this d t guFFO(z, k Michael J. Domino, President O��a so�TyQl Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 .. P.O.Box 1179 Charles J. Sanders Southold, New York 11971 Glenn Goldsmith G 4 0- Telephone(631) 765-1892 A_ Nicholas Krupski 'Q `ate Fax(631) 765-6641 f�e®um, D [EC[EO'VR DD BOARD OF TOWN TRUSTEES SEP 2 5 2017 TOWN OF SOUTHOLD BUILDI(nNG DEPT. CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1374C Date: August 8, 2017 THIS CERTIFIES that the demolition and removal of existing one-story dwelling with attached deck and related structures including retaining walls at basement level; construct new two-story, 1,51 Isqft single-family dwelling with attached 12'x45' first-story deck and associated steps, and 12'x16' second story porch• construct new 18"high retaining walls at walk-out basement level; install approximately 448sqft irregularly shaped on-grade masonry patio at basement level below first story deck; and establish and subsequently maintain a 10' wide, 780sq.ft. non-turf buffer adjacent to the tidal wetlands boundary; At 725 Arshamomaque Avenue, Southold Suffolk County Tax Map#1000-66-3-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 19, 2016 pursuant to which Trustees Wetland Permit#8754 Dated March 23, 2016,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 demolition and removal of existing one-story dwelling with attached deck and related structures including retaining walls at basement level; construct new two- story, 1,511 sqft single-family dwelling with attached 12'x45' first-story deck and associated steps, and 12'x16' second storyporch• construct new 18"high retaining walls at walk-out basement level; install approximately 448sq ft irregularly shaped on-grade masona patio at basement level below first story deck; and establish and subsequently maintain a 10' wide 780sq ft non-turf buffer adjacent to the tidal wetlands boundary. The certificate is issued to LISTA M. CANNON owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY(a)Stony Brook,50 Circle Road,Stony Brook,NY 11790 P.(631)444-03651 F.(631)444-0360 www dec.ny gov LETTER OF NO-JURISDICTION February 25, 2016 Lista M. Cannon Re: Application ID 1-4738-04454100001 c/o Jennifer B. Gould, Esq. P.O.A. 725 Arshamomaque Avenue P.O. Box 988 Southold Southold NY 11971 SCTM # 1000-66-3-2 ARNO-DEP Dear Applicant: Based on the information your agent submitted,the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property that is located landward of the 10-foot elevation contour line on a natural and gradual slope, as shown on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC last revised on 2/15/16, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for any work occurring at the property that is landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, discharges, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide constructi area)-pr erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the re onsibility of obtaining any necessary permits or approvals from other agencies. Ve, tr yours, ohn ieland Deputy Perinistrator JAW/mrp CC: En-Consultants BOH—TW File NEWYORK I Department of OPPORTUNITY Environmental Conservation Scott A. Russell :; °s� ' �_ �TO]E�.I�IWA\T]E K SUPERVISORIw1CA YN\AG IEIwI[]E1NT SOUTHOLD TOWN HALL-P.O.Box 1179 53695 Main Road-SOUTHOLD,NEW YORK 11971 " 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET CLAY 0 9 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES ,THIS PROJECT I EVOLVE, AiNY OF THE FOLLOWING Yes No _ (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®Rj B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®9 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. nEf E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®R1 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in--kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date K County Tax Map Number! Chapter 236 does not apply to-your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT" (Property Outer,Drstgn Professional.Agent,Contractor,Other) S•C.T.M. k: 1 OOO Ualr Uutrict NAME" Stacy Paetzel 66 3 2 05.06.2016 �« Section Block Lot 1 OR BUILDING DEPARTMENT USE ONLY " Contact information 631-209-2410 t ¢ //�7 iTr4 \urlrrl i j ( J�V_'-v — — — — — — — — — — — — — — — — Reviewed By: lr'tii 1 lI! € Date: 6�'t Property Address / Location of Construction Work: I — — — — — — — — — — — — — — — — — i — Approvedefl for processing Bulid)ng Pel-11111. — — — 725 Arshamomaque AvenueEl Stornnratcr ntr 14ana�cmcnt Cool Plan Not Requu•c�d. Southold, NY ` Stormwater Management Control Plan is Regwred. t ® (Fol and to Engineering Department for Review) {t FORM : SMCP-TOS MAY 2014 r APPLICANT. S.C.T.Ivf. 1000 (Property Owner,Design Professional.Agent,ContrActor,Other) CHAPTER 236 66 3 2 Stormwater Management Control Plan CHECK LIST NAME Stacy Paetzel — Section Block Lot z S?vI C P -Plan Requirements. Prop i(le ONE copy of the Builcling Permit Application pk—p- 631-209-2410 Date: The applicant must provide a Complete Explanation and/or Reason for not providing - 05.06.2016 all information that has been Requiic(l by the rollm rig Checklisti 1. A Site Plan drawn to scale Not Less that G0'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justif icat ion Here! show all of the followinc, items: If you need additional room for explanations, Please Provide additional Paper a. Location& Description of Property Boundaries b. Total Site Acreage. &SEDIMENT CON I KUL�l c. Existing-Natural & Man Made Features within 500 L.F. e but not be limited to' of the Site Boundary as required by§236-17(02). aintained Construction Entrance, Awe Cl. 'rest Hole Data Indicating Sol[Characteristics&Depth to Ground Water. lit r-emcing,stabilization e. Limits of Clearing & Area of Proposed Land Disturbance. Wire Backed S and/or inactive seri s. f. Existing& Proposed Contours of the Site QvIttlimum 2 Intervals) g, Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. NO POOL ON SITE. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). Ill. Location of all proposed erosion&seclirnent control measures. 2. Stornmater Nianagernent Control Plan MUSt 111CILKIC Calculations showing DRAHMAGE ImW PECTIOMS-ARE REQUIRED that the storrilwater iniprovernentsare size(I (Ocapture.state,and infiltrate Contact TO Engineering at 165-15bU before on-site the run-off from all impervious surracLs generate(]by a two(21 inch Backfill,OR Provide Engineer's Certification rainfall/storm event that the drainage has been installed to Code. 3. Details&Sectional Drawings for storm vater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. C011SULICtion Entrance&Site Access. USE OF EXISTING DRIVEWAY FOR CONSTRUCTION ENTRANCE. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Stl'UCtUl'eS (e.g.infiltration basins,swales.etc.) FOR ENGINEERI EPA RTNIUNT USE,ONLY Additional Information is Required. Rel"iewc(l & Stormwater Management Control Plan is Not Complete. F OR L N & Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. D te ate: SMCP has been approved by the Engineering Department. 'I " S�\C heel: List -TOS MAY 2014 FOMN� S C, r marshall paetzel LANDSCAPE ARCHITECTURE May 6, 2016 Michael Verity, Chief Building Inspector Building Department Town of Southold 54375 Main Road Southold, NY 11971 RE: Cannon Residence 725 Arshamomaque Avenue Southold, NY 11971 SCTM# 1000-66-3-2 Dear Michael, Today Meryl Kramer, the architect for the above residence, submitted the Stormwater Management Control Plan +worksheets prepared by my firm. I was recently made aware that our plan did not have the correct lot square footage and acreage noted. I authorize Meryl Kramer to make the correction to our plans in order to reflect the accurate lot area of 19,811 S.F. (.45 acres). Should you have any questions, or require additional information, please don't hesitate to contact me. Sincerely, Stacy Paetzel, RLA Encl. CC. Meryl Kramer Connie Bunch HAMPTONS- PO Box 1379 -530 Montauk Highway-Suite 203 - Amagansett, New York 11930 NORTH FORK: 5175 Route 48 - Mottituck, New York 11952 - 631-209-2410 www.mplastudio.com pF SO!/j�o! Town Hall Annex Telephone(631)765-1802 54375 Main Road N -41C Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 I��DUNTy,�� June 26, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD North Fork Woodworks PO Box 1407 Southold NY 11971 Re: Cannon, 1270 Cedar Dr, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate_of Occupancy: NOTE: Inspector is asking for specs for impact glass. s [4 QV �311� ,,,,i,Z, nCertificate of Occupancy. (Enclosed) rwriters Certificate. GchecW<<-L*-ck A fee of$50.00. Final Health Department Approval. P hers Solder Certificate. (All permits involving plumbing after 4/1/84) r tees Certificate of Compliance. (Town Trustees#765-1892) 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 — 40707 - New Dwelling M E R Y L K R A M E R a r c h i t e c t 2 1 3 EAST FRONT STREET Southold Town Building Dept. POST OFFICE BOX 6 6 3 Southold Town Trustees Dept. Southold Town Hall GREENPORT, NY 1 1944 PO BOX 1179 6 3 1 - 4 7 7 - s 7 3 6 Southold, NY 11971 mkarchitect , com july24,2017 RE: Cannon Residence 725 Arshamomaque Ave.,Southold Tax Map,#1000-66-3-2 Bldg. Permit#40707 To Whom It May Concern, I am writing to inform you that the proposed outdoor shower(4'X 4')and the louvered trellis that are called out on the Cover'Sheet(A-000)on the Building Department set of drawings were not constructed. I acknowledge if they are constructed in the future that it will be necessary to apply for a building permit for these items. Best Regards, ,A4___', Meryl Kramer,AIA LEED AP D GC�GOV[ D JUL 31 2017 BUILDING DEPT. TOWN OF SOUTHOLD ® ..• ! ; F 4 y S'■t!■■■■■■■■i!■i!■■ ■!i■■■■■■■■!■■!!■■■■ ■!■t■■■■■■■i!■■■!■! ■i!■iis■■1■■ii!■■■ii ■■■■■■11■■■■■■■■■!!■ ■!■■■■U■■■■■■!E■■■■t ■■■■■■M■■!!■■!OR■■■ ■■!■!!■■■■■■1■■S!!■ ■ iMrr :. r Interior 0 MOT . ., . nd .. S.C.T.M.# DISTRICT: 1000 SECTION: 66 BLOCK: 3 LOT: 2 r / i 1 Q 1 20 t i � ''� :": :': .-�-�.��.�=:=••::''i r 1 0 ACV j 18 o OOO LOT 10 DWELLINGS 14` 16 12 CATWALK RA PROPOSED MP` W/PUBLIC WATER 10 8 6 � 3 �.�., 3-4 BEDROOM SYSTEM 150' TIDAL WETLANDS 1,000 GAL. S.T. EXISTING BLOCK CESSPOOL /" BOUNDARY AS DELINEATED (1) 8x1 'DIA2'DEEP LP. TO BE ABANDONED AND - ?C� BY EN-CONSULTANTS BACK FILLED WITH CLEAN PRO N 83020'10" E COARSE SAND. V STEPPIN 2 6 '0 O' MON j r JUNE 23', 2015 IEL 21.8 1� 2.6'E PROPOSED FREE STANDING PROPOSED SILT FENCE i / / / ti I- LOT MASONRY WALL- DRY WELL A' / PROPOSED "j " U.P. / 20" HIGH 8'D1Ax5'DEEP PROPOSED / / / I':' PROPOSED WOOD PROPOSED !/� /1 ;tu� GUTTER DRAIN MASONRY 1 LP ( \PROPOSED EPS TW 20.0 TW 18 LOUVERED TRELLIS i - 5 \ \ / `- WINDOW 18.5 1 -' APRON 4J ARE - • f'RO PROPOS f� BW 1 .5 IST STY DECK ON�cOSEp — WELL STOOP O `/ PROPWDRY EL� ire::. 0 E8� Q' C.j S' HRy i " 41'' �' Zl/, v 8'MtN M� .:.:``; :.;_;.:._ 8 OA PROPOS 18" F� ✓ / / r i B'DIAx5'DEEP 1�- rl E Q HIGH AWING \ j / r IN AO 0 L AN . `V r Q J S ti i / E REMO `� x N - u bl i::r::ii :c::_:ii:i.:c;_ i�:_:ii.:iii:�:ii :ii::i' ::i�:i� � X r to : ' OU,p O ` .:: : TWSFp I x X'zz / :...•S,.. _.. >:.EF( 23:5 :: :::`:::;:::;:' DWA K-0 BASET�tENT ! ASO RY TEO Q t. _ Bow sr STY D 9 '"�0 -_ �.::::- C� r, -.ter . :::a S ,T s , •..:: : " PROP. .::•::: ' `-; `' " :;: PROP�ND STY. PORCH U.P. 1: �:.: - ;:: : l�?"sF6 ;::..:..::-:..:...:-.:::.: d CEXistrN i M. 7 COVERED OVER 1ST Y DECK S G ru 00 '..T.< ,I :::..G :;: .!` ;:; : :; ; NAC HOUSE. •�?�,Q. „ ERVIt'::. q t/ ENTRY PORCH r •r: :_: :..: -.:...:..: Q \ >< 28"OA 0 to _:,yam•. G W• ,ty�G. . ..: ��:�,�:`.:.:.:::-.-": \ S t t • /y;.: ? ? �� OAK ? / O �► VACANT — _ X�ST1N,:...'• :;;;af:; ; } :Q : `;;- ``.� AGRICULTURAL ,�--w.v. — _ PR DECK STY. 8�ckj c�2 / S x x x cam+ 150' { `\��---- EED L 22.1 ------�' ( NPROPOSLD O TW 15. 5L PROP WATER SERVICE \ 8 DtRYAxWELL S'DEEP TS 23.0 16 8w t4. 5 rn m / / /� 1 1 1' r N r•L� `•J : . 1.5'E 8S 18.0 15.175 � o 99 T PROPOSED EXISTING 1 STY FRM PROPOSED EL 22.1 S 8 3 2 0 10 �� EXISITNG EXISTING STEPPING DWELLING 725 WOOD STEPS 2 5 9 0 0 N ti PROPOSED ASPHALT DRIVEWAY FRAME GARAGE STONES # PROPOSED 18" �o I TO BE DEMOLISHED PROPOSED HIGH RETAINING 10'WIDE NON-TURF TO BE REMOVED TO BE DEMOLISHED DWELLINGS FFL 23.3 OUTDOOR Z �l __j BUFFER W/PUBUC WATER 1'. ' ^-- - __ - CELLAR 14.9 SHOOT TIMBER WALL O >y T•� � r•::'::_.:•-::"_-:;.:.:.:...::..:-! . :: -..: .. :: .-:�:.::::::-.;.�. _ 4x4 WALL 150 = : .. - Q SUFFOLK COUNTY D ^x Er.�PTMENT C.-, HEALTH SERV ; : : r r r'•' :: :"--^•- ICES ^0 ' LOT 12 I r t:.:..:;.::::.::'•::::::::'T LU PERMIT FOR APPROVAL ...__". . . ........ .... .:..._..:..:..::•....:..:•.:••...... .._•.. .. . F CONSTRUCT10r%! t::::::::;::;::•:•:�'::`�:=.�:��~ ` •��.::.:::":;:::'.::::::::::;:::::::::.=.::•_:• "-:: :a r t:::::�::�:::. : .:••.- p FOR A ' TYPICAL SILT r :_::..::.:::". ;:::a;:::?::'•:;'::;'.'D r i ' c . r r:....::.'.::'.,:.::::.'':::: SINGLE FAIMILY t«.,iD[hCE ONLY SCREEN SECTION { r f ::::::::::•::::::::.:;:r ^/ GEOTEXTILE FABRIC ...r C] ► I; 0 : ... : r DATE Cd H.S. kEF.: : :::::: :.::':': is=:i:: i:::::. .. :. ::;_":: - N0. V SUPPORT POSTS _ ::::':~::'::':;•::':':;:•:;.:..: :•.:•.: ;:.::i ► r:.,::::::"O: ,:"::: , EiCd The WOOD OR METAL — — :I i I:: :::: �( a Line(s) MUST BeB In y APP1tiOV. :a r �::: is , ;s, CO.'iit , DoA. 0I s t�;�,._o CATWALK FLOW DIRECTION _ :;. :: =: :: :":h t.ff'ol. . ,} E,,; IEE E ava nce, Fee MAXIMUM OF J ! :' 1 C tl8521-570/3, d v LU — Br Dnoo,;?S ELEV. 22. 1 eAc°CI EDE To Schedule Inspection 5 EXPIRES THREE YEARS FROM Dr',TE OF AP, ROVA OL DR BROWN 1 .0 '`---��•��-�" ° L SANDY LOAM EXISTING GROUND — BROWN i�i . Ab:an�.. 4. I�ISM SILTY SAND 3.0 ILI �1 Submit 2' !fflRMUM TOWN OF SOUTHOLD ComYIc". forril Wt"J'M- as proot FIRM PANEL#36103CO158H PALE EXISTING LOT COVERAGE CALCULATION: UPLAND DATUM: NGVD 1929 BROWN DEPTH SOUNDINGS DATUM: MLLW 0.0 FINE EXISTING DWELLING, DECK, & CONC. STOOP: 1, 197 S.F. THE WATER SUPPLY, WECLs, DRYWELLS AND CESSPOOL SW TO EXISTING GARAGE: 442 S.F. UPLAND AREA: 19,511 SQ.FT. or 0.45 ACRES LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS COARSE AND OR DATA OBTAINED FROM OTHERS SAND TOTAL EXISTING COVERAGE: 1,639 S.F. or 8.4% AREA: 19,811 SQ.FT. or 0.45 ACRES ELEVA77ON DATUM. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 13.9' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON DRAINAGE CALCULATIONS: TOWN OF SOUTHOLD LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES APE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE A) DWELLING W/COVERED PORCH & BALCONY: 1,739 SQ.FT. PROPOSED LOT COVERAGE CALCULATION: NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS 1,739 x 0.166=288.67 < 289cf AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE TIME OF SURVEY B) GARAGE: 660 S.F. PROPOSED DWELLING SURVEY oF: LOT 11 BLOCK 2 CERTIFIED TO: LISTA MAKIMSON CANNON; 660 x 0.166=109.56 < 110cf WIREAR DECK, COVERED MAP oF: BEIXEDON ESTATES FIDELITY NATIONAL TITLE INSURANCE COMPANY; 399cf REQUIRED ENTRY & WOOD STEPS: 2,242 S.F. FILED: MARCH 16, 1946 AS #1472 NO WATER (2) 8'DIA x 5' DEEP DRYWELL=422cf PROVIDED PROPOSED GARAGE: 660 S.F. SITUATED AT: SOUTHOLD 17' C) GRAVEL DRIVEWAY=1,250 SQ.FT. PROPOSED OUTDOOR SHOWER: 8 S.F. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SEPT. 28, 2015 1,155 x 0.166=207.50 < 208cf SUFFOLK COUNTY, NEW YORK Professional Land Surveying McDONALD GEOSCIENCE (1) 8'DIA x 5' DEEP DRYWELL= 211cf PROVIDED TOTAL PROPOSED COVERAGE: 2,910 S.F. or 14.9% P.O. Boa 153 Aquebogue, ew York 1 931 REVISED 02-15-16 FILE # 15-52 SCALE: ' DATE: 4;�& PHONE (631)zs8-15E8 FAX (asl) zas-15t3e 1 =20 MAY 5, 2015 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth H. Toychuk ARCHITECT: Meryl Kramer Meryl Kramer Architect 213 E. Front Street 01 Greenport, NY 11944 Office: (631) 477-8736 EXISTING P f /" CATWALK ty V"x /> iX ;�y/ TIDAL WETLANDS BOUNDARY AS DELINEATED 0 EN-CONSULTANTS ON JUNE 23,2015. SITE DATA: it 'TOP OF BANK�_� SCTM#: 1000-66-3-2 Si I 14skc, Lot Area: 39—,39&4a44QP4r,-mom Zoning District: R-40 NOTES: 1. Base map information based on survey prepared by Kenneth Woychuk on EROSION &SEDIMENT CONTROLS May 26,2011. Shall include but not be limited to: 2. This drawing is for the purpose of A well maintained Construction Entrance, obtaining permits only. NOT FOR CONSTRUCTION. Wire Backed Silt Fencing, stabilization.& 3. Unauthorized alteration of this plan is a Seeding of exposed and/or inactive soils. violation of NYS Education Law. [)RAINAGE INSPECTIONS ARE REQUIRED APPROVAL OF STOF MWATER MANAGEMENT- Contact TOS Engineering at 765-1560 before CONTROLYLAN T "Code C 6 Backfill,OR Provide Engineer's Certification Date: that the drainage has been installed to code. Approv Drainag,e Calculations and Structure Schedule Drainage REVISIONS Structure Size Elevation Invert In Invert Out DATE DESCRIPTION Proposed Dwellirtg-(1,739 sf @ 100%), Proposed Garage-(6694 @ 100%) Proposed On-Grade Masonry(925 sf @ 100%) 3333 SF�x 2"rainfall (.167) =556.6 CF/8' Dia. Drywell (42.3)=13.2'depth req'd DW-1 ' 8'Dia x 8'depth DW-2 8'Dia x 8'depth 16' depth provided Proposed Gravel Driveway(1,250 sf @ 92.49/o) s e a 1,155 SF x 2" rainfall (.167)=192.9 CF/8'Dia. Drywell (42.3) 4.6'depth req'd DIN-3 18'Dia x 5'depth IS'depth provided LEGEND TEST HOLE DATA PROPERTY LINE (TEST HOLE DUG BY Mc&ONALD GEOSCIENCE ON SEPTEMBER 8,2015) TOP OF BLUFF OL DR BROWN 101 TITLE: . SANDY LOAM TIDAL WETLANDS BOUNDARY STORMWATER Sm BROWN 301 MANAGEMENT SILTY SAND 100'WETLAND SETBACK PALE PROPOSED CONTROL SITE 1<7 BROWN I O' NOWTURF BUFFER r,7^17 71��1/1 1 — FINE PLAN ...........I....... TO SW COARSE 13.91 .................mj I PROJECT LIMITING FENCE - SAND 0 5 10 - EXISTING CONTOUR 6PROPOSED-CONTOUR 0 X(75.0.) EXISTING ELEVATION Scale 1"=10' +25.18 PROPOSED ELEVATION DRAWN BY. S PAETZEL,RLA DATE 2016 04 26 L 1 DW-1 PROPOSED DRYWELL REVISED. NO WATER 17.0' SHEET OF 1 Y- .pS.C.T.M.# DISTRICT: 1000 SECTION: 66 BLOCK: 3 LOT: 2 1 Al2 0 � O i I C� I CO / LOT 10 DWELLINGS PROPOSED W/PUBLIC WATER p J j1 (� 3-4 BEDROOM SYSTEM 150' i W Q 4 1,000 GAL. S.T. J X Q i TIDAL WETLANDS (1) 8'DIAx12'DEEP L P. j L%_ F' [� / BOUNDARY AS DELINEATED T T (Qj �� BY EN—CONSULTANTS N 83020'10" E T EL 21.8 269.00� N JUNE 23, 2015 i L O T 1 1 ! SILT FENCE 7 Q j"�� LOx 98 / / l / n/ o r O i hW �, .s. FOUNDATION �% 9j I ;'/ / / .: i X x/ o o LOCATION 2 r , , , / i w FFL 27.9 ! CO I— p x / CID VACANT AGRICULTURAL j '� �'�� p i� 2 0/ ✓ / / ! C� 150' I `\��------EL 22.1 - % 0 � J/ 1/ / / Y1 1' � i r rx �x I� Q _J / N T; O PROPOSED ATER SERVICE CO in m/ �� // �! � �l � i` `� J X 1 EL 22.1583020'10"W 259.00' ,� N (0 Q-4 ! PROPOSED DWELLINGS ; BUFFER IDENON-TUfAO W/PUBLIC WATER 150' i �y J LOT 12 ' o FOUNDATIUON LOCATION 08-08-16 REVISED 02-15-16 ELEV. 22.1 OL DR BROWN 1 0' TOWN OF SOUTHOLD ANDY LOAM EXISTING LOT COVERAGE CALCULATION: FIRM PANEL#36103CO158H UPLAND DATUM: NGVD SM SIBLTY ROWN SAND 3.0' EXISTING DWELLING, DECK, & CONC. STOOP: 1, 197 S.F. DEPTH SOUNDINGS DATUM 9MLLW 0.0 EXISTING GARAGE: 442 S.F. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPLAND AREA: 19,511 SQ.FT. or 0.45 ACRES LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS ALE TOTAL EXISTING COVERAGE: 1,639 S.F. or 8.4% AND OR DATA OBTAINED FROM OTHERS. BROWN AREA: 19,811 SQ.FT. or 0.45 ACRES ELEVA77ON DATUM: FINE SW TO -- UNAUTHORIZED ALTERATION OR ADD1770M TO 77-IISW.IS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCATION LACOPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN COARSE ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770M SAND TOWN OF SOUTHOLD LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 13.9 PROPOSED LOT COVERAGE CALCULATION: NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD17IONAL S77?UC7URES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY PROPOSED DWELLING SURVEY OF: LOT 11 BLOCK 2 CERTIFIED T0: LISTA MAKIMSON CANNON; W/REAR DECK, COVERED ENTRY & WOOD STEPS: 2,242 S.F. PROPOSED GARAGE: 660 S.F. MAP OF: BEIXEDON ESTATES FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROPOSED OUTDOOR SHOWER: 8 S.F. FILED: MARCH 16, 1946 AS #1472 NO WATER SITUATED AT: SOUTHOLD 17' D ��t5��J{ TOTAL PROPOSED COVERAGE: 2,9110 S.F. or 14.9% Tom OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SEPT. 28, 2015 (.� �V/ 1155 D SUFFOLK COUNTY, NEW YORK Professional Lund Surveying and Design McDONALD GEOSCIENCE P.O. Bog 153 Aquebogue, New York 11931 OCT 1 2016 FILE # 15-52 SCALE: 1 "=20' DATE: MAY 5, 2015 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth N. Roychuk BUILDING DEPT. TOWN OF SOUTHOLD cja't�'l 0 0 C,� S.C.T.M.# DISTRICT: 1000 SECTION: 66 BLOCK: 3 LOT: 2 DT� AUG 1 G 2016 4�:HOLD i i 91 t i r M LOT 10 DWELLINGS io PROPOSED W/PUBLIC WATER }� 3-4 BEDROOM SYSTEM 150 Ld / TIDAL WETLANDS 1,000 GAL. S.T. f x (1) 8'DG4x12'DEEP L.P. j LLQ � i BOUNDARY AS DELINEATED �i BY EN—CONSULTANTS j N 8320'10" E iI 269.00' N U JUNE 23> 2015 IIEL1.8 N [k LOT 1 1 SILT FENCE X Im .-. ++ ZEi / / f Ui 8'MINp 6 ' .0 b 1.0. ` v / xx / �ry r '"1 FOUNDATION % 9� j i / / f' ^ x X41) FF9OL 270 `°�` .2 ; %l %` x x / ��l Q VACANT j , ?.0. [L (-'- AGRICULTURAL \ x x rx150' —EL 22.1 C0 I PROPOSEDOWA-FER ry `�V EL I X / 22.1S83020'10"w 259.00' ,� N� EL / I G PROPOSED IOVIDE NON—TUIQ0 DWELLINGS J BUFFER W/PUBLIC WATER + /V ' 150' r LOT 12 o i N Q FOUNDATIUON LOCATION 08-08-16 REVISED 02-15-16 ELEV. 22.1 OL DR BROWN 1.0' TOWN OF SOUTHOLD ANDY LOAM EXISTING LOT COVERAGE CALCULATION: FIRM PANEL#36103CO158H UPLAND DATUM: NGVD 1929 BROWN SM SILTY SAND 3.0' EXISTING DWELLING, DECK, & CONC. STOOP: 1, 197 S.F. DEPTH SOUNDINGS DATUM: MLLW 0.0 EXISTING GARAGE: 442 S.F. THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL UPLAND AREA: 1 9,51 1 SQ.FT. or 0.45 ACRES LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS PALE TOTAL EXISTING COVERAGE: 1,639 S.F. or 8.4% AND OR DATA OBTAINED FROM OTHERS. BROWN AREA: 19,811 SQ.FT. or 0.45 ACRES ELEVA77ON DATUM: FINE UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY SW TO MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN COARSE ONLY TO THE PERSON FOR WHOM 774E SURVEY/S PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON SAND TOWN OF SOUTHOLD LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INST7TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE 13.9' PROPOSED LOT COVERAGE CALCULATION: NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY PROPOSED DWELLING SURVEY OF: LOT 11 BLOCK 2 CERTIFIED TO: LISTA MAKIMSON CANNON; W/REAR DECK, COVERED ENTRY & WOOD STEPS: 2,242 S.F. PROPOSED GARAGE: 660 S.F. MAP OF. BEIXEDON ESTATES FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROPOSED OUTDOOR SHOWER: 8 S.F. FILED: MARCH 16, 1946 AS #1472 NO WATER SITUATED AT: SOUTHOLD 17' TOTAL PROPOSED COVERAGE: 2,910 S.F. or 14.9% Tom OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SEPT. 28, 2015 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design McDONALD GEOSCIENCE P.O. Boa 153 Aquebogue, New York 11931 FILE # 15-52 SCALE: 1"=20' DATE: MAY 5, 2015 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. L1SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth U. Noychuk [7NING ISSUE DATES eeting Set 06.182015 eetlusa 0808.2015 eeting Set 08122015 eeting Set 08202015 eetmg Set 09282015 S.C.T.M.# DISTRICT: 1000 SECTION: 66 BLOCK: 3 LOT:2 ml Framer 10282016 f Y evlDW setOTaoTlcet 39neU IWon Set 6/20/16 Ei f 1 /' REVISION DREG i 4 i Ir 4 SSwJ I � 9 ' r ` 47 I 1 ,x120 Lor 0 1 - - J t$ I �$ W DWELLINGS - JI. +-_ 16 2 C47WALIc PROPOSED W/PUBLIC WATER " 14 Io $ s 9r RAMP 3-4 BEDROOM SYSTEM T50' 1 y11 1,000 GAL.ST E)GSTWG BLOCK CESSPOOL TIDAL WETLANDS [Z (1)8'OWri2DEEP LP TO BE ABANDONED AND LIW 9- I•�I N 83°20'10rx E E SBACK OD BURWITH Y EIEC FRON6P0L®BBOF N/N �Z ac ppNE I o $O 13Y ARYEN-O DELINEATED 2 BY EN-CONSULTANTS S I`" �' STONE 26 •00 ONC l JUNE 23,2015 r IIEL 27$ TEMPORARYELEF _ MON 1 2,6'E LOT 1 7 PRD80NflY WµOSED L STANDING P"YPWLLO 4 9'S 'cog, di rewlag Legend: PROPOS i UP ��/'� 20 N �OIAxS'DEEP PROP PROPOSED i / '� OW D GUTTER DRAW PROPOSED 7 O'S 1 .��e��e I= M. MASONRY h ES \ \L P/ f \PROPOSED Wall To Be Rem6vetl APRON W O R n / WINDOW PROPOSE 18.5 gW 1 ELU 1 /i O /E H� _ ,y, �� WELL S700P O ///1 Well W lReman l O�WELL I^ DU BA//N ¢ B'MIN y 3• - '^ O �G� /r /'��1 ]'��"�� New Well B'DIAxs'DEEP � M/ji, s _ 6� PRpPOS ie' t / //� .� ��^""�^�^• New PouMetion wail �' Ate,_ I ODN ro "V 0 _�7pp• Q HIGH AININC 4 r // / j to ^f __ U-___-_ UAbove �E REMOVE ^ 1j5•ii /v/// I.i PROPOSED xF%ry O Litres Be- PROPOSED eow T' ^ StY fRM. -•-•---- GuWne5 eli 2 DWELLING W ryr�j'ApmGM`q 5-" i-loMI'1' EHflrrR DDtcHm� FF TL(z�a o) syNi��, ^b � ywB/A\�ELNK�E-A DOPcERLCUHOR ''^� g2D• / r/////.�y i I / v �/�TB'yt _O1.6_1 ..� Fence - Door7 PORCH ¢gU P I`ZD 56.0' ROOF 6 I//// I (� •O -< 191 VACANT -- -'SjtN� i J 2 WedowTog AGRICULTURAL r �1� - '---___'_ �oPose° 16 DN o �P9•_� � O'OAK � sE4��,Np /r g •� I' /'_CWV \. 7 N 1All PT !M R RE DECKv 150, 1 \_`_ EL 221 `•L`__ 'r ^ W/Sf0 EL 2Js 8j`k x C� 86aazA G --�Y!�- I 1 PROPOSED ) �, J I/// i E 6nmiAaP7( 7 O PROP LupWATER SERVICE /DRY WELL = O nY IS 5 6j' r/// rl m o m 1 WE °0 BbWS'OEEP c IS 230 BS 190 1565 W l4 5 A ly i n �-; Detell Teg 1 EL 22 f PROPOSED NG 7 Stt FRM PROPOSED ^tel S»i S83"20'10"jT ELTDRC EXISTING SEPPING 259.00' k NI i ASPHALT DRIVEWAY STONES DWELLING//725 WOOD 9 1 1 TO BE REMOVED FRAME MALICE TO BE DEMOLISHED OUTDOOR PROPOSED fe' ro PROPOSED x DWELLINGS TO BE DEMOLISHED HICN RETAINING Z 4' � 1 10•WIDE NON-TURF Eievadon Teg r FLy r-- FFL 23 3 OUTDOOR W/PUBLIC WATER T-- --- ___i --_C_ELIAR 149 SHgxW4F.� TIMBER WCL O q' � t BUFFER WALL N 150' i _- --`l r ---------- I _ -} 4g 1 M'°H°R STNtE x�x Inierl¢r Eleratron Teg �1 Lor 12 (FT COVP�LIED SOL Al-ENT ��x r r TrPIa. e�+T i DWELUN r r ' i 4 UNDDR1reNNiG PRAVBxf -Dum MRE C^R a�cnoN r G r x r � I N ors TMrt_ LU f r CWIE%IIIF FABRICLU SUDDPPoRT P0513 ----------- r � ( I � f � —� 7 SmAW BftE DnRENCHEO D oR FETALr r I Q. r Ll \ non wRomc,l '- - --- ' I CATWALK T ELEV 22 1 —a.0 �___,i r i v lxsun OR-0 DR OL SANDY LOOAM 1 0' LxanN¢on¢6No "-------r M 2 a Y L R R A M ! R e r e h i t e ¢ s BROWN SM SILTY SAND 3.0' _ ! - 213 TOWN OF SOUTHOLD MRM PANEL#36103CO158H POST OFFICE BOXE FRONT STREET 683 PALE - EXIS_TING LOT COVERAGE CALCULATION. BROWN UPLAND DATUM NGVD 1929 GREENPORT, NY 11991 DEPTH SOUNDINGS DATUM MLLW 0 0 6 3 1 - 4 7 7 . 9 7 1 6 FINE � EXiu�T1NG}.DW$LLING, DECK, & CDNC STOOP, 1,197 SF SW TO EXISTING GARAGE 442 S F UPLAND AREA 19,511 SQ FT or 0 45 ACRES LCCCAnays 5i�io�Pm ARE FROM FFnD OBSRVA77ONsCESSP� m COARSE + AND OR DATA OBTAINED FROM 07MERS D m SAND I,-' TOTAL EXISTING AREA 19,811 SQ,F( or 0 45 ACRES _ COVERAGE 1,639 S.F. or 84Po� ELEvenGN DANM _ IINAUN4MZE0 AL7ERADON OR AODInGN N RRS WRYEY f5 A MO[ADOY OF SECROH)203 OF IHE NEW YORK STA/E EDUCARDY UW 00'/ES fY TMS 59/RL£Y 13 9' MAP N0I BEARNG Rg LAND WR E R 5 EMBOSSED SEA[SHA{NOT 8f CONSDERED i0 BE A VAUD DN E COPY WARAN TES/NpG TED HEREON 5s R N DRAINAGE CALCULATIONS. t ONLY TO RIE PfR50Y FEW MHQM RIE SVR4EY/S PREPARED AND GY H/5 BEHAif N NE RTLf COMPANY,GOVERNMENTAL AGENCY ANO LEOOHEREWRNRpI TOWN OF SQUTHOLD MBIfD HEAEON,ANO N NE ASSIClJEES OF Nf(ENDING lNSRNRaN,WARAN)EES ARE NOT 7RANSFERABL( A)DWELLING W/COVERED PORCH&BALCONY 1,739 SO aT, DIE CfF5FI5 OR 0/MEVgpyS SHOWi HEREON FROM DIE PRDPFRIY LIN£S 70 R!E SIRUCNRES ARf fO`r A S^Fq{iG pURPGSE AAro Ug THfRFfGPF INFY ARE ` PROPOSED LOT COVERAp/.E CALCULATION. NOr WrEimen ro MUVIMfNT THE PRwERn unfs as m Wrof•iNE ERECnav 6�-EfNrr$ApDinpyAL SIw0NRE5 ai AND OwEa iMPRo4EMENTs EASEAIENTs 7,739 x 0.766=28667<289c( y ANO/Q4 SUBSVRFACF SRtUCNRES RECLtROEO OR UNRfWROED ARF NOi WARAN/EED WAESS PI/YSlCAILY INDENT ON RIE PREMISES AT NE ME OF SURVEY B)GARAGE..16 S 0 ! ' PROPOSED DWELLING SURVEY aF•LOT 11 BLOCK 2 CERTIFIED TO LISTA MAKIMSON CANNON; 660 x 0.166=709 56<T 10cf EENREAR DECK, COVERED _ MAP oF,BEIXEDON ESTATES Cannon Residence ` 399ci REQUIRED ti+ ENTRY& WOOD STEPS - 2,242 S F. FIDELITY NATIONAL TIRE INSURANCE COMPANY, NO WATER (2)$'DIA x 5'DEEP'DRYWELL-422cf PROVIDED r'• PROPOSED GARAGE 650 SF FT ED MARCH i6, 1946 AS //1472 726 ArshivTlomaque Ave 17' PROPOSED OUTDOOR SHOVER 8 S F s uA Eo AT,SOUTHOLD Southold,NY C)GRAVEL DRIVEWAY-,250 SO Fr TORR OF SOUTHOLD SEPT. 28, 2015 1,155 x 0166-20750<208cf `` KENNETH M WOYCEIDK IAND SURVFYTNC,PLIC McDONALD GEOSCENCE (1)$row x 5'LEEP DRYWELL=211cf PROVIDED TOTAL PROPOSED COVERAGE. 2,910 S.F. or 14 9% SUFFOLK COUNTY,NEW YORK Profeeafonal Imd Surveylag ane neelgn P Q Boz 159 Aquebogue,New York 11931 REVISED D2-O5-16 R'-E d 15-52 SCALE 1-20• DATE MAY 5, 2015 NYS LrSC NO 050887 P80-(est)zea-1¢eB rAx lest)ace-Sma . m.mi.m=!w...ww w mma l ee�T a c®n.0 x ieTrsee i- Cover Sheet Scale As Noted t All Drewinga Pnntetl an 31x17 Pa per Scalere50%Scale Above A-000 ®2016 Meryl Kramer Archgect S.C.T.M. NO. DISTRICT. 1000 SECTION: 66 BLOCK: 3 LOT(S):2 #R 10-16-0026 SUFFOLK e • IRTM IT OF HEALTH SERVICES I IEN APPROV'L`z C','_)NSTPLICTED WORKS FOR AF�i,,N'GLE FAMILY RESIDENCE Date JUN 2 0 2017 H.S.Raf.K10. JR L�-j TrIS W;-S;e OfsomeD and viater supply facillfies at this 9=Wn hm 2Qen InSPSZ*d 8n9w Coblied by this Depadmeng c 4 ee 7 other a eneLas aW ftr tm wtW,=y FOR A MAXIMUMaF IL BED BOOMS. LOT 10 3-4 BEDROOM SYSTEM LI LOW CAL &T. (1) 8'Oft12'OEEP LP. OUNaWY-�DEUNEA70— BY EN—CONSULTANTS JUNE 23, 2015 EL N 83-20'10" E 269/00'/ MON 21.8 2.6'E --_ELTj.T_tTW6ff_dk5UNO WIR .0. I(S LOT 11 EL 21.5 56' 0 ly� 20 1.5, EL 20.1 8 16 12 0.- 0 ��cad� Ql?,qVf� zzz5oz' All X, & D COryC51.6f- S7)- 97 .2' .1 Wqtk "o!' k- 78 JUN 2 6 2017 WIFOL111 e, EL NO FLR. U.P. t -.j - 5.7'xB.o. CONY F1 91 A EL 2 1. 0 LP. GAS 'w67 BUILDING DEPT EL 20.0 (SDRY\, XTOWN OF SOUTHOLD X X EL 20.2 bo IN IV "Vo 4 110 16 1: 1.5'E EL 22 1583020'S83020'10"W 20 18 IOVIDE NON—TURF BUFFER V REVISED 05-23-17 LOT 12 FINAL SURVEY 04-15-17 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM PANEL#36103CO15811 AND OR DATA OBTAINED FROM OTHERS. UPLAND AREA: 19,511 SQ.FT. or 0.45 ACRES UPLAND DATUM: NGVD 1929 AREA: 19,81,1 SQ.FT. or 0.45 ACRES ELEVA77ON DATUM. DEPTH SOUNDINGS DATUM- MLLW 0.0 UNAUTHORIZED AL7ERA71ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777IJ77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE 774E OFFSETS�OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUC-7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E TIME OF SURVEY SURVEY OF: LOT 11 BLOCK 2 CERTIFIED TO: LISTA MAKIMSON CANNON; MAP OF: BEIXEDON ESTATES FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: MARCH 16, 1946 AS #1472 SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC V SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE # 15-52 SCALE: 1"=30' DATE: MAY 5, 2015 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk Generated by REScheck-Web Software Compliance Certificate Project Cannon Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 3,818 ft2 Glazing Area 26% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 725 Arshamomaque Lista Cannon Southold, New York 11971 0 • • Rn., fG 4>>�<; '�°'i .g? is� .�: :.q Compliance: 12.4%Better Than Code Maximum UA: 708 Your UA: 620 The%Better or Worse Than Code Index reflects how close 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall:Wood Frame, 161n. D.C. 554 30.0 2.0 0.043 18 Orientation: Front Window: Wood Frame, 2 Pane w/Low-E 75 0.290 22 Orientation: Front Door: Glass 50 0.290 14 Orientation: Front Wall:Wood Frame, 16in. D.C. 930 30.0 2.0 0.043 34 Orientation: Left side Window: Wood Frame, 2 Pane w/Low-E 109 0.290 32 Orientation: Left side Door: Glass 20 0.290 6 Orientation: Left side Wall:Wood Frame, 161n. D.C. 567 30.0 2.0 0.043 11 Orientation: Back Window: Wood Frame,2 Pane w/Low-E 134 0.300 40 Orientation: Back Door: Glass 186 0.350 65 Orientation: Back Wall: Wood Frame, 16in. D.C. 919 30.0 2.0 0.043 32 Orientation: Right side Window: Wood Frame, 2 Pane w/Low-E 172 0.300 52 Orientation: Right side Ceiling: Flat or Scissor Truss 593 32.0 2.0 0.032 18 Skylight: Metal,Thermal Break, 2 Pane w/Low-E 25 0.420 11 Project Title: Cannon Residence Report date: 05/06/16 Data filename: Page 1 of 7 Gross Area Cavity Cont. Perimeter Ceiling: Cathedral 1,120 33.0 2.0 0.029 32 Skylight: Metal,Thermal Break, 2 Pane w/Low-E 23 0.420 10 Floor: Unheated Slab-On-Grade 192 10.5 0.681 131 Insulation depth: 6.0' Basement: Solid Concrete or Masonry 365 15.0 12.0 0.032 12 Orientation: Front Wall height: 8.8' Depth below grade: 7.9' Insulation depth: 8.8' Basement:Solid Concrete or Masonry 504 15.0 12.0 0.032 16 Orientation: Left side Wall height: 8.8' Depth below grade: 7.9' Insulation depth: 8.8' Window:Vinyl Frame, 2 Pane w/Low-E 12 0.350 4 Orientation: Left side Basement: Solid Concrete or Masonry 504 15.0 12.0 0.032 16 Orientation: Right side Wall height: 8.8' Depth below grade: 7.9' Insulation depth: 8.8' Window:Vinyl Frame, 2 Pane w/Low-E 16 0.350 6 Orientation: Right side Basement:Solid Concrete or Masonry 97 15.0 12.0 0.032 3 Orientation: Back Wall height: 8.8' Depth below grade: 7.9' Insulation depth: 8.8' Wall:Solid Concrete or Masonry w/Interior Insul 268 15.0 12.0 0.040 8 Orientation: Back Door: Glass 78 0.350 27 Orientation: Back Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Cannon Residence Report date: 05/06/16 Data filename: Page 2 of 7 li REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspecti6n/Pl6n Review Complies? Comments/Assumptions & Req.ID Value Value 103.2 :Construction drawings and {❑Complies [PRM documentation sufficiently ;' }❑Does Not ;demonstrates energy code " '`-• " ., ° ;compliance for the building i ❑Not Observable , envelope. t; }❑Not Applicable 103.2, jConstruction drawings and ;=m „ ❑Complies 403.7 ;documentation sufficiently ?❑Does Not F [PR3]1 demonstrates energy code .' S ;compliance for lighting and =❑Not Observable ; mechanical systems.Systems - (_ _❑Nat Applicable ;serving multiple dwelling units ; ;must demonstrate compliance with the commercial code. , f 403.6• , Heating and cooling equipment is; Heating: Heating: ❑Complies [PR212 i sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not t ;on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ;❑Not Applicable , f f Additional Comments/Assumptions: 1 ,High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Cannon Residence Report date: 05/06/16 Data filename. Page 3 of 7 • Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 Exposed foundation insulation ;❑Complies ; [F011]2 3protection. UDoes Not ❑Not Observable ❑Not Applicable 403.8 ;Snow melt controls. ;❑Complies ; [FO12]2 ;❑Does Not ; ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: { 1 (High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. Cannon Residence Report date 05/06/16 Data filename: Page 4 of 7 Section °' - E. plans Verified Field Verified g :p-# Framing/- ;In InspectioComplies?£ Comments`/Assumption`s & Req.ID. Value Value 402.4.4 ;Fenestration that is not site built ❑Complies ; [FR20]1 ;is listed and labeled as meeting r: s e _; .n" ;❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 _ r ` ❑Not Observable or has infiltration rates per NFRC '4.;=._, = `, :400 that do not exceed code m F f' ;5 ❑Not Applicable ;limits. 402.45 I IC-rated recessed lighting fixtures "' ;❑Complies [FR16j? I sealed at housing/interior finish ❑Does Not and labeled to indicate&It;= 2.0 • i M:.<' ; •�- ^. :,Fe ":` J❑Not Observable ; cfm leakage at 75 Pa. °J❑Not Applicable ; 403.2.2 IAII joints and seams of air ducts, .' ' _ 'b`" ❑Complies [FR13]1 Jair handlers,filter boxes, andf: ❑Does Not building cavities used as return w. !ducts are sealed. _1❑Not Observable ;❑Not Applicable 403.2.3 '1 Building cavities are not used as ! j❑Complies ; [FR1! !ducts or plenums. ❑Does Not ❑Not Observable ; ❑Not Applicable ; 4033' , ';HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 i above 105 °F or chilled fluids T❑Does Not Ibelow 55 °F are insulated to R-3. ; ;❑Not Observable ; ❑Not Applicable 403:4. ,Circulating service hot water R- R- ;❑Complies ; [FRIEW' ;pipes are insulated to R-2. T Does Not :[-]Not Observable 1 ;❑Not Applicable 403:5 '.;Automatic or gravity dampers are v zt ;ix> M '` a ❑Complies ; [FFt19]2 installed on all outdoor air ❑ t Does Not )intakes and exhausts. []Not Observable ; - - : ❑Not Applicable ; Additional Comments/Assumptions: 1 !High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Cannon Residence Report date- 05/06/16 Data filename: Page 5 of 7 • Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation labeled or ❑complies [IN13]2 installed R-values provided. UDoes Not IQ ; ,❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 j High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Cannon Residence Report date: 05/06/16 Data filename: Page 6 of 7 Section Plans Verified Field Verified' , # Final Inspection ProvisionsValue Value Complies? Comments/Assumptions & Req.ID 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 :verified by blower door test result ❑Does Not [FI17]1 of&It;7 ACH at 50 Pa.This ; 16 ;requirement may instead be met ; ❑Not Observable F !via visual inspection, in which ; ❑Not Applicable ; ,case verification may need to ;occur during Insulation ; :Inspection. 403.2.2 ;,Duct tightness via post- cfm cfm ❑Complies [F[4]1 (construction with maximum E ❑Does Not I leakage of 8 cfm to outdoors, or : !12 cfm across systems. For ❑Not Observable rough-in tests,verification may E ❑Not Applicable ;need to occur during Framing ;Inspection, with maximum :leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 {Programmable thermostats °❑Complies [17I91z :installed on forced air furnaces. ;❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ; ''❑Complies [FI10]2 :on heat pumps. . '❑Does Not i i ✓ i '❑Not Observable `❑Not Applicable 403.4 :Circulating service hot water <❑Complies [Flll]z !systems have automatic or ❑Does Not !accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. '.❑Complies [FI712 '❑Does Not 1 0 ; t w b !❑Not Observable Y< :.'j❑Not Applicable 3033 ;Manufacturer manuals for ( -❑Complies [FI1813 'mechanical and water heating I - ❑Does Not equipment have been provided. t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: t 1 !High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cannon Residence Report date: 05/06/16 Data filename- Page 7 of 7 2 010 New York y Energy Conservation Construction Code Energy Efficiency Certificate 0 • q Above-Grade Wall 32.00 Below-Grade Wall 27.00 Floor 10.50 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): villilliplig, lip ''gap o.. Window 0.30 Door 0.35 Skylight 0.42 Heating System: Cooling System: Water Heater• Name• Date• Comments TRUSS PLACARDING REQUIRED DRAWING ISSUE DIkTES I ./ Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 { 'i AT Client Meeting Set 08.12.2015 1!{ Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 ;j: CD Structural Engineer,. 10.23.2015 S.C.T.M.# DISTRICT: 1000 SECTION: 66 BLOCK: 3 LOT: 2 / urs a,.aa., 8d toxon® .� / / / cndM sac t/olta ` ; r,;-,r F..I f . „ , I I:•r r ,, Construction Set 00.00.0000 / 1 p r r 1 p , / REVISION DATES T TI it !r a ! 1 c. _ 1 �7 I c� \STEREO nc, Ii © �r -- r^-__ _�Y rr J Q` µYl R, I Or^0 r_ r ,1 Q /1 � m � �► 'Y�, to S OF 20 __. ,....: . _ . . . .: , ,,, •. ,,, . .._„ ,-' CD i rl r 18 / 3 �� c' �?g802 �ti_, .,5,!_,r..,, © L . Ir_��` �= •� �'�� t�t6 CA11yq �..._ . . u... �, LOT 10 DWELLINGS --�JI -�__ t 2 10 6 LK RAMPWYO `�' _ DO NOT PROCEED WITH + W/PUBLIC WATER 8 I I FRAMING UNTIL SURVEY 3-4 BEDROOM SYSTEM 150' -- -- -- Z TIDAL WETLANDS OP' rOUNDATION LOCATION r ` F�,, 1,000 GAL. S.T. EXISTING BLOCK CESSPOOL BOUNDARY AS DELINEATED HAS BEEN APPROVED. / (1) 8'DIAx12'DEEP L.P. TO BE ABANDONED AND U W Q � � f,.. �� ,,t�, A 1 �� BACK FILLED WITH CLEAN z / Qc BY EN-CONSULTANTS PROPOSE 1. 'a ✓' t E f ,o�'t.,r ; , N 83020 10 E COARSE SAND. BASE BID: 6' BAMBOO SCREENING n v ,'' STEPPIN 2 6 .0 0 CONC JUNE 23, 2015 r ; ,,.. EL 21.8 LE TO HOUSE STONE MON / UI`�L �t f-UL 1 PROPOSED FREE STANDING PROPOSED DI8►MI nd: t 2.6'E ..�+" _ ,� iD 4.9'S Rr P 5P 1'S PROPOSED f' l., - (� T $'�/� / I LOT ' 1 .•� ASONRY WALL DRY WELL r_ O - Wall To Be Removed 6 J V ! ! 1 i V!"i 1 I w, U.P. /r _20 �I �8'DIAx5'DEEP P WOOD 7.0 S WOOD DE ! /(v"� PROPOSED PROPOSED _ GUTTER DRAIN Q I L.P `� N �PROPOSED EIPS TW 20.0 TW 18. WITH AL LOUVE ED / f Wall To Remain (� ('� (� j (� ,/ MASONRY k 5 `�-�� \ / -_ WINDOW W 18.5 1 / 0 - V Li V U PAN C I� APRON Lv 0 IRE Ory-G OS fO j _ PROPOSE Q BW 1 .5 TRELLI „ New Wall h'Op 1 WELL STOOP /v I PROPOSED AERN '� Rq0 r r� �� New Foundation Wall DRY WELL Tom. U �' Q S' NRy� r 8„OA i I r jQ N N. PROPOS 18" `� -------- Lines Above 8'DiAxS'DEEP � '�/ �i 8'MIN lL1j / ; ROA OIL TAN J 6p• 200 Q HIGH AINlNG r pr r ® - Lines Below PLUME RCER TIFICATION p lNGR01lJN r WALL J,fO / r 1 ry ----------- 0/' r -AD CONTENT BEFORE PLUMBING r E _ oSFa E REMovEI h' _ � ' X ' r ,l._�_ I Mq I . ....':'." -' -- r � Xx ^� ti r -•-•----- Guidelines ALL PLUMBING WASTE i uR'I / pF KORO ., SONRY zl,s..," T- x I "> ^� ✓ GEfsTfFr'CATE OF OCGIIPANCY &b dATER LINES NEED 1 /o� osF qcK Q 2RsnM: C� l Fence P r Rti f� W r 4 r x SOLDER USED IN WATER TESTING BEFORE COVERiN ttaP I 0 \. �R��Eyyq R F� - . 2� /��_ - DWELLING. X2.0, \ ��Q BW 14.25 � rl a it � x soy Door Ta P� S' o (23 5 /�D WALK-0 CELLAR 9 _ �8 0 g cb `f W M.ASO RY PATIO ' v SUPPLY SYSTEM CANNOT r g � ��,;-` ^ � a ovER - NEAT PORCH EXCEED 2/10 OF 1%'LEAD. CO _-_ ry"�' PROP. PORCH \ a 1 V U.P. r a! / r� _� _ RM �' S `1 COVERED 1 L./� _ S,f. Q soy W 56'a V� (�f GA 1 ENTRY PORCH �/r )r�,` ; �`\ QW/EOOF H i r / C� O Window Tag CK MR �Ii; '1' gr,y a,,r ,r.qi a•.� c q^S aW ! CIDCv i W r_ GH �\" ��\ �� /Sl�� .. .1 f r ,..I::,. a•: eicc.a) a G A /1 -H/ J y -✓ y�``� �`� 28 OAKi �F VACANT _ _ -tiStiN_-- r,-. ,r zaDr 0„oAK +, S�/rNc c> 1 r o �- r:.1. ',r r¢ { . .•., t +� - -r/ �/f `.r� `� W/STOR G OVERE RDECK ,f B�Cfr� CkQ 1 SheeSectt A-XXX AGRICULTURAL f. �' z� x x x c to kilt:... !sC.�Iti{ii:.@., � .-` W.V. � J { a Lam► ... EL 22.1 r r\ EL(23.5) 4 h x 1 , •, +4el�*+ 150 1' -- ��-- - -'_ -` i { PROPOSED O TW 15. 5 8�' .4 _,Ia 1%I,t, �1{',.;I I.:i;W i"iu�L a,�.{1!Or . .x � I�.=a PROP ED ATER SERVICE \ J DRY WELL t / , ( ---- TS 23.0 I 16 BW 14. 5 + W 1 1 1 it jr ! (, Wit--!. Detail Tag I 1.5'E 8 DIAxS'DEEP BS 18.0 BS 15.75 PROPOSED �+ 1 , EL 22.1 0 '� EXISITNG EXISTING 1 STY FIRM PROPOSED r. 2 rj 9,Q Q o ! x 5 8 3 2 0 10 EXISTING STEPPING WOOD STEPS t ASPHALT DRIVEWAY FRAME GARAGE STONES DWELLING #725 g 1 f TO BE DEMOLISHED PROPOSED 18" CO - Elevation Ta I TO BE REMOVED PROPOSED Cv i Cw`'E DWELLINGS TO BE DEMOLISHED OUTDOOR HIGH RETAINING , FI FES I r-- - FFL 23.3 SHWTIMBER WALL p / Y CELLAR 14.9 � + �v/PUBLIC WATER r -_.� . _ - __ 4'x4 WALL 'v �'- r � ANCHOR STAKE X XXX X Interior Elevation Tag r 150' -_ Q X �(�T If Ir I f " ^a [� COMPACTED SOIL ADJACENT / r ! / t 11 TO BALES TO PREVENT ! r UNDERMINING BINNNG WIRE TYPICAL SILT ► •DWELLI r OR 'tf:!NE SCREEN�L.. T1QN. NS r j •) U f I -j r z FLOW I STAKED AND ENTRENCHED GEOTEXTlLE FABRIC I I LU I I p r . . STRAW BALE I r O I r SUPPORT POSTS �- I I - p r / ::tti$ 3' MIN. WOOD OR METAL FLOW DIRECTION _ - �f CATWALK Q Y EXISTING GROUND / ♦' MIN /\\ j� q EXCAVATED AND ~!_- _X ELEV. 22. ! BACKFILLED TRENCH f ! e• IN. M E R Y L KR A M ER OL DR BROWN 1.0' a r c h i t e c t I SANDY LOAM EXISTING GROUND 1=1 i 1=1 11=1 I I-1 11=1 11=1 11= 11=1 11= 11=1 11=1 11=1 11=1 I I�I I: - BROWN -III=III=ill=III-III=11-11 III-9 II =III=III=III=11t=III= SILTY SAND -I= = X111=_ =1 I- -I f-111-III=1TI=111 11: S M 3.0 _I 11-i i lMl�I-III-I 1 I-I 1 1-n I. _I� a I_I I _I I t_I I I_Ti�l i I_u 1- 2 I 3 E . FRONT STREET 2' MINI" FIRM PANEL 36103CO 158H POST OFFICE BOX 6 8 3 TOWN OF SOUTHOLD � G R E E N P O RT, N Y 1 1 9 4 4 UPLAND DATUM: NGVD 1929 - PALE EXISTING LOT COVERAGE CALCULATION: DEPTH SOUNDINGS DATUM: MLLW 0.0 6 3 I - 4 7 7 - s 7 3 6 BROWN EXISTI-NG DWELLING, DECK & CONC. STOOP: 1, 197 S.F. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINE UPLAND AREA: 19,51 1 SQ.FT. or 0.45 ACRES LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ON5 m kc a r c h i t e c t . c o m SW TO EXISTING GARAGE: 442 S.F. AND OR DATA OBTAINED FROM OTHERS. COARSE TOTAL EXISTING COVERAGE: 9,639 S.F. or 8.4% AREA: 19,811 SQ.FT. or 0.45 ACRES ELEVATION DATUM: _____________-_-_-____ SAND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 3.g ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ON DRAINAGE CALCULATIONS: TOWN OF SOUTHOLD LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE A) DWELLING W/COVERED PORCH & BALCONY: 1,739 SQ.FT. PROPOSED LOT COVERAGE CALCULATIOI\J: NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS 1,739 X 0.166=288.67 < 289cf AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY B) GARAGE: 660 S.F. PROPOSED DWELLING SURVEY OF: LOT 11 BLOCK 2 CERTIFIED TO: LISTA MAKIMSON CANNON; Cannon Residence 660 x 0.166=109.56 < 110cf W/REAR DECK, COVERED MAP OF: BEIXEDON ESTATES FIDELITY NATIONAL TITLE INSURANCE COMPANY; 399cf REQUIRED ENTRY & WOOD STEPS: 2,242 S.F. (2) 8'DIA x 5' DEEP pRYWELL=422cf PROVIDED PROPOSED GARAGE: 660 S..F. FILED: MARCH 16, 1946 AS #1472 725ArshamomaqueAve NO WATER SITUATED AT: SOUTHOLD Southold, NY 17' C) GRAVEL DRIVEWAY=1,250 SQ.FT. PROPOSED OUTDOOR SHOWER: 8 S..F. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SEPT. 28, 2015 1,155 x 0.166=207.50 < 208cf TOTAL PROPOSED COVERAGE: 2,910 S.F. or 14.9% SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design McDONALD GEOSCIENCE (1) 8'DIA x 5' DEEP DRYWELL= 21 1c PROVIDED P.O. Box 153 Aquebogue, New York 11931 FILE �/ 15-52 SCALE: ' DATE: PRONE (831)298-1588 FAX (831) 298-1588 REVISED 02-05-16 1 =20 MAY 5, 2 015 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth U. troychuk Cover Sheet Scale:As Noted All Drawings Printed on 11x17 Papier Scale is 50%Scale Above 000 © 2:016 Meryl Kramer Architect All Rights Reserved FRAMING N= THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS|NTHE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION DFTHE ENGINEER PRIOR 000NSTRUCTION. DRAWING ISSUE DkTES Joint Description NailSizes Spacing WOOD FRAMING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1.1 PRESCRIPTIVE DESIGN WIND LOAD-120 MPH FOR THREE SECOND GUST EXPOSURE ZONE'B" Client Meeting Set 06.18.2015 ICE SHIELD UNDERLAYMENT =O^'`°`~~"'°" 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Client Meeting Set 08.06.2015 FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS Rafter ' ' ' per rafter Client Meeting Set 08.12.2015 REQUIRED / FB=825PS| GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING � ---'g---'- --P--`T--'---' perjoist PV~95 PSI Client Meeting Set 08.20.2015 / .~..g'~~^~.....`''~'~' `'~~~''~^~~' - -- each lap Client Meeting Set 09.28.2015 20 120 B SEVERE 36"(TOP) M to H S to M YES 1984/1998 FIC PERP=O25PSI : Ceiling Joist Laps over'"'""o =ra"=`=="/ - ^~~ ~~`^~~ Structural Engineer 10.23.2015 I E=l,6O0,0OOPSI Ilar Tie to Rafter(Face-nailed) 2-8d per tie Co S. s�� to (Toe-nailed)|mo) � oo �c �m �Nl��|N�E V�BR0��0M�ETHEFDL0�M8��|�U� } �~ � - � -- SPECIFICATIONS:1 Rim Board to Rafter(End-nailed) 2 end Construction Set 00.00.0000 FB~2,QO0PSI / WALL FRAMING FV~2QOPSI �| � | PCPERP~G5O�� REVISION DATES ��-- -�r-- Top Plates at Intersections(Face-nailed) 4-16d joints-each side E~2,000,}0OPSI Header to Header(Face-nailed) 16d 16"o.c.along edges 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: GIRDER ASSPECIFIED F8=2,800 PSI Toop or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud Fv=38OPSI AJ BLOCKING PER FOPERP~74OPSI eikED AI MANUFACTURES SPEC. �~�.1D�'O0OPS| JOIST A8SPECIFIED (1)CSIS METAL STRAP PER 1,2 STUD w/(8)8D COMMON Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d perfoot 4.ALL TREATED LUMBER|STUBENO.2ORBETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM METAL HANGER PER NAILS PER 120 END LENGTH SPECIFICATIONS: All MANUFACTURES SPEC. FB=975PSI FLOOR FRAMING JoPiStto Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist FV~175PSI ~ o P�PERP~5G5PSI E~1,600,000 PSI ~ ' 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN OF NE14 Typical Joist H0 r (Face-nailed) 3 Gable Roof Plan:10 to 45 degrees ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Not To Sca|eJoist on Ledger to Beam(Toe-nailed) 3-8d perjoist Band Joist to Joist(End-nailed) 3-16d t perjoist O.ALLSTR8PS.D0NNECTORS.PLATES.BOOS.NA|L8.BC.ARE TOBEGALVANIZED 0RSTAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL ------ -ill-or Top Plate(Toe-nailed)ROOF SHEATHING NAILING SCHEDULE CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ROOF SHEATHING Zone I Zone 2 Zone 3 Zone 4 7.ALL FLOORSHEATH|N8|STOBE23#32INCH AOlYPEPLYVV0OD.TONGUE AND GROOVE,WITH ANAPASPAN RATING Structural Panels 8d 4"o.c.perimeter zone other OF48/24.FLOOR SHEATHING SHALL BEGLUED AND SCREWED TOTHE FLOOR JOISTS(G^O.O.EDGES AND 12 0D.C. RAFTER FIELD). DraMng Legend: FIELD 3" O.C.interior of panel Wall To Be Removed (1)8|NYP8ONHR8TF6APPER 41 8.ALLWALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE I PLYWOODAND SHALL BE NAILED WITH IOD RAFTER m/(0)N10OR 10D COK4&40N NAILS O"0.C.EDGES AND 12^O.0.FIELD. Wall To Remain PLYWOOD NAILS SILL PLATES RNERS 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 81 MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. New Wall � STUD WALL ALL1/2"BTER|ORpLYW00DWALL5HEAJH|NGT08ESECUREDVV|TH8DCOK8rN�� 1O.DOUgLE]0S7SARETOBE|NSTALEDBEL[8NPARALLELVVALLS. Lines Above NAILS-21/2^X1O1/2"GA,PATTERN ASINDICATED ABOVE Gypsum Wallboard 5d 7"edge/10'field 11.BL0CK|NG|ST08EINSTALLED ATALL POINT LOAD BEARING POINTS. - FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFERnD"FASTEN|NG Lines Below SCHEDULE FOR STRUCTURAL K4EM8ERS'-NEW YORK STATE CODE BOOK. 12.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. Guidelines omv:w'a'Pa'=" | ~~ (see table~.~' 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316Fence Rafter/Plate/Stud Connection Header & Post Tie Downs Simplified ^ Y'fid Roof Sheathing Nailing Schedule Filberboard Panels STAINLESS STEEL NoG DoorTag t To `~^ '~ ~~~'~ 14�LL BOLTS NUTS AND Scale / ,xxm| Gypsum Wallboard STEEL Window Tag (see table 3.9) SCREWS 12" ,vvm,ry O.C.'�' UGHTYV0O�FRAW1EVY�LLHardboard1. ALL STEEL|STOBEASTMSPECIFICATION/-3O I Particleboard Panels Eld (see table 3.9) Dilagonal Board Sheathing � �LL80LTEo��NNE�'|0NSAR�TD8E�xDEvv|TH�325B�O� Sheet A-XXX VVASHER�Yp.> 2-8d per support � ' � 3. SQUARE/RECTANGULAR AND{XRCUiARt0LVkXNSARE TDBEASTM SPECRCATONA5O0 Detail Tag1/2"PLYWOOD i NG 4. ALL COLUMNS ARE TDBEBOLTED T0STEEL GIRDERS WITH 1#2"BOLTS ORUNLESS OTHERWISE SHOWN ONTHE � S1ructural Panels PLANS. GLASS | zn,/nm, " edge/12field 5. 1/211 WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN CS18 METALi U /UU greater�»a»z i o u«��/ n xum SUPPORTS. STRAP PER STUD w/ WALL STUD YD�iagonal Board Sheathing PLASTIC-COATED G ALL YYElDED0ONN83�|ONSARE TD8EDONE aYA CERT|REDvVsLDERAND CDNFORKxTOAWS AND A|SC Interior Elevation Tag NAILS PER END PERx�ANENTVYO0DSCREW ' STANDARDS. per support ANCHORS I"x 10"or wider 3-8d GLASS x 5.ALL WELD JOINTS ARE TDUSE E7OXXELECTRODES. i I Nailing requirements are based on wall sheathing nailed 6'on-center at the panel edge.If wall sheathing is nailed Z 1/2"PLYWOOD �n | 3"on-cente,atthe panel edge to obtain g-r--- -------'nailing- requirements- - - structural members shall FLOOR JOIST S'ALLG|RDERSPL|CESARET08EK4ADEAaOVEC0LVK4NS' be doubled,or alternate connectors,such ooshear�a�s'ohoUboused 0nm i i m load path. '' ( ,^^ ANCHOR BIOLIS \-�-/ - 2 When wall hoothingisoontinuouoovp,onnnoctodmomboo.thatobu|atndnumberuf nails shallbi d toh.oreduced tn1'1Ddnai|per foot. --WASHER(RP.) L PLYWO0DDPEN|NGS WALL STUD | U |||]!| ~ PROTECTION;THICKNESS MUNDMION NOTES: PROPERTY ADDRESS 655 ARSHAMOMAQUE AVE. MASONRY WALL ----3"No.8SCR�y/S12°D.0 SOUTHOLD NY,11971 DEPEND�VNVV|NDO�OPEw|mG M)CS1BK1ETAL � WIDTH(1) THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO STRAP PER STUD DETAIL A'TYPICAL ATTACHMENT 0F THE ATTENTION OFTHE ENGINEER PRIOR TOCONSTRUCTION. ZONING rq ^J ml(8)8DCOMMON PLYWOOD OPENINGS PROTECTION T0 NAILS PER END VVD0D'FRAK�EBU|L0NG NOTE: |NUEU0FSCRBmS'LUGG WITH NUTS AND WASHERS MAY 1' ALL CONCRETE 3.5O0PSI AFTER 28DAYS MINIMUM. BE USED �'ALLREBARASTK0�O15GRADEO0. � �K �� F^[�f Floor �� 'N Anchors Stud Strap213 E . FRONT STREET s / --'--'''-EXCEEDS'''''' REQUIREMENTS 3'RJO�NG8ARE TDOEINSTALLED ONUND�TURBEDVIRGIN 80|LTHE BOTTOMS OFALL pOO�NG3ARE TOBE POST OFFICE BOX 683 Not To Scale ��OtTo ��cale ALTERNATE TO12�� PH CERTIFIED��I��O8�U��STA~LA�� E SET FORTH BYNY.STATE RESIDENTIAL INSTALLED AMINIMUM DF3'8ELOWGRADE UNLESS INDICATED OTHERWISE. PLYWOOD PANEL WINDOW AND DOOR PROTECTION MR�� ^'-- � | BUILDING CODE-SEE ATTACHED REPORT GENERAL NOTES 4 REBARINSTALLED ALONG THE TOP UFTHE FOUNDATION WALLS VY|TMOUTVV|ND{�YSARE TUBEINSTALLED 10^ | �� y��| ' ' - ----'--------^ - -- --- BELOW THE TOP 0FTHE FOUNDATION WALL.REBANINSTALLED ALONG THE TOP OFFOUNDATION WALLS WITH 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN WINDOWS ARE TD8EINSTALLED 3^BELOW THE BOTTOM DpTHE WINDOW OPENING. ACCORDANCE WITH THE NEWYORK STATE UNIFORM m k a r c h 1 t e c t . c o m BUILDING CODE,AND THE NEWYORK STATE ENERGY 5-ALL SNAP OFF FORM TIES ARE TO8[REMOVED AND REMAINING OPENINGS ARE TVBESEALED/GROUTED. CARRIAGE BOLTS CONSERVATION CODE,AND LOCAL AUTHORITIES. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS (2)2X GIRDERRELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. 4"Vent Thru Roof 4"Vent Thru Roof C !L_ - -1 1 MROOF, 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 7'THE ENGINEER|3n)BECONTACTED|pUNACCEPTABLE ORQUESTIONABLE G0|L|S ENCOUNTERED DURING WOOD POST BATH#2 EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. CONSTRUCTION AND ORDERING OF THIS --- | __12.__ o'/vo/^ mvu°'/DN]O|NTSALDNGF0UN�T|0NWALLSANua/ COLUMN AND OTHER rLO0n PENETRATIONS. PDSTANCHOR | or1 9-INSTALLED CONTRACTION]0NTS|NTHE CELLAR FLOOR SLAB EVERY l8'K4|N|yMUK0. WOOD BEAM � �u/' . 11 1/2" 11 1/2" LESS THAN 5%. CONTRACTOR SHALL VERIFY THATCannon ResIdence CONCRETE PIER |' ''� LAV.. LAVJ 1O'FOUNDAJ0NEXCm0J|ON|GNOT T0BEBACK FILLED PRIOR TOTHE|NSTALL�l0N0FTHE FLOOR FRAK8/NG. CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 11'BACKRLLALONG FOUNDATION WALLS|STOBECLEAN MATERIAL AND|STDBEK«ECHAN|CALLYCOMPACTED|N�� STEEL PLAT725 Arshamomaque Ave _LSouthold, NY T -7C.E LIFTS T0S5Y6OFMAXIMUM DRY DENSITY. STEEL COLUMN LAUNDRY 12'UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING T0NEW FOOTINGS AND WALL TOPS WITH NO.5 Deck Railing/Post Anchor KITCHEN REDARD0wEiS. Not To Scale -~-- ' �~=�`�- / | SUGGESTED UNDERPINNING PROCEDURES: 4"MAIN WASTE LINE 11 1/ A)UNDERPIN PRIOR TOADDITION OFANY NEW LOADS ONWALL Sl E It K ]N SIN SLOPE 1/4" PER.FT. W.C.i 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. ENGINEER ARE NOT RESPONSIBLE FOR THE INFORM ARCM|TE[T/ENGiNEER OFFINDINGS BEFORE PROCEEDING. -------- FW W T 1 ST FLOOR INSPECTION,SUPERVISION,OR ADMINISTRATION OF STEEL COLUMN ' ~ ' ^ CS1Bk«E7�LSTR�PS / C>UPON RECBV|NGAPPRDYA�EXCAVATE T0THE TOP DFTHE EXISTING FOOTING FOR THE ENTIRE LENGTH DFTHE *Y(8)8DCOyN01OM STEEL PLATE / j -72 AREA TOBE UNDERPINNED DNBOTH SIDES 0FTHE FOUNDAJ0NWALL REK�OVEINTERIOR CONCRETE FLOOR xG Code Requirements NA|LSPER12^END NECESSARY. LENGTH 2'T' Scale: Noted 1 12- RAFTER BATH D)EXCAVATE BYHAND BELOW THE EXISTING FOOTING ATN0MORE THAN 3FOOT LENGTHS.E)INSTALL AKEY WAY All Drawings Printed on 11x17 CONCRETE PIER APPROVED LAV. 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO BETWEEN SECTIONS.ALLOW 7DAYS CURING. Paper Scale is 50%Scale Above BLOCKING SANITARY SY8TEYN 111/2 FACILITATE CONSTRUCTION AND SHALL NOT BE ' ''"°SEF)BACK FILL AND REPLACE INTERIOR FLOOR ASNECESSARY. .4 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND C. RIDGE BEAM Q)DURING THE UNDERPINNING PROCEDURE,xHDN|TORTHE EX0TN8FOUNDATION WALL FOR EXCESSIVE k4OVEMENTAND/ORCRAOKSNOT|FYTHEARCH|TE[�/ENG|NEER|FKxOVB�ENTAN�yOR�RACKSAREN�� C.O. BASEMENT . . ^ 13 DOWEL GROUT SOLID ALL CAVITIES|NEXISTING WALL FOR EJECTOR PIT - CONSERVATION CODE. _ . . TMR�EFEETrRO�M�wVYALL Rafter Straps ��K��h ��r�/��K�l0��n �inch{�F �---' . ' '-''-' - VERTICAL RE-BAR|NPOURED CONCRETE FOUNDATION A@FOLLOWS: A-002 Not To Scale Not To '~~~'- 8q)~M.FDTN.WALL- #5RE8AR@48^O.C. 9uD^H.FDTw.WALL'#5REBAR@48^O.C. 10�O^M.F[TN.WALL'#9REBAR@48^D.C. %D 2O1GMeryl Kramer Architect Ail Rights Reserved ;LU BING RISER DIAGRAM - DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 aam neae. saa tgMrs pwm Sat 2Pjt6 P..s sa 4n5n6 Construction Set 00.00.0000 REVISION DATES I R k Rcy�� OOH Schedule01 - - -- - - --- ----- ___ _ '�� NOMINAL SIZE OPENINGS NO. MANUFACTURER Illt"iODEL NO. TYPE WIDTH HEIGHT RO Width RO Height Thickness HARDWARE _ GLASS & DIVISIONS REMARKS 001 Pocket 131-part 1010" 8'0" 10`0" 8'0" 1 3/4" CUSTOM >' X4802 �0ANEW1� 002 Swina Simple 310" 6'8" 3'0" 618" 13/4 003 Swina Simple 3'0" 6'8" 312" 619" 13/411 — -- 004 Swing Simple 214" 68" 216" 6'9" 1 3/4" 005 Swinq Simple 214" 618" 216" 619" 1314 11 DravAngL.egg®nd: 006 Swing Simple 310" 618" 312" 609" 13/4 11 _ _ _ _ = : Wall To Be Removed Wall To Remain 101 Swing Simple 3'6" 8'8 1/2" 3'6 1/2" 8'8 3/4" 1 3/4" '- " --------_--._ -------___-_--_- - W/1 8 HEIGHT TRANSOM New Wall 102 ANDERSEN A-Series FWHID2968AR Swing Simple 2'8 118" 67 1/2" 219" 618" 1 3/4" New Foundation Wall ---_____ Lines Above 103 WEILAND Slider 610" 8'8 1/2" 6'01" 88 1/2" 1 3/4" SEE 1/A-003 FOR SIZING --- Lines Below 104 WEILAND Slider 15'0" 8'8 1/2" 15'0 1/2" 8'8 3/4" 13/411 SEE 2/A-003 FOR SIZING — — — — — Guidelines — -- — — - Fence " 101 105 Pocket Simple I 21611 6,8"' 2'8 61911 1 3/8" Door Tag 106 Pocket Simple 212" 6'8" 214" 619" 13/811 107 Swing Bi-part 510" 6'8" 512" 6'9" 1 3/8" 101 Window Tag rr �� " ------- -- - nx x 108 Pocket Simple 218" 61811 210 60911 13/8"" Section X, Sheet A-XXX 109 Swing Bi- art 410" 6'8" 4'2" 6`9" 13/8 ," -x, --.' Detail Tag 110 Swin Simple 2'811 '8" 61811 ,8" 2'1011 61911 !9" 1 3/8 x 111 Swin Simple 210" 6'8" 2'2" 6'9" 13/811 — Elevation Tag 112 Cased O enin 1412" 819" 1414" 8010' 13/811 /� � �� ' '� � �� "" �� x<xxx>x Interior Elevation Tag x// 113 Cased Opening— 4 6 6 8 4 8 6 9 1 3/8 �� 114 Cased Openinq 416" 618" 418" 619" 13/811 115 Cased Opening 216" 618" 218" 619" 13/811 201 ANDERSEN A-Series FWHID3068AR Swing Simple 3'0 1/2" 67 112" 3'0 1/2" 67 1/21" 13/411 202 ANDERSEN A-Series FWHID3068AR Swing Simple 3'0 1/2" 67 1/2" 3'0 1/2" 67 1/2" 13/401 h 2Q3 Pocket Simple 214" 698" 216" 6'9" 13/8 if M E R Y L K R A M E R a r c h i t a c t 204 Pocket Simple 216" 6'8" 218" 6'9" 13/811 205 Swing Simple 218" 618" 2'10" 6'9" 13/811 207 Pocket Simple 218" 618" 2'10" 6'9" 1 3/8" 2 1 3 E . FRONT STREET POST OFFICE BOX 683 208 Swin Bi- art 4'4" 6`8" 4'6" 6'9" 1 318" _ _ GREENPORT, NY 11944 209 Swing Simple 1 216" 618" 298" 699" 13/8 6 3 1 - 4 7 7 - x 7 3 6 I m k a r c h i t e c t . c o rn 210 Swing Simple ! 2'8 1/811 618" 2'10 118" 619" 13/811 211 Cased Opening 2`4" 6'8" 216" 6'9" 1 318" I G01 Clopay lOverhead 16'0" 810" 16'0 1/201 8'0 114" 13/411 G02 ANDERSEN A-Series FWHID3068AR ISwingSimple 3'0 1/2" 67 1/2"1 3'0 1/2" 67 1/2" 13/411 Cannon Residence 725 Arshamomaque Ave Southold, NY Door Schedules Scale: Noted All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-003 © 2016 Meryl Kramer Architect NI 1110its Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 o-„ ".N., sn 10„on5 PW'Q sew 41911e asne Win1dow Schedules~ 1.00 Construction Set 00.00.0000 REVISION DATES NO. COUNT MANUFACTURER MODEL NO. TYPE RO WIDTH RID HEIGHT REMARKS A 4 ANDERSEN A SERIES ADH3454 Double Hun 3'4" 5'4" COTTAGE STYLE g 2 ANDERSEN A SERIES ADH3054 Double Hung 3'0" 5'4" COTTAGE STYLE C 10 ANDERSEN A SERIES ADH2854 Double Hun 2'8' 5'4" COTTAGE STYLE �G�STEREDgRC' D 6 ANDERSEN A SERIES AAN3020 Awning3'0" 2'0" TEMPERED GLASS AT BATHROOM LOCATIONS 2" L R.k tij� 1 F 2 ANDERSEN A SERIES ACW2840 Casement 2'8" 4'0" FOR EGRESS - WITH APPLIED CHECK RAIL TO MATCH DOUBLE HUNG G 2 ANDERSEN A SERIES ADH 2840 Double Hun 2'8" 4'0" go H 5 ANDERSEN A SERIES ADH 3040 Double Hun 3'0" 4'0" 1 ANDERSEN A SERIES ACW 3034 Casement 310" 3'4" N 9� X4802 K 1 ANDERSEN A SERIES AUXILARY Opening 7'3" 2'4" MATCH ROOF SLOPE - SEE ELEVATIONS OFNEW YO�� L 16 ANDERSEN A SERIES ATF3024 Awning 3'0- 2'4" GARAGE T1 4 ANDERSEN A SERIES ATV 3418 Awning 3'4" 1'8" OPERABLE BY REMOTE T2 9 ANDERSEN A SERIES ATV 3018 Awning 3'0" 1'8" OPERABLE BY REMOTE T3 1 ANDERSEN A SERIES Custom 2'8" 1'8" T4 I 1 NA Custom 2'4" 1'8" INTERIOR-FIRST FLOOR POWDER ROOM DMWIng`eVnd: _ _ _ _ = _ _ Wall To Be Removed Z 5 DUO CORPORATION P-N-P Hopper 2'8" 2'0" Wall To Remain New Wall New Foundation Wall -______- Lines Above ------------ Lines Below ------- — Guidelines — -- -- — - Fence G Door Tag 101 Window Tag A z Section X, SKYLIGHT SCHEDULE SheetA-XXX x r-- NO. MANUFACTURER MODEL NO. TYPE ROUGH OPENING GLASS&DIVISIONS REMARKS Detail Tag S01 VELUX VSE-M06-2004 DECK MOUNT 30 1/16"X45 314" LAMINATED LOW E3 ( D Elevation Tag S02 VELUX VSE-M04-2004 DECK MOUNT 30 1/16"X 37 718" LAMINATED LOW E3 S03 VELUX VSE-004-2004 DECK MOUNT 21t1X45 3/4" LAMINATED LOW E3 x�xxx�x Interior Elevation Tag �x M E R Y L K R A M E R a r c h i t e c t 213 E . FRONT STREET POST OFFICE BOX 683 GREEN PORT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 mkarchi' tect . com Cannon Residence 725 Arshamomaque Ave Southold, NY Window Schedules Scale: Noted All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-004 © 2016 Meryl Kramer Architect All Ritts Reserved DRAWING ISSUE DATES I Client Meeting Set 06.18.2015 Igo . ClientMeetingSet 08.06.2015 1 1 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 pr -300 -301 8" REINFORCE CONCRETE 4 GlientMeetingSet 09.28.2015 1, d _ _ - - Structural Engineer 10.23.2015 WALL W/#4 REBAR BOTH •,o a,, „ „ sm ,O 9oJ6 WAYS 12"O.C. it Jf 2W16 �) P-M sm 412"0 �r !I Construction Set 0. , 0 00.0000 Q , REVISION DATES t 1 a I °. o 4 36'-0" 2.0'-V"" 0"� do;. -L! 1L-V 8" REINFORCED CONCRETE FOOTING ;'.' • - W/#4 REBAR BOTH ;p. G\S�EREDAq,, WAYS 12"O.C. L R. n, 12"SONOTUBE SET d. A 36" INTO GRADE,TYP. ----(3)2X6 POST 410 ON 12"SONOTUBE ii t 7'-0" SET 36" INTO GRADE p '! ON FOOTING �� y� X4802 2X12 ACQ STAIR STRINGER,TY4L,11 -I r- 7 line of screened-in r----F —r-- orchaboveMOoaNEW J LTa . 0ACQ DJ @ 16"O.C. im a d e W i i ' I NEW RETAINING WALL Z ' ._ z z ----- ---- I --- rL ------ -�-�T-T__ ! I .f K• i�• y' -I'I'i' DrvMng Legend: Q � —y r 1v I. r 1 cn -- =1 '* I �� I .:: I � I ,,a d - - - - - - - Wall To Be Removed IN BEAM I I CUT EA I _ I - - - 1 a Wall To Remain 5 e POCKET FOR I I I I M' Ao NEW GIRDER N N_ _ _ I I I -100 I w 1 _o__�'-_�`� __- -_ +--�"� __n New Wall _-NC (�}�x -ASQ I :,^ W GRAVEL I i' a 'p . ;' d New Foundation Wall 00 EXTERIOR BRACE I ! j 560 117/8 1fJ1 FJ@ 16"O.C. I I C) I d _--___—_ Ines Above L' i I POST I "4 I I = 3,_0„ ' ------------ Lines Below LINE OF 00 v ! .:j I — ABOVE, I DECK ABOVE � y —•------- Guidelines x p I " I Q I I I N I I 3 LALLY 1 :'.> t o `'- - - - - - Fence ! NEW 2x8 ACQ W ! COLUMN l X I T ical Retains Wall Section - -- — - Z -- — I I - ------ --- - ----L LEDGER_,..... z @ I i �i 4 I ;" F 3 Scale: 1" = 1'-0" ios g r - -- - _ `_ - �.�..- -,. .e..i. .;;. , I Door Ta s. ;r - • - - — - . . s . . W12x35 - — - — - -- —'I ' - STEEL COLUMN r- - ___ _ _ _ - - - - - - - ------ - _ _ __ LEAN OUT - L� - IJ L CONTINUOUS TO ABOVE // w 101 Window Tag o I I I I Z w j IBEAM POCKET, >> ! n z --� Section X, P, z ----- I Sheet A-XXX I a z ; II (2)5X5X3/8 STEEL COL.ON 16"DIA, I ti I i I �+ II ! I SONOTUBE W/3'X3' 1'R.C. FTG.-SEE x r-- I $ ! v o a 3: I SII I DETAIL 3/A-100 S Detail Tag 1 p n w a :.. I Icy a — --- _ _ I �I STONE PATIO I a x ¢ - p I ! I ¢ Elevation Tag oo -- — MECHANICA I I 00 BASEMENT I I BASEMENT < ,I I _ ! ! rl __ HVAC o I�' 2X10 ACQ DJ @ 16"O.C. I � 2 x — 560 117/81fJ1 FJ@ 16"O.C. I °'" I I x -300 x xxx x Interior Elevation Tag T-1 1N FLUSH GIRDER-- 006 cv N I 'v`' ! o I �) 1 x 4 TH.P.C.SLAB W/6X6 cQ t - ":M. I 10/10 WELDED WIRE MESH M UP cce) I �I l ! ON 30 MIL POLY VAPOR BEAM o _. POST I ! BARRIER ON CLEAN ®®® POCKET,TYP. to /ABOVE, I I COMPACTED SOIL,TYP. r! o S"LALLY I I I 2 cJ o (COLUMN ! -100 I — — — --— ———— - ---- - -- - ---- -- - - - - - ------ ----- Q - --- -- ----- -- -- - -- - _ - , W12x35 it f I y r77 1 14 11 A r-- -r , I STEEL COLUMN - ----- ---- - - ------------- r-rt - rt ------ - - I 005 r'I L� L J I CONTINUOUS TO ABOVE —+ M E R Y L K R A M E R I I NEW2X8ACQ� •"� r o o !�! � @ 16 OC I .' 00 o co c� I a r c h i t e c t ! Id _.._._.._ .__......_._. w1 " m 0 4" TH.P.C.SLAB W/6X6 j 2 CUT IN BEAM I U �I m ! RAVEL POCKET FOR I I I Q pl rl BATH DR"ING RACKS 10//10 WELDED WIRE MESH] ! I O 1 W -301 o ROOM ON CLEAN COMPACTED SAND, j/ I o NEW GIRDER �--� j--� coXI� m co O TYP'. Q 04 CSI " ti cY I I o Co ° � � ! t.,. �X I C' NEW RETAININ GWALL AT 21 3 E . FRONT STREET Ll > OD1�' X = I ''.' I N `= EXISTING RETAINING WALL POST OFFICE BOX 6 8 3 ! AD R r ,. , f,., LOCATION 2X12 STAIR STRINGIER,IIYP. I r l �! o� LL 560117/8 TJ!F1@ 16°O.C. I : ,' i ;: j '�' G R E E N P O R T, N Y 1 1 9 4 4 Lel 21�;+�►: r . I I 6 3 1 4 7 7 8 7 3 6 J ____ ___ _ ____- .i I I � 2X10 ACQ DJ@16"'O.C. II ®- - - m k a r c h i t e c t c o m �ZZ EI. 4.5 INDOW q I I I r'I F- -i 12"SONOTUBE SET 36"INTO WELL Cl) GRADE,TYP. ! orG�above 8X12 P.C. FTG BELOW l ;" I I ,;'. I 32X1/ edging ./ Gce LOAD BEARING WALL $'-0" ! I r � \me of S e� _-.—�.- _..—..—... I _ ` _ _— I - - - ----- ------- --- -- ., ____ -- Cannon Residence •.`. :"h' Y `+ 725 Arshamomaque Ave 4-3/4"x16"A.B. Southold, NY i NOTE:ALL EXTERIOR STEEL TO HAVE RUSTPROOF PAINT FINISH n ! n .d 21'-6" 14'-fi" 2'0'-0" I I I L I I I FLUSH WRX40 I 1"X16" --4-#5 REBAR..- dl j� j a ONNECT TO SIDE OF ANCHOR BOLT 36'-0" COLUMN I I dI C !I ) ( I I 3/4"" -- — — 4-#5 REBAR___ _ _ Bn'ien Plan I MACHINE BOLT a --- 3/4""X7'X15° EACH WAY— I— BASE PLATE I I I I I- - I&° d :I I d.' Scale: 1/4"= T-0" "- — — 5X5X3/8 STEEL I! o' 1•I All Drawings Printed on 11x17 -- ---- PROVIDE 3/8"PLATE COLUMN _ � 4 —._( d Paper Scale is 50%Scale Above FLAG CONNECTION TO a < d I a• d ° BASEMPT- PLAN �'a I I :.'•I I d 1 --I — -- STI:COL Sca l- 1/ 1'-0" �- _ I— �. I d _ TA r——_ — ^_dam d — �. APBA-100 STEEL POST TOP OF P.C.WALL Steel Post to Beam Connection Steei Base Plate 3 North Elevation 4 Scale: 1 1P2" = 1'_ 2 Scale: 1 1S! = 1'-0" SCale. 1" = 1'-0" © 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 1 1 Client Meeting Set 08.20.2015 -300 -301 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 a P.bw sd ,omn6 pmm Sal WIG P~ as 4MR16 Construction Set 00.00.0000 REVISION DATES 361-0" 20'-0" 12'-O" RENSON SYSTEM G�gTERED,q� -IL R.K c'yi� Grill Patio 4 ' El. 20.5' /--- (3)2X6 POST 16 9� X4802 OFNEW YO 2'-8" 4'-6" --- r .'71"'1 I 1T 15*15*3/$;�T11 QQLa 1 11 1 M RASH III III I I III I l l l l l l l l l l l l l l l l l l l l l l i l l l l ! ENCLOSU DECK T2 DN• I I I I I I I I! l l l l l l l l l i l l l l l l l i l l! 11 11 11 11 III i II II II II II !p II II II Il II III! IIIIIIIIII — 1I ff,111111 II! l l l l II Il ll ll ll ll pl ll ll ll ll llDwIng Legend: 2'-101 2" 10'-3 1 2" 6'-7 1 4" 14'-4 1 2" 2'-10 8" 1 I I II I I II II I + 4X4X1/4 STEEL BRACE _ _ _ _ _ _ _______ �v�c_J � Wall To Be Removed ---------'- i II II/ / / / 1/ 1 11 11 11 11 11 11 11 11 FROM FOUNDATION UPI II Ii I1 IIdd� b H II II it 11 it 11 it 11 TO TOP OF COLUMN qWall To Remain II 1I II II II I! It o KITCHEN ! I I I I 1 L � R� New Wali 2X1LO CJ @ 16"O.C._ I I II III 11 8 J' I I I1 11 11 1 1! 11 11 11 11 W New Foundation Wall °0 i'- I I �; I I 111 1 1 1 1 1 1 11 1111 11 11 11 11 I I l l l l l l l l l l l l l l l - RAILING Z SKYLIGHT SKYLIGHT — Lines Above I - � I e II II i! II II II I ------- - *d� II IIL---J LJ I II 1 �-444=4141I-6g5)k$'/$I$tr410IO I II II ------------ Lines Below 4'-0" i ,I II II II II ii II II II II II II II II II II II II rD d - iso ( 1 11 ,1 11 11 11 11 11 I1 l i l l p l l l l l l l l l l l l l l l l i l i - - --- — Guidelines m `n 2-2x6 POSTS �� 36" j I ROLL DOWN r; I REFI' SCREENS - - - - - Fence m �, ---- _-- ---- �„-_-� , I li I1 II II II II II II U II II II 1; II II 11 II II II II I1 fA i I 1 uJ�a a_u �. >L u_a-Gl�La_L.' u ILLL L71JJJ_ 101 Door Tag - 102 W10X45 - I 'O1�V�6X35 -9 1142„LVL �I 101 Window Tag zo ! ° I 05 I 115 j I h 15'-7" 51/2"\.`5'-O" 51/2" 6'-91/2" 51/2" 6'-91/2" 51/2" 1 111 I1 ° X5X3/8 ST. COL. Ax�icx -� Section X, � Sheet A-XXX 4X4X1/4 STEEL POST ( II X4X3/8 STL.ANGLE W/3-3/4"M.B. EACH LEG 2X8 DJ @be M�JD/LA NDRY/PANTRY ' O �I o 16 O.C. w (3 O EN AB (3 I 104 ROLL DOWN Detail Tag ' o I o = SCREENS o 13 STUDY/GUEST ROOM 1 BATH#1 I _ I� 1 1 N Q o x I O 'S m Elevation Tag o + o o ==1=_=a DINING AREA o 1 J x = CD Q ( � in -6 �. m n 10 2X8 DJ @ 16"O.C. io ! �+- '- 111 I ;o D m(J 2 � 3 /2"x 7/8" PB IA z `� i, a v, -300 x<x x Interior Elevation Tag o co c 00 <o - I SHELVES 0 o LI (I n' C; 4X4X3/8 STL.ANGLE W/3-3/4"M.B. EACH LEG x v t-+ = - m (i v .I MOMENT CONNECTION @ EACH END OF STEEL co m 110 Cr) ro ' 109 � `�' m ------ ----4X4X1/4 STEEL POST 5X5X3/8 ST. COL. 6'-9 1/2" .I STOVE?? T-4 u0 7 O1-1 TRANSOM DER R00 Ia a I 1 IKE co ABOVE 1 i M T4 112) 1I 5 1/2"x 117/$"APB v ____-- - '_ _ - _W1- - -_ - _ - - al _ ,�3- 11 7/8 LVL W/2-1/2X_11 - _ ' ------ - - - - - - - - - - - - - - STL. PL.ORW10X3 1 al 106 I I 1 I — — — — uilding anove � ' —�" � ' � ' ' I I�POSTTO a M E R Y. L KR A M ER cv ei C-) __-- -�� I I 'r-- �' I l o III a r c h i t e c t ro OV RED o I I I I 1 I I I = I ( RIDGE �, 2 NT Y PORCH rl ENTRY I 11J114' I 13 I e I � I'1 ABOVE o @ @ S LIGHT —J� 1 1 S LIGHT J11 III M 3x12 RR III 5X5X3/8 ST. COL. -301 DN. E _ _FF - - ---- _ _ _ I I - 107 1'�---------------- ------ ---- --- T 4X4X1/4 STEEL BRACE ------ -- - --- ' ' FROM FOUNDATION UP 213 E . FRONT STREET x N Ili TO TOP OF COLUMN N I i OPEN TO ABOVE II = a POST OFFICE BOX 683 LIVING AREA 00 A T1 !II CV OPEN DECK M GREEN PORT. NY 1 1944 CN M = line of retaining wall below O ---3x12 RR— 6 3 1 - 4 - s 3 6 2 2X10 GIRDER I I ------- --------------- CN - - - -- - l --------------- ---- ---------- LO (� N m k a r c h i t e c t c o m OWINDOW�/ THED1iLCEIL G _ T2 WELL T2 M W/EXPO ED RAFTE 00 A T1 m 1 N (3)2X6 POS 3x12 RR ISI Cl) Q ------- -------- ------ _ o------ --------II-------- a z I'I POST TO s m Landing o I'I . _�- __q__.R-ID_G_E.A.._BOVE 00 0 N OTEI. 18.0M RnlsEo HEARTH cV s — m LO Cannon Residence T2 T2 T2 O Landin I _ - -- ' '— 725 Arsham m 5-6r1 T1 �.®' EL 23.0 o ague Ave Southold, NY DECK W00 URNING MASO RY FIREPLACE 51 2" 3'-0" 3 3'-O" 3 3�'0" 6'-3" 3'-4" 51/2" STRUCTURAL NOTES: *2-2X10 MIN. HEADER UNLESS _ OTHERWISE NOTED A *APB=ANTHONY POWER BEAM 1 st. Floor Plan 21'-6" 14'-6" 20'-0" 12'-0" �, 112" PLYWOOD SHEATHING Scale: 1/4"= 1'-0" ONE SIDE OF WALL All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-101 © 2016 Meryl Kramer Architect All RI&Is Reserved DRAUVING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 1 1 Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 -300 -301 Structural Engineer 10.23.2015 a"" m.,r eN 1UJee/1e Pedro e. we Construction Set 00.00.0000 REVISION DATES \5�BRED 4y, 4'-0" 4'-3"DORMER T-9 1/2" 22'-4"DORMER 17'-7 1/2" 3'-9"DORMER 01 A ``s s� 024802 9�GF NEW�p� l � I I , DwIrtg Legend: Wall To Be Removed 2x10 RR @ 16"O.C. 2x1O RR @ 16"O.C. CREENE IIIID PORCH I Wall To Remain 11 2-2x1Q RR /"RENSON"� I New Wall OUVERED ROOF — r r— - BELOW I New Foundation Wall oT-- - - - � - - . al,--=,�o x . SKYLIGHT N SKYLIGHT . x I I -——————- Lines Above LL C. C,L L. ©� N JL--.--�1N— - ------------ Lines Below - - - - - - - - -- - - — I 2-2x10 RR Guidelines ATTIC � ' � —•--— --- Fence CIN KNEE WALL ACCESS ! g L(32L POST,TYP.�DPANEL LU-LLi� I O Door Tag v 3-2X10 HEADER --1 5'-6" KNEE WALL 2 11-7 51/2 5-0 . 5 2 6-9 1/2 . �-..51/2 g 5 1/2 3-6 1 2 51 9 1 2 5 1/2 E u�J6-0 3 1 2 16'-6" I, 5 1 2" 101 " " " " " „ „ Window Tag U tj ine of 8 ceiling helgllt li 8'cei g h 'ght — o O:72 1 U U -x--- 2-2X6 POST I 12-2X10 o ° 010 o WALK-I o (� w o Section X, ° ►-- _ � - - — - o �, I o Sheet A-XXX o IE r -- � - �jCL. MASTER o E f `fl 4D�CKJx �I� !�SKYLIGHTJ ! `' �N BEDROOM $ I) 3)2X6 POST° x mN o I' .I 1 I' x 9--f. ; Detail Tag oOPEN ELOW c 0 I N � ---I a II _ o BATH#2 I oX .___ _ ATHEDRALCEILING o = I o 3-2x6 POST TO _ x 1 8'-0" MASTER N 203 I� C`) PROVIDE 1-2X10 RR EACHfri x MEDRO M N 2-2X10 N I Elevation Tag RIDGE a CEILING BATHROOM � p �,,, cxv N N SIDE OF 3X8 COLLAR TIE" o � ICONNECTION W/2-314 M.B.0 " 3 1/2 x 11 7/8rPB STRUCTURAL RIDGE 31/2 11 7 PB :0 CEILING p x I -� - " — N - - - o� 31/2x11718 APB K ST UCTU RID ch S STRUCTURAL RiD E p / � 2 00 � �._.... �. _ — _ ..._ . ._ � Interior Elevation TaATHE RALCEILIp hne f 9'ceiling heig t w 3 DECK -� x XXX x g .I �. 2 2X10 - - - 2i 2-2X10 2-2X10 I. o o -300 x 04 �i �i —==�E Q _! 209 I DN. __. 211 0 �r===� o == it m LU O v x 2-2X6 POST p'I 'ISKYLIGHTI' p I ti 3-2x6 PO �) �� I 1 0 SKYLIGHTS (� p = I O p O 1 O`er LSKYL.IGHTI l m O O = ! U co -4 BU N N TO RIDGE N I I J I (d) ty; ;c•� - x 0 Ii @ ----(3)2X6 POST I I i Uj N l I N x 1 x p x I 1 !, / 4-2x6 POS 4y x4 POS N I o J I 208 1 E� mN'L —J' N N L —J N Ei. N x ac r='_—� TO RIDGE TO RIDGE 1 ac ch 1 2-2X10 0 Ijn/of 8' y g hei ATHEDRAL CEILING 1 �2?K10( p 12-2x 1 a I p `I CN !-TALL o� r i . x °1� x e . , I 5 1/2"X 9 1/4"APB c X I I N51'I N 1 /H /� e 5'-6" KNEE WALL O M E R Y L K R A M E R 5'-6"KNEE WALL I SKYLIGHT �f SKYLIGHT v ' 2 a r c h it e c t Q �`�— PROVIDE 1-2X10 RR EACH I .� S01 S01 x12 RR SIDE OF 3-2X10 HEADER �� -301 CONNECTION W/3-3/4" M.B. — -------- TECO RR TO RIDGE 213 E . FRONT STREET C) POST OFFICE BOX 683 1-4 N �, CL GREEN PO RT, NY 1 1944 3x12 RR Q�� OPEN TO —————————— -----ao $Et,6W----------- 6 3 1 - 4 7 7 - 8 7 3 6 —————————— ---- ------_ -------- � m k a r c h i t e c t c o m x't~j 3x12 RR ------ -- ----- ------ — ------- Cannon Residence 725 Arshamomaque Ave Southold, NY 4'-0" 4'-3"DORMER 13'-3" 21'-3" DORMER 13'-3" T-9"DORMER 8'-3" STRUCTURAL NOTES: "2-2X8 MIN. HEADER UNLESS OTHERWISE NOTED "APB=ANTHONY POWER BEAM 2nd Floor Plan 1/2" PLYWOOD SHEATHING Scale: 1/4"= 1'-0" ONE SIDE OF WALL All Drawings Printed on 11x17 Paper Scale is 50%Scale Above i SEC ND FLNO R PLAN A-102 Scale: 1/4" = " © 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 cum ren✓.w so ,wmn" rMro s" We wme so erne Construction Set 00.00.0000 REVISION DATES ER �G\S� R.KRq y��F `A t , X4802 9�OF NEW�o Drawing Legend: Wall To Be Removed ROOF BELOW SCREENED PORCH Wall To Remain w/"RENSON" New Wall LOUVERED ROOF I SKYLIGHT SKYLIGHT BELOW --_—_-- New Foundation Wall S03 S03 - Lines Above ------------ Lines Below — — — — — Guidelines Fence 101 Door Tag r DORMER DORMER DORMER II ( 101 Window Tag Axxx Section X, Sheet A-XXX I x Detail Tag I I I x Elevation Tag I I I x<�x Interior Elevation Tag x SKY SKYLIGHT SKYLIGHT I S02 S02 S02 I I DORMER DORMER DORMER M E R Y L K R A M E R SI ( a r c h i t e c t SKYLIGHT SKYLIGHT I I I S01 S01 I I � 213 E . FRONT STREET i I ROOF BELOW I ROOF BELOW I POST OFFICE BOX 6 8 3 � GREENPORT, NY 11944 I I I I 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h 1 t e c t . c o m ------------- I i ' I I � Gannon Residence 725 Arshamomaque Ave Southold, NY Roof Plan Scale: 1/4"= V-0" All Drawings Printed on 11x17 Paper Scale is 509'%Scale Above A-103 I __j © 2016 Meryl Kramer Architect Ali Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 77 77 71, Client Meeting Set 08.12.2015 k Client Meeting Set 08.20.2015 I Client Meeting Set 09.28.2015 , • . 's Structural Engineer,eer 1 .2 3.2015 S02Pddq 9A Z"6 i . � w«,m er Q25116 I a a � ( Construction Set 00.00.0000 10 1 ASPHALT SHINGLE ROOFING . —_� elgormer a e .—-—-_ --.. _ REVISION DATES I 7.1 .. I, - - _- • - , -6 I i a -- - 61 I - I( 1 I J .. _ _ ._ 12 MAHAGONY CAP&SS- ERED AL W S CABLE 5 VERTICAL /S G�S� A�40, Z I - RAILING,TYP. �� •tt.R.khijc<` STANDING SEAM METAL ROOFING — S01 S01 N — r LO _ - — — = r -- -- _', Second Floor n N ❑ — — — — — — — — — — — — — — — _ — __ -- _ — . a -- — -- — — -- -- -- — — — -- — --- — -..— — — — — — — -- --- — — — — — — — — ----------------- --- ------- + w Living Room PL Ht. J ?� mT — — — — — -- -- - — — --- — — --- -- --- — -- ---- -- — — - — — — — — — — — -- — — — — =T — --- — — — — — — — -- -- — — - — --- -- — — ------- --- --- -- 4 _ T2 T2 \ T2 '\ T2 \ T2. \ Tt \ V-6'1if /• - -- - - -- - STONE VENEER CHIMNEY d'�9 024802 _ CUSTOM MADE WOOD �oFNYo�� CEDAR SHINGLE SIDING ;� I SCREENED DOOR /LL RENSON ROLL-UP SCREEN ` Dmvdng Legend: Wall To Be Removed 77 First Floor New Wall . .........� , • .� :. ....�., .. , .:.,. •.. ...... ... . . . ,. .-.. ;.. _, . . WIDTH WOOD New Foundation Wall STUCCO FINISH AT ALL EXPOSE - a. N F � Y�� ' Z `, ._ . 1 X RANDOM ' FOUNDATION WALLS �Lr—_ �_ - -------- Lines Above -- - _. - - SCREENING ------------ Lines Below - - - - - Guidelines -- - - ; •� Fence c 101 Door Tag Window Tag I , I , I I � I i 1 I i I I 1 _ _ _ _ EI. . _ _ _. - - _. 7 , 13.75 Axxx � Section X, r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =- _ __... _ - - - -_ _ _ _ _ __ _ _ _ _ _�-_____ .-.. __._-._..- - _.._._._. —.r._.. ..� - -.� —.�. Ground LevelPatlo SneetA-xxx I_ - � ' -I , Detail Tag 1 SW ElevaMTO�- Elevation '' - Scale: 1/4" Tag �� — x�x x Interior Elevation Tag 10 � x 12 X17.5 v .� Plate Height ._.,..__._..�.®.---.—.®. g M E R Y L K R A M E R .. NU a r c h i t a c t' � i .._ cc S03 213 E . FRONT STREET +/-4 POST OFFICE BOX 683 Second Floor - - - - - - -- - - - - -- - - - - - - ---- — GREEN PO RT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 - m k a r c h i t e c t c o m T2 \ T2 \ 71D- Ll '. ANDERSEN A-SERIES WINDOWS - �,,. ; TRASH &RECYCLE ENCLOSURE OE 101 r ' Cannon Residence _ _ _ J ' —_----___- 725 Arshamomaque Ave __...—. .—.—..—_ —.—.�.—..—.�..—. _.—. _.__._ .—.—.—.�. �. — —.— —.—. —ate ......— — — ------ — — --- --- — --- `' - -7¢ First Floor Southold, NY I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I i I I I I I I I I I I I SW & NW Elevations I I I I I I I I I I I I I I I I I I I I I 1 I I 1 1 I I I 1 II II II II II I I I I I i I I I I Scale: 1/4"= T-0" I I I I I I I I I All Drawings Printed on 11x17 _ ], Paper Scale is 50%Scale Above 2 NW ElevatiTO' A-200 Scale: 1 A = © 2016 Meryl Kramer Architect WI Rights Reserved I DRAW.NG ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 l Client Meeting Set 08.20.2015 i Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 ASPHALT SHINGLE ROOF ,i i t aelx Imew sd iomns S02 anaro so 2WO aam e , � ansn " Construction Set 00.00.000 0 i REVISION DATES D D DHFT D I D I YI G - O NsIEREN O 12 1w '4L R. 00 Second Floor ---- — --------------------- ------- — — -- — — 9� X4802 1'-6" €T2 \ T3 ORNEW Yp RENSON LOUVER ROOF p Q -———————————- F F RENSON ROLL-UP SCREEN I \ \ Al CABLE RAILING i DrvMng Legend: Wall To Be Removed 1X RANDOM WIDTH WOOD SHOWER Wall To Remain EL24 _.__......ENCLOSURE_... ........_.._ ._...._..__._..__.._.. _..__.._...__.__.____.. . First Floor .._...__. _... __ ._...._.._. .__ __.._.._.. __.._. _. _._.__ __..,_._.__.._. _..._._._.._._. ._._..__ __.__.__...._.__.__._...._.._.—.�..�.�.�. _ —.�.__ ._.___ ___ —.___.—.._.__._. ._. New Wall s ,. w e oundatlo Wall F 1N RANDOM WIDTH WOOD SCREENING 1 X 00 SC E1.20.5 O Z Z Z _------_ Lin Above Lines bo e 1 i — — =. - - -- -- — — -- -- -- — -- — - ---- ------ — - — — ---......----- — — — ------------ Lines Below = Grill Patio — —_—_—__ I r Guidelines � I r i -- —•- Fence I 1 � Door Tag 1 1 101 Window Tag I , El.13.751 —� Section X, I I - - -- - - - - - -- - - - - - - -- --- - - - - - - - - - - - - - - ------------- --- -- -- ---- -- --- --- --- -- ------------------ --- -- -- - ---- -- -- ------- ------ --- ---- + - - - - - - --- - - SheetA-XXX BasementFloor I , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1�� , - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x Detail Tag I 1 1 r I I 4> X Elevation Tag I (DAE Elevation . Scale: 1/4" i 1'-0" x xxx x Interior Elevation Tag x 7.5 L M E R Y L K R A M E R - -————-——————--—-�—-—— -- � a r c h it e c t - - - ----- ------ - --- -- -- - - -- ___� li - - - - - - - - - - - -- -- - -- -- - - 213 E . FRONT STREET C C 202 ! C C ASPHALT SHINGLE ROOF POST OFFICE BOX 683 11111 'fl F oilS03 GREENP0RT. NY 1 1944 - - _ RENSON LOUVER ROOF 6 3 I - 4 7 7 - 8 7 3 6 rn k a r c h i t e c t c o m 1 T1 T1 II�..__.) Ti � - RENSON ROLL-UP SCREEN i 4= n 104 10�3 I Cannon Residence a , -, 725 Arshamomaque Ave RAILING Southold, NY ----r 1X RANDOM WIDTH WOOD SCREENING i r , 1301 NE & SE Elevation Scale: 1/4"=1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above r I � — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — 2 SE Elevation x'11"2® 1 Scale: 114" = 1'-0" © 2016 Meryl Kramer Architect All Rights Reserved I DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 ASPHALT SHINGLE Client Meeting Set 08.12.2015 ROOFING Client Meeting Set 08.20.2015 --- — v Structural Engineer 10.23.2015 I4I Af ,a,on5 rurc � vane Ci CURVED COLLAR TIE P-M so ,,,Ste PEN Construction Set 00.00.0000 _ I I REVISION DATES Plate Height COVERED - BEDROOM 1 HALL o HALL — MASTER BEDROOM ; COVERED ROOF DECK ROOF DECKco ? io 1/4"per foot slope �� n.A 2nd Floor ' , - - - - - - - -- - - - - - -- - - -- - 1 FL oR - - - - L ------- ----- FLUSH GIRDEREll -a OPEN4802 ..---------•••., - I d'� o? II FULL HEIGHT WETLAND OFINEW LIFT&SLIDE DOORS ' i --------------- DINING AREA ( ' STUDY/GUEST I I i ROOM HALL LAUNDRY ROOM SCREENED-IN PO` CH j }I J -------------- _-_-- i DmIng Legend: 1st Floor Wall To Be Removed I ACQ DJ FL OR OIS S New Wall LNew Foundation Wall EDGER FLUSH GIRDER `-------------------- -------- Lines Above ------------ Lines Below — — — — — r: - .................... Guidelines --------------------- --•--------- Fence �._ PC SLAB los Door Tag 4 y BASEMENT _--_=- BASEMENT HALL ALL_____ DRAVANG ISSUE DATES a Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 12 —STRUCTURAL RIDGE Client Meeting Set 08.12.2015 10� Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 ---_� ObM RMex Sel tQIdO(I6 N1drq Sw 11ririrle Construction Set 00.00.0000 REVISION DATES _JH {, 1_ I �i ., TEREp ASTER R ATTIC EDRO w 1 -'' EXPOSED(3)3X12 ROOF RAFTERS Q��YL R.k . 2nd Floor ILL f ( { ( 1 II yr LMI - ! ' ® I '94802 77777— NE111I YOB ITM 8'-9"WEILAND LIFT&SLIDE DOORS KITCHE DINING AR LIVIN 3 REA ' FULL HEIGHT WEILAND LIFT& SLIDE DOORS -- Drawing Legend: 1st FloorW aBe Removed - IITo B r l �•,r i( f ti Wall To Remain m z •� ... - s New Wall k ...... New Foundation Wall Lines Above }} :� - Lines Below — '� Guidelines BASEMENT Fence r. 101 Door Tag r: Basement ti +• 101 Window Tag - - ---- - - - - - - - 7 7 74- Section X, Sheet A-XXX Detail Tag "rte 1 Buildin Section Great Room `�! Elevation Tag Scale: 1/4" = 1"-0" STRUCTURAL RIDGE,SEE PLANS x<x x Interior Elevation Tag �x ASPHALT SHINGLE ROOFING 1 12 5 f12 2" RIGID INSULATION -500 ——— 2x6 BLOCKING FOR OPEN CELL INSULATION a 1/2"PLYWOOD SHEATHING tkY I GWB M E R Y L K R A M E R � I I 1'-0" I I O.H. I 4X4X1/4 STEEL BRACE I LIVING AREA - FROM FOUNDATION UP TO 2 1 3 E . FRONT STREET I TOP OF COLUMN POST OFFICE BOX 683 GREENPORT, NY 11944 IOPEN _ 6 3 1 - 4 7 7 - 8 7 3 6 Im k a r c h 1 t e c t c o rn I � I ; y 1/8" per foot slope oiL--�"` 1 st Floor WWO667S�S1S�S Cannon Residence I + I BASEMENT = + OUTDOOR STORAGE 0 725 Arshamomaque Ave Southold, NY i i►- __� _ �_ - _ . « 4. jiiJuBasement Building Se ion Scale: 1/4"= 1"-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above (D_13011ding Section Great Room Scale: 1/4" = 1"-0" A-301 © 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 _--_ Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 . i I ( ; �W so xrene � -- - -- — — --- -- v«mn sa ansae I - -= T -- - __ -- - -- --- ---- Construction Set 00.00.0000 I - _ REVISION DATES CABINETRY BY OWNER- ! PAINTED GWB. Cl TO BE RELOCATED FROM ANOTHER LOCATION I REDgR ( -- -- -- - - - - REF. �� Q'�t.R. kn�h%fin --- -- — - - - -m--OPEN --- - - - - I i o tri 4802 7 -- --J ----- ---- — L -- --� -- _ CORNER CABINET—/ Drawing Legend, Wall To Be Removed 5 Kitchen Elevation , Kitchen Elevation Wall To Remain Scale: 112" = 1'-0" Scale: 1/2" = 1'-0" New Wall New Foundation Wall ________ Lines Above ------------ Lines Below — — --- — Guidelines — — — — - Fence loi Door Tag 101 Window Tag c Section X, Sheet A-XXX e Detail Tag Elevation Tag __ - � - — - - ---- x<x x Interior Elevation Tag FIXED o _ 0 1 - O O O I 00 I co z, U I M E R Y L K R A M E R a r c h i t e c t Kitchen Elevation C ) Kit chen Elevation 3 Scale: 1/2" = 1'-0" _ 2 Scale: 112" = 1'-0" 213 E . FRONT STREET POST OFFICE BOX 683 GRE EN PO RT. NY 1 1944 6 3 1 4 7 7 - 8 7 3 6 CO @V I - I — m k a r c h 1 t e c t c o m l i I I -------------------1 , I L------ ___I-- - __------- r------------------------- PAINTED GWB. PAINTED GWB. :00000 - -------------- ' HOOD CABINET j ., I Cannon Residence I I I I 725 Arshamomaque Ave 4 A401 2 j Southold, NY O O ' 4 0 O O O• ; TILE BACKSPLASH I I I I TILE BACKSPLASH 3 CORNER CABINET I J ' ®® O�O ® 00 "' 41-01' ,8 +/-7'-0" 8 , 41-011 o L — — — — J o - 4 O 0 0 ' CV ' Interior Details DW RANGE OVEN __-----00 --------- ----------------- - Scale: 1/2"= 1,-0.. - - All Drawings Printed on 11.x17 5 Paper Scale is 50%Scale Above I I � I I I I I I I I 1 Kitchen Elevation Kitchen Plan —Q. 101 1 Scaie: 112" = 1'-0" Scale: 1/2" = 1'-0" © 2016 Meryl Kramer Architect NI Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 aan "e.ex an WM115 cram sw crone Construction Set 00.00.0000 REVISION DATES I G\9�FREDgi4 Q 4L R. X4802 Y�OF NEW YO�� _ — z ..— PTD GWB _ PANTRY SHELVES DraMng Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -______- Lines Above ------------ Lines Below — — — Guidelines — — — — - Fence 101 Door Tag 101 Window Tag Panty Elevation Pantry Elevation "" Sheeion X, 4 Scale: 112" = 1'-0"� &Sle.ca112" = 11'-0" _ �r- x ' Detail Tag Elevation Tag x<x x Interior Elevation Tag �x I , - I I 1 1 M E R Y L K R A M E R PTD GWB a r c h i t e c t ' lg 1 - 213 E . FRONT STREET I . / I POST OFFICE BOX 683 r� I 1 I ' GREENP'ORT, NY 1 1944 I 6 3 1 - 4 7 7 - 8 7 3 6 2 m k a r c h i t e c t c o m BACKS PLASH------, ' 1 A-401 3 . - r I - I I i ---�------ Cann®n� Residence o I 725 Arshamomaque Ave Southold, NY -y Pant Elevation Panel Elevation Pant Plan 2 Scale. 1/2' = 1'-0" 1 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Interior Details Scale: 1/2"= T-O" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-402 © 2016 Meryl Kramer Architect NI Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 - - -- � gent Meeting Set 08.20-2015 Client Meeting Set 09.28.2015 TILE WALL- --- --------------- -----s 7—, Structural Engineer 10.23.2015 �---�`�_--�-'—R6`--� •Y .-- an,e .ewe., sn ,a/aone PTD GWB / \ / \ PAINTED GWB.--- ----ia• - ro zea Construction Set 00 00 0000 pwft so assn ILI REVISION DATES TILE FLOOR •-- -- - MEDICINE ? y - CABINET ... = -a-- -SHIPLAP 3.4 - - WAINSCOTTING - - 3.3 A-401 3.1 - ,S�;EREDA/coC R. w nMED _01 � `1 w - wo X4802 o w , �OF NE\0 w w' w , �• 9 I w w !I w t Drawing Legend: BasemT_�BathroomElevation Basement Bathroom Elevation BasementBathroom Elevation Basment Bathroom Elevation Basment Bathroom Plan _ _ _ _ _ _ _ _ Wall To Be Removed Sale: 11 = 1'-0" 3 Scale: 112" = 1'-0" _ mmmScale: 1/2 1'-0 Scale:-1/2" = 1'-0" 3 Scale: 1/2" = 1'-Q" WallToRemain New Wall New Foundation Wall ________ Lines Above ------------ Lines Below --------- Guidelines — — — — - Fence io1 Door Ta l PTD GWB — ------ + ----- - ---BORROWED .a --PAINTED GWB. LIGHT 101 Window Tag Section X, Sheet A-XXX WOOD FLOORING_ _ —► 2.4 Detail Tag � - SHIPLAP WAINSCOTTING d 2.3 A-401 2.1 x 2.2 "` Elevation Tag x xxx x Interior Elevation Tag 3 ------------- uu� X s M E R Y L K R A M E R a r c h i t e c t Powder Room Elevation Powder Room Elevation Powder Room Elevation Powder %00 m Elevation &P-o-w--d erP00Elevation ,� - „ ,� - " . „_ , " Scale: 1/ = 1'-Q" 213 E . FRONT STREET Scale: 1/2 1 -0 Scale: 1/2 1 -Q Scale: 112 1 -0 Scale: 112 1 -0 POST OFFICE BOX 683 GREEN PORT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m •o— PAINTED GWB. ,� --- O 1 Cannon Residence SHAMPOO NICHE 725 Arshamomaque Ave Southold, INY ! 1.4 Ca ro BEADED BOARD 1.3 A-401 1.1 ! WAINSCOTTING 1.2 I i--- - - ---- - - TILE WALL In#�n�r Daols I 0 L � TILE FLOOR O o - Scale: 1/2"= 1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above Bathroom 1 Elevation Bathroom 1 Elevation Bathroom 1 Elevation Bathroom 1 Elevation_ 1.4 Scale: 112" = 1'-Q" 1'3 Scale: 1/2" = 1'-Q" 1'2 Scale: 1l2" = 1'-0" 1'1 Scale: 1/2" = V-0" Bt' 1 Bathroom 1 Plan - First Floor 03 Scale: 1/2" = 1'-0" © 2016 Meryl Kramer Architect All RWits Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 aes r.A- sm "utsolis anam ew "tie aw„n so 4We Construction Set 00.00.0000 REVISION DATES \S�RREDgR 3/4"CORIAN __ —�_. _ TILE WALL Q� L R. K,� cy SURROUND — - - - - - - - - - - C'11 - � _ WINDOW -- - �. PAINTED GWB- PAINTED GWB. 024802 CFfVEW-I q 2.4 T i- VI/ o - A - 2.3 A-401 2.1 — o 0 2.2 Dhawing L'.@pl1d: ILL o o _ _ _ _ _ _ _ _ Wall To Be Removed ► � Wall To Remain o o New Wall New Foundation Wall _--__--_ Lines Above ---- Lines Below 3 — --- — — Guidelines — — — — - Fence Bathroom 2 Elevation Bathroom 2 Elevation Bathroom 2 Elevation _ Bathroom 2 Elevation Bathroom 2 Plan - 2nd Floor 101 Door Tag 2.4 Scale: 112 - 1 -0 2'3 Scale: 1/2 - 1 -0 2'2 Scale: 112 - 1 -0 2'1 Scale: 1/2 - 1 -0 2 —� Scale: 112" = 1'-0° 101 Window Tag c Section X, Sheet A-XXX �r- ' Detail Tag Elevation Tag - - x<�x Interior Elevation Tag x = s I SLOPING CEILING TILE WALL — — — — — 0 — l = I 1.2 MEDICINE CABIINET-- M E R Y L K R A M E R iu - ---- ---► a r c h i t a c t 1.1 A-401 1.3 o l > GLASS ENCLOSURE 1.4 SHOWER co 213 E . FRONT STREET - _ POST OFFICE BOX 683 _SHIPLAP GREE IN PO RT, NY 1 1944 - j — -- WAINSCOTTING 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m �� -•e- - -- ,' --- - — -- —PEDESTAL SINK - - Cannon Residence 1.4 Master Bathroom Elevation 1 3 Master Bathroom Elevation 1 2 Master Bathroom Elevation Master Bathroom Elevation Master Bathroom Elevation - 2nd Floor 1 1 : 1 1 725 Arshamomaque Ave Scale: 112" = 1'-0" Scale: 112" = 1'-0'" Scale: 1/2" = 1'-0" Scale: 112" = 1'-0" - Scale: 1/2 - 1 0 Southold, NY I Interior Details Scale: 1/2"= 1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-404 2016 Meryl Kramer Architect AO Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 aem so ,arsons vndm � x»ns wmn sM 4rMS Construction Set 00.00.0000 REVISION DATES �G�gSERC^ R- (p 9� �?ge02 OFNEW YORE i Drewtng Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below —•---•--- Guidelines — — — — - Fence 101 Door Tag 101 Window Tag woa - r Section X, Sheet A-XXX �r- x ' Detail Tag Elevation Tag x<x x Interior Elevation Tag x i i M E R Y L K R A M E R a r c h i t e c t 213 E . FRONT STREET POST OFFICE BOX 683 GREENPORT, NY 1 1944 6 3 1 - 4 7 7 - 8 7 3 6 ELI-E 1 m k a r c h i t e c t c o m i Cannon Residence 725 Arshamomaque Ave Southold, NY Wy 1p V Interior Details Scale: 1/2" = 1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above 1 Livin Room Interior Elevation Scale: 1/2" = I'-0" A-4- 05 __j © 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 /.�• _ _ - Client Meeting Set 09.28.2015 �• Structural Engineer 10.23.2015 I r Win so We ff 7 -- y. --•+- it - wrmn se A/2sne MEMBRANE ROOF ---- -- - --- / '/ �f �I; ' i,' Construction Set 00.00.0000 ON 1/2"PLYWOOD SHEATHING /• f j� iI, REVISION DATES 11/2" RIGID INSULATION f------- -------- -------- - j11 }{ •�/•' '� 111' .Ih PROVIDE 2X6 @ 16"O.C. --- - /' --- -- s- - BLOCKING BETWEEN 3X12RR �G�S�EREDgRC FOR OPEN CELL INSULATION, Q- L.R. K Sid, SEE SPECS /•/ ' 2 6 X4802 OP N Yp t 1/2"GWB CEILING. �- � ---— ---- ---- Drawing Legend: Wall To Be Removed fi Wall To Remain I New Wall l � New Foundation Wall ` _------_ Lines Above __', 7 --------'---- Lines Below — — — Guidelines .I — — —--- - Fence Door Tag SIIDING MATERIAL - f OVER 1/2"PLYWOOD SIHEATHING(TYP.) _: Y 101 Window Tag Section X, Sheet A-XXX Detail Tag CLOSED CELL FOAM INSULATION @ ALL EXTERIOR WALLS .j x Elevation Tag x�xxx>x Interior Elevation Tag 26 `: x NEW FLOOR(CONSTRUCTION: 3/4"WOOD FLOORING ON 3/4" -� PLYWOOD SUBFLOOR ON FLOOR JOISTS(SEE PLAN FOR SIZING) R-30 BATT INSULATION 4 BETWEEN FLOOR JOISTS i M E R Y L K R a M E R a r Ic h i t e c t 2-#5 REBAR -------- - - - . -"1 i v ' 0 I 1/2"X 12"A.B.@ 32"O.C. 2 VVI 3X3 WASHER I o 213 E . FRONT STREET PARIGED CONCRETE -- -- ---- - ---- — ---- POST OFFICE BOX 6 8 3 SMOOTH FINISH @ ALL EXPOSED FOUNDATION !; G R E E N P O R T, N Y 1 1 9 4 4 j-..,I, t,.' - I, SURFACES(TYP.) 1,4 a BASEMENT 6 3 1 - 4 7 7 - 8 7 3 6 2X4 STUD WALL W/BATT - --- - -- --- - - m k a r c h i t e c t c o m INSULATION FILL 4 0) �I FREE-DRAIINING BACKFILL ------ - ------ 8" REII NFORCED C.I.P. CONCRETE FOUNDATION � WALL Wilt/CONTINUOUS zll WATERPROOFING APPLIED Cannon Residence BELOW GRADE ON 8X16X12 a �, C.I.P.FOOTING, MIN.3'-0" BELOW GRADE(TYP.) ' " : a 725 Arshamomaque Ave ' " '< = 1 - . d a Southold, NY EX:PANSION JOINT ,let 2 RIGID INSULATION - ----- -------- j,... 2-#5 REBAR ----- - - --- Q 4 v o 4 :: - ` I� s PERFORATED DRAINAGE PIPES AROUND PERIMETER -- - 1 4 WALL SECTIONS FOUNDATION �; II III I I- 1 = --. ,III I f '' ' � I SCALE: 11/2" = f-01'�i kt I I I I All DrawingsPrinted on 11x17 a Paper Scale is 50%Scale Above i 04a" Section a e: A,-500 © 2016 Meryl Kramer Architect NUI Rights Reserved Electrical Legend DRAWING ISSUE DATES Client Meeting Set 06.18.2015 $ Single Pole Switch Client Meeting Set 08.06.2015 T Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 K� Single Pole Switch With Dimmer Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 Three Way Switch 1°'9°116 f3 PWM sm W16 a.nn s. 4a"s Jamp Switch Construction Set 00.00.0000 Duplex Receptacle Outlet REVISION DATES Quad Receptacle Outlet (® Dedicated Appliance Outlet Duplex Receptacle Switched G�gTEREpq�� 'QC► Outlet ��YL R.k,� =@�22o v 220 V Receptacle Outlet GFI GFI Duplex Receptacle Outlet N - �j� a2g802 Weatherproof Duplex Receptacle OP NEW YORE P Outlet — -77 _ ® Duplex Receptacle Floor Outlet 11, DN. jl, i '! 1 1 1 Ill I! 11 Waterproof Ceiling Fixture �Np FM Recessed Ceiling Fixture Electrical Notes: _ j i ------- II i -Switches to Ztalled @ 40"to center I -- --- i L-� -� " s II !( T7 l �; - - Surface Mounted Ceiling Fixture lige-oswitetrefrolr�8t�� oved ---- -- - IZI 1 1I f J� II II Wall ToRemain f SCEE�J �p14C -- --� �{ EtSfi P Surface Mounted Box for Hanging IIS gCwF I. ,` 'I `sl -(�- Wal CO'VER' I I I I1 I I "I f- I I I °I `1 �:� �" Pendant - Il+�teC�or,zbntally in c dNew Foundation Wall Cabinet Fixture Lines Above °1 :' 1 41t—t .. tt 11 11 !1 -Dimmers at all lights locations; Exce -- Lines Below Wall Mounted Fixture — � Guidelines -All central vacuum outlets to be A �� ;; I LL LL I I II I Q Recessed Shower Light insfalled-hori2onfallfffP69nterof "r EF. � [� ba 101 rd. -# Door Tag . Telephone Jack - - - - _- -Height of switches&outlets above • II -. . . _ .-: I ! f-IJ TV Jack a c sot ops to be coordinated withComputer Network Jack Section X, I —._. —... Sheet A-XXX C:PD11 w i _ ril I�l I I I � ThermostatDetail Tag 0 Cable Connection z Elevation Tag Smoke/Carbon Monoxide Detecto rI g' Q Alarm Key Pad • x<xxx x Interior Elevation Tag I y GF V M Floor Mounted Up-Light x Recessed Step Light �_._ _--_--_�,t• \ i f` _ I Exhaust Fan W. T. . .. I w I *.'ABAON _ �• I Ceiling Fan m s � % I fi Track Head Ll Track 1 I � wP i I --- Flood Light -. DIN.I X I t Central Vacuum 2 1 3 E . FRONT STREET Li�j TWT T1q7T t94p,:z. �, POST OFFICE BOX 6$ 3 - �----BUILT�13ENCH _. __ -._ line o —_.._._.__._ -"•" f retainingrvall below GREENPORT, NY 11944 ---- ---..-..------- 6 3 1 - 4 7 7 - 8 7 3 6 -- — --- mkarch i t e c t c o m FF�_] l� F � R?!Si D HE=ARTH BUILT-IN SHELVES It JL' -- Cannon Residence 725 Arshamomaque Ave Southold, NY DECK 1 _ Ist Floor Electrical Plan Scale: 1/4" = 1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above E-101 I © 2016 Meryl Kramer Architect FUI Rights Reserved Electrical Legend DRAWING ISSUE DATES Client Meeting Set 06.18.2015 Single Pole Switch Client Meeting Set 08.06.2015 Client Meeting Set 08.12.2015 Client Meeting Set 08.20.2015 Single Pole Switch With Dimmer Client Meeting Set 09.28.2015 Structural Engineer 10.23.2015 Three Way Switch � M r,s 3 PMV 8d vena sw aMsne Jamp Switch Construction Set 00.00.0000 Duplex Receptacle Outlet REVISION DATES Quad Receptacle Outlet Dedicated Appliance Outlet Duplex tlet Receptacle Switched �G�SjERill Q-��RYL R. v 220 V Receptacle Outlet �m aFl GIN Duplex Receptacle Outlet N $ Weatherproof Duplex Receptacle 02 v WP Outlet OFNEIN YOFZ� Duplex Receptacle Floor Outlet ApWaterproof Ceiling Fixture 6 ( Recessed Ceiling Fixture Drawing Legend: Wall To Be Removed Surface Mounted Ceiling Fixture ! k I Wall To Remain Surface Mounted Box for Hanging ---� ---� { Pendant New Wall 1 f � I New Foundation Wall Cabinet Fixture ti•� -------- Lines Above °� it I --- --._. _i ------------ Lines Below � Walt Mounted Fixture " n Guidelines Recessed Shower Light ------------ Fence I �j_p G.s I'J 1 - !1-. `' -+4Telephone Jack iol Door Ta kfT_V_1 TV Jack 101 Window Tag I- F k�. C Computer Network Jack " p wxxx Section X Sheet A-XXX (DThermostat Detail Tag ELI ✓ i l ` 1` I `�,y - _ Cable Connection �•. I _— _ _ _!� ` O Smoke/Carbon Monoxide Detecto X Elevation Tag J El Alarm Key Pad 4>x 1 - - - Interior Elevation Tag MI Floor Mounted U -Li ht ffip 9 1 3 Recessed Step Light FM •�•- E ® Exhaust Fan TV O l� I ..-r• ___q I., Ceiling Fan ; V _� Com- ---.. .-- _ .,,!i•-11 ll^_..�.>.-,.. --'---x"'1 L - - �nnwm - Li'-- - - _—_ - _ Track Head M E R Y L K R A M E R Track a r c h i t e c t Flood Light fo Central Vacuum I r 2 1 3 E . FRONT STREET 1 POST OFFICE BOX 683 I I GREENPORT, NY 1 1944 ---------.—___=fZ \_—_=_-----___= 6 3 1 - 4 7 7 - 8 7 3 6 nnkarch 1tect . com Cannon Residence 725 Arshamomaque Ave Southold, NY 2nd Floor Electrical Plan Scale: 1,/4'- V-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above E-Jm02 4 2016 Meryl Kramer Architect NI RWts Reserved I