The URL can be used to link to this page

Home My WebLink About41945-Z QUOS '�cQ 14 Town of Southold 6/11/2019 a P.O.Box 1179 CM 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40442 Date: 6/11/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 625 Arshamomaque Ave., Southold SCTM#: 473889 Sec/Block/Lot: 66.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/18/2017 pursuant to which Building Permit No. 41945 dated 8/31/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS WITH SCREENED PORCH FRONT AND REAR DECKING AND DECK SURROUNDING EXISTING SWIMMING POOL, AS APPLIED FOR The certificate is issued to Bexstoren LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41945 07/03/2018 PLUMBERS CERTIFICATION DATED 07-02-2018 B a iecuch t rite gnature Kc TOWN OF SOUTHOLD BUILDING DEPARTMENT CA CA TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41945 Date: 8/31/2017 Permission is hereby granted to: Bexstoren LLC c/o Jere V Jacob 795 Inlet Ln Ext Greenport, NY 119442435 To: construct additions and alterations to an existing single family dwelling as applied for per DEC and Trustee approvals. At premises located at: 625 Arshamomaque Ave., Southold SCTM # 473889 Sec/Block/Lot# 66.-3-1 Pursuant to application dated 8/18/2017 and approved by the Building Inspector. To expire on 3/2/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $702:00 CO -ADDITION TO DWELLING $50.00 Total: $752.00 �r Buildingllnspector 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 (f - Date. I.Lfr{StI� I New Construction: Old or Pre-existing Building: (check one) Location of Property: a;�^ A r.5 h (fie Ave S®u f-l', jg House No. l 'Street Hamlet Owner or Owners of Property: L s lea c,, fn rinn / / Suffolk County Tax Map No 1000, Section 0 66o , Block � 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: $ k Applicant Signatur SD�/j�,®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 ® �� roger.richert(cD-town.southold.ny.us Southold,NY 11971-0959 c®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bexstoren LLC (Cannon) Address: 625 Arshamomaque Avenue city,Southold st: New York zip: 11971 Building Permit#: 41943 & 41945 Section: 66 Block: 3 Lot- WAS otWAS 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 Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment: 2- Bath Fans, 1- Paddle Fan Notes: BP#41943 - Pool House BP#41945 - Screen Room 1- Bathroom Renovation in Main House Inspector Signature: Date: July 3, 2018 0-Cert Electrical Compliance Form As Town Flail Annex Z`elephone(63-1).76.5-1802 54375 Main Road Fax(6-11)76-5-95-32 P.0-Bax 1179 Southold,New York 11971-0959 a � 1 D cs IE ; BI3RDMGDFP"TAMENT J-UL--- 3 2D1� TOWNS OF SOUTHOLD - BL ILDING D90T. ToV"7�OF SOL MHOLD -CERTIFICATION- Date: 7/Z//,�, Building Permit No. owner tBe.xs-f-are,r> (Please print) Piurgber. Brad ?; e.c- u c h - �� (Please print) _ I certify that the solder used in-the water supply syAcm.contains less_than 2/10 K 1°l0 = _ lead. - Swom to hef©re ane this c� CONNIE D. BUNCH - dlay of 20 Notary Public,State of No*York No.01 BU6186050 Qualified in Suffolk County ttinCommission Expires April 14,2 � Notary Public, Eounty I t q- coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: *le,- wy Oe- uv I DATE INSPECTOR JA_ V `� OF SOUryo # TOWN OF SOUTHOLD BUILDING DEPT. _ `ycOUrm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] H PL13G. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: VG wwQ o' U;6 �v c� ✓ Q,0, Two DATE INSPECTOR OF SOU moo - � -- - - ----_- - — - - - -- °� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL X�1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: , ON�i o�✓ 0 DATE 10410INSPECTOR FIELD INSPECTION REPORT DATE COMM FOUNDATION (IST) H --------------------------------- 'FOUNDATION(2ND) "1 W oy ROUGH FRAMING& t1i PLUMBING y r INSULATION PER N.Y. H STATE ENERGY CODE Coll, - Y ✓d5 �i (17 vu Asor tows- FINAL to l$ N�wl�t �V- ho.. ,l fj C)�) ADDITIONAL COMMENTS rh z rn ®. y O x y x tC tl7 b y 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 Southoldtownny.gov PERMIT NO' Al - Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20Single&Separate 3CMDIVIE Truss Identification Form AUG 3 1 2017 D. Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c. I3IT11I,D11NG DEPT. ?0 SOIL `�Q��*sr1a ® Phone: 4 3 1' "-L &=1181 Expiration ,'20 Maih %UNL Bm -mg In e for:t ; APPLICATION FOR BUILDING PERMIT //�� Date AgA�t&4 , 20 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 6r'in part fof-any purpose what so,ever until the Building Inspector issues a Certificate of Occupancy. f.,E"very building perm'it,shall,'expi're if the work authorized has not corrimencedwithin'1.2'months after the date of is's'uance or,has not been completed within.1'8-months4froiri such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building'Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable:laws, ordinances,building code,housing code, and regulations,and to-admit. authorized inspectors on premises and in building for necessary 'inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, les ee, agent, architect, engineer, general contractor, electrician, plumber or builder Ir � e +C* Name of owner of premises nnn (As on the tax ro or latest deed) If applicant is a corporation, signature of duly authorized officer 3 (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on wAh h roposed work will be done: M Aye House Number Street Hamlet County Tax Map No. 1000 Section �6'. Block 3 Lot, / Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 31 n d le Famdu Res`cie n 1 b. Intended use and occupancy Siocip , Fwit j(T Sri ein •� 3. Nature of work(check which applicable):NewJ7MBuilding Addition 410elrVaion _ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee 9 "° i `"—'(To be paid on filing this app kation) 5. If dwelling, number of dwelling units" �° �%�I umbdr ofi dwellin= units on each floor ` If garage, number of cars �d . $r'�,=t I viii' i r; caii6m �-. 6. If business, commercial or mixed occupancy, specify nature'and extent of each type of use. N A 7'. "Dimensions of existing.structures, if any: Front`-•kg 2: 1 { =1 Rear �Z 'eS Depth 42.1 4 11 Height '/ $=�"f rori IF- Number'of ""re* p r Dimensions of same structure with alterations or additions: Front�/ 2! - , 11 Rear--?21-5 �1 Depth Jr$- �'' Height�l- 7 {'rrsr►f Number of Stories tyback 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front^ 65• '7,1 � Rear /.5.5b,TL�—Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R " 0 Res 1,6 hh&Q 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO L x�}p��,hL1.C) Co .le�r+cJnmo� 31 165 14.Names of Owner of premises VkV0V% Address C17S Z% - o. t+ Name of Architect gevv jftffitr Address ?,1& 1L FrenW% C%*,** &A1, 71%Iwi Name of Contractor_ Vq Address 2 lo'Cmw We% shw"o. Wa t "hq St �gCRf 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_&_NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PVZMITS MAY BE REQUIRED. VIA&f f- rerv"j+ - 8?60 DEC Per'M•'� /-�7.3g• `T0� 51��0000� Ii/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_X_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS� being duly sworn, deposes and say's that(s)he is"the applicant (Name of individual signing contract)above named, OS He is the 0 (Contract r,Age n Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 9 Sfi day of ,,20 OON - Notary Publi TRACEY.L. DWYE Signature of Appli ant NOTARY PUBLIC,STATE OF NEW YORK -0 NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22-1 A: NO BOARD OF SOUTHOLD TOWN TRUSTEES .,Iva SOUTHOLD, NEW YORK �2_ PERMIT NO. 8960 DATE: FEBRUARY 15, 2017 J ISSUED TO: BEXSTOREN, LLC PROPERTY ADDRESS: 625 ARSHAAIOMAQUE AVENUE, SOUTHOLD SCTM# 1000-66-3-1 AUTHORIZATION J; Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and ' r. accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 15,2017,and; in consideration of application fee in the sum of$250.00 paid by Bexstoren, LLC and subject to the Terms a Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 14'x16'screened porch addition to existing 3,490sq.ft.one-story dwelling with 5'x6'landing and 6'wide steps to grade; demolish and remove existing upper and lower attached I decks and steps; reconstruct in-place:L143sq.ft.portion of lower deck situated seaward of existing 841sq.ft.swimming pool which is to remain,and construct new reconfigured=070sq.ft.lower and :L878sq.ft. upper decks connected by 12'x12'landing and steps; remove existing pool house and roofed over deck,and construct new 8'x12'pool house with attached 4'x8'outdoor shower and 8'X16' roofed over deck; remove existing pool house leaching pool and install a new upgraded sanitary system ti landward of dwelling for proposed pool house and dwelling;install pool equipment,pool enclosure fencing,and pool drywell for existing swimming pool;install a drainage system of leaders,gutters,and drywells to contain roof runoff; remove+30 linear feet of existing wood retaining wall; reconstruct in- place±54 linear of existing wood retaining wall; construct_1_40 linear feet of new 18"high stone retaining r"�' i wall; remove existing brick walkway and steps,and construct 84sq.ft.of on-grade masonry walk with � wood steps; remove existing on-grade walkway and steps and construct portion of proposed±646sq.ft. I ill on—rade masonry walkway; replace existing masonry walk and steps to existing dock with proposed 4.5' wide dry laid masonry slab steps; and to establish and perpetually maintain a 10'wide:L1,535sq.ft.non- turf buffer adjacent to the tidal wetlands boundary; and as depicted on the survey prepared by Kenneth M.Woychuk,Land Surveying,PLLC,last dated September 1,2016,and stamped approved on February 15,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seat to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. F1 co IVA `fl N5. �� [/jyo Michael J.Domino, President 0f SOTown Hall Annexh0 l0 John M. Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �pQ Telephone (631) 765-1892 Gr e Williams ��`,oU ,� Fax(631) 765-6641 a [EQL .t SEP 1 9 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RUILDWG DFPT. TrN1 % ;,.7 =rnr PLD CERTIFICATE OF COMPLIANCE # 1507C Date: September 13, 2018 THIS CERTIFIES that the construction of a 14'x16' screened porch addition to existing 3 490sq ft one-stoKy dwelling with 5'x6' landing and 6' wide steps to grade; demolish and remove existing upper and lower attached decks and steps; reconstruct in-place-+143sg.ft. portion of lower deck situated seaward of existing841sq.ft. swimming pool which is to remain, and construct new reconfigured±1160sq.ft. lower and f878sq.ft. upper decks connected by 12'x12' landing and steps; remove existing pool house and roofed over deck and construct new 8'x12' pool house with attached 4'x8' outdoor shower and 8'x16' roofed over deck,• installation of pool enclosure fencing; remove existing pool house leaching pool and install a new upgraded sanitary system landward of dwelling for proposed pool house and dwelling; install pool equipment pool enclosure fencing and pool drywell for existing swimming pool; install a drainage system of leaders,_gutters and drywells to contain roof runoff remove f30 linear feet `of existing wood retaining wall; reconstruct in-place±54 linear of existing wood retaining wall; construct 17'7 linear feet of new 24"high stone retaining wall off the northeast corner of the dwelling_ • the addition of 28 linear feet of 15"high stone wall off the southeast corner of the dwelling; remove existing brick walkway and steps and construct 84sq.ft. of on-grade masonry walk with wood steps; remove existing on-grade walkway and steps and construct portion of proposed f712sq ft on-grade masonry walkway; and to establish and perpetually maintain a 10' wide±1 535sq.ft. non-turf buffer adjacent to the tidal wetlands boundary; At 625 Arshamomaque Avenue, Southold Suffolk County Tax Map #1000-66-3-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 17, 2017, pursuant to which Trustees Wetland Permit#8960 Dated February 15, 2017,was issued and Amended on December 13, 2017 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 14'x16' screened porch addition to existing 3 490sq.ft. one-story dwelling with 5'x6' landing and 6' wide steps to grade; demolish and remove existing upper and lower attached decks and steps reconstruct in-place±143sg ft portion of lower deck situated seaward of existing 841 sq.ft. swimming pool which is to remain and construct new reconfigured±1160sg.ft. lower and ±878sq ftupper decks connected by 12'x12' landing and steps; remove existing pool house and roofed over deck and construct new 8'x12' pool house with attached 4'x8' outdoor shower and 8'x16' roofed over deck; installation of pool enclosure fencing; remove existing pool house leaching pool and install a new upgraded sanitarsystem landward of dwelling for proposed pool house and dwelling; install pool equipment, pool enclosure fencing and pool dMyell for existing swimming pool; install a drainage system of leaders gutters and drywells to contain roof runoff, remove±30 linear feet of existing wood retaining wall; reconstruct in-place±54 linear of existing wood retaining wall; construct±77 linear feet of new 24"high stone retaining wall off the northeast corner of the dwelling,• the addition of 28 linear feet of 15"high stone wall off the southeast corner of the dwelling; remove existing brick walkway and steps and construct 84sg.ft. of on grade masonry walk with wood steps• remove existing on-grade walkway and steps and construct portion ofproposed±712sq ft on-grade masonry walkway and to establish and perpetually maintain a 10' wide±1 535sq ft non-turf buffer adjacent to the tidal wetlands boundary. The certificate is issued to BEXSTOREN, LLC owner of the aforesaid property. Authorized Signature �v 'NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION w ` Facility DEC ID 1-4738-04517 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: BEXSTOREN LLC BEXSTOREN LLC LISTA M CANNON 625 ARSHAMOMAQUE AVEISCTM 1000-66- 3-1 S_QUTHOLD._NY Ll9_ZL — ----- _ GREENPORT,NY 11944 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility_ Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Project Location: 625 Arshamomaque Ave - Watercourse-Pettys Pond Authorized Activity: Remove existing masonry walk and steps and install new steps to dock. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 2/17/17. (CKW) DEP-ARNO Note: The rt on of the property landward of the 10' elevation contou_rss bey9nd Tidal Wetlands Act (Article 25) upsdiction Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04517/00001 New Permit Effective Date: 2/17/2017 Expiration Date: 2/16/2022 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04517 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Ston BrookJ50 Circle Rd =344– - - — ------- _— Authorized Signature: Date Z/ 17 / -LO% ) Distribution List EN-CONSULTANTS Marine Habitat Protection CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all-terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed`and returned, along with photographs of the completed work. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to , an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 2 of 6 MON NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04517 4. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the,project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal ---�-etland-b-gun - 7. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 8. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 9. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 10. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation:, of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in,such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 11. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID 1-4738-04517 J 12. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 13. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Kenneth M. Woychuk last revised 1/16/17, stamped NYSDEC approved on 2/17/17 . - - 14, a e o is ble for amage efiate o -New "ork shallin no case a HaBle for any al amage or --- injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and-intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with- this permit and the ECL. Such representative may,order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 .i v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04517 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: J Regional Permit Administrator NYSDEC Region 1`Headquarters SUNY @ Stony BrookJ50 Circle Rd Stonu�Br_ook YLl -,- - -40-9- 4. 04 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply, with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material"information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of, ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04517 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits,actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in — —complan€e enotamplce wigs=andceneit— indernf�satn daes— not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under- Article nderArticle 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The.permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility'to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee-is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. l , Page 6 of-6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY C Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-03651 F:(631)4440360 www dec.ny.gov February 17, 2017 Bexstoren LLC C/o Lista M. Cannon 975 Inlet Lane Greenport, NY 11944 ` RE: Permit No.: 1-4738-04517/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Please note, the permit sign and Notice of Commencement/ Completion of Construction form are sent to either the permittee or the facility application contact, not both. Sincerely, Claire K. Werner Environmental Analyst CKW/Is EWvoTy Department of s7ATE OF OPPORTUNITY Environmental Conservation 1 , Scott A. Russell ,� 0SuI � STO]ELI��] WA\'7C'IER, SUPERVISOR I\vl[A\NA\GIEI\vI[]EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET UG 6 ( TO BE COMPLETED BY THE APPLICANT ) DOES TTHIS PROJECT INVOLVE ANY 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. 21❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0E E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 90 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date District NAME. Stacy Paetzel 66 3 1 0 1)7.12-h m mu Section Block Lot 631-209-2410 FOR BUILDING DEPARTMENT USE ONLY Contact Information T<kpboa fumhcr' Reviewed By: - - — — — — — — — — — — —•— — — — & "A Property Address/Location of Construction Work: — — — — — — — —Date_ _r — _ - — 625 Arshamomaque Avenue ❑ Approved for processing Building Permit. tormwater Management Control Plan Not Required. Southold, NY 11971 TWorward tormwater Management Control Plan is Required. Stormwater to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 (Property Owner,Design Professional,Agent,Contractor,Other) — aQS�/r CHAPTER 236 66 3 1 Stormwater Management Control Plan CHECK LIST_ NAME. Stacy Paetzel Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plan Prlm Date: g� * The applicant must provide a Complete Explanation and/or Reason for not providing 31-209-2410 17/zol`7 l all Information that has been Required by the following Checklist! Sn]nal Ure Tekp�PhOne umhr 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0� b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). 0� f-c INSPECTIONSAFtE REQUIRED d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 TOSat 765-1560 before e. Limits of Clearing&Area of Proposed Land Disturbance. smilmm, Certification f. Existing& Proposed Contours of the Site UnImum 2 Intervals) ttut the has de. 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. �0 1. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). Shall include but not be limited to: 1. Location of proposed concrete washout area(s). A-well maintained Construction Pint- e, m. Location of all proposed erosion&sediment control measures. 0 Wire Sacked Silt Fencing,stabilization - 2. Stormwater Management Control Plan must include Calculations showing Seeding of exp!ased ancVar inactive soils- that the Stormwater improvements are sized to capture,store,and infiltrate DMDING on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. Existing driveway to be used for construction access e. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERI EPAR ENT USE ONLY** Additional Information is Required. Reviewed & F1 Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. - ~ Date: ! SMCP has been approved by the Engineering Department.! FORM 0 SWCP Check List -TOS MAY 2014 Scott A. Russell ,D S111FQ Ir STORIMIWATIER SUPERVISOR MA\NA\G]EN[]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOFS THIS PROJECT INVOLVE ANY OF TI-I]E FOIWWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date: I)Orict NAME- Stacy Paetzel 66 3 1 8/1-7/Z®17 t� Pr�ti Section Block Lot tsq�.m ****FOR BUILDING DEPARTMENT USE ONLY*� Contact Information 631-209-2410 rr.kvn�q,.oso Reviewed By: I Date: Property Address/ Location of Construction Work- — — — — — — — — — — — — — — — — — 625 Arshamomaque AvenueEJApproved for processing Building Permit. tormwater Management Control Plan Not Required. 1 Southold, NY 11971 Stormwater Management Control Plan is Required. (Forward to Engineering Department for ReviewJ FORM # SMCP-TOS MAY 2014 APPLICANT• S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — �— a10 Ir 66 3 1 Stormwater Management Control Plan CHECK LIST NAME Stacy Paetzel Section Block Lot w z SM C P -Plan Requirements: Provide ONE copy of the Building Permit Application PI—Prim Dater * The applicant must provide a Complete Explanation and/or Reason for not pioviding 631-209-2410 t5/ 17/2,,17 0l all Information that has been Required by the following Checklist! Jlyna�urc Telephme Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0� b. Total Site Acreage. �0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0� e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing & Proposed Contours of the Site (Minimum 2 Inteivals) g. Location of all existing& proposed structures, roads, 0 driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. I 1W 1=1= ,1. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). 0 I. Location of proposed concrete washout area(s). 11 V I== m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 0 b. Construction Entrance&Site Access. 0 Existing driveway to be used for construction access c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) 00 d. Leaching Structures (e g infiltration basins,swales etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. I Approved By: — — — — — — — — — — — — — — — — — — — — — — — - � Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 ' 4 � 1 1 I i 3 (22) i 1 , 1 � 1 � 1 I I � f 1 1 { I 1 1 1 E 1 ; EXISTING DRI�(EWAY TO BE USEDfOR CONSTRUCTION1ACCESS EXISTING APRON f I ! 1 TOPSOIL ) ` STOCKPILE AREA CONCRETE WASHOUT AREA o I , W O PROPOSED SILT FENCE g (SEE DETAIL 1) LOT 9 T- LOT 10 % IS f / TEST HOLE i EXISTING APRON / / / / EXISTM / TC b I ® PROPOSED SILT FENCE (SEE DETAIL 1) Z . LOT 9 LOT 10 15Ci d i i � \ J i i i i i i i TEST HOLE � i EXISTING ? APRON i I i i i i � I i i � EXISTINI TO; of CID (22) N 83020'10"E 18'-0 MAX. C.to C. U u O Q SDR 35 PVC INLET PIPE SI DE z �LLJ PLAN FOR PIPE SI; I J 71 2'-0" SDR 35 PVC OVERFLO PIPE SEE PLAN FOR PII PERSPECTIVE VIEW SI I GEOTEXTILE TIED TO'-- O WIRE FENCING WIRE FENCE 2"x4"OPENINGS 48" FENCE POST EXISTING COMPACTED SOIL 8' O.C. �I GRAD GEOTEXTILE 2 TO BE BURIED GROUND WATER LIN IN GROUND, NON-RATEABLE SO AS SHOWN LOPE 6'-0" MIN I 10� CLEAN MEDIUI NOTE: COARSE FII 2" MAXIMUM DRAINAGE AREA 6" 1/2 ACRE / 100 LINEAR FEET 1 SILT FENCE 2 PR Section Not to Scale N 83'2919'E 1 (20) (18) 1 , � f l ; � EXISTING 1� DW-2 i SANITARY POOL \ \ _- DRIVEWAY i EXISTING DRIVEWAY TO BE ABANDONED+ \ TO REMAIN BACKFILLED WITH =SEDlFOR i CLEAN COURSE SAND RONIACCESS ti r ' PROPOSED 500 SF 1 \ EXPANSION TO t DRIVEWAY STOC TOPSOIL ILE RELOCATED rr/r AREA ) EXISTING )(` LP TANK t I LP TANK TO BE \ / J RELOCATED PROPOSED 24"HT. FREE STANDING I STONE WALL j '1 t PROPOSED 265 SF ON ; GRADE MASONRY !; 1, f /: rJ IJ l; 1( r, (; EXISTING 1343 SF OF GRAVEL / ;"' WOOD PORCH DRIVEWAY TO BE t i REMOVED LOT 9 EXISTING COBBLE EXISTING LOT 10 CURBING TO BE /; 1 - STORY REMOVED(TYP.) / ' ,'!t DWELLING FFE:21.6' l / EXISTING SANITARY I(l SYSTEM TO BE �t f ABANDONED+ /r PROPOSED SANITARY f'/� BACKFILLED WITH SYSTEM DESIGNEDt t CLEAN COURSE SAND / a BY OTHERS 7 • , / EXISTING .' PROPOSED 465 SF ONt r COVERED GRADE MASONRY 1 PORCH a WALKWAY I PROPOSM 10 F r/ r !r r. rl r, EXISTING 1343 SF OF GRAVEL !; WOOD PORCH DRIVEWAY TO BE LOT 9 REMOVED Il(r EXISTING COBBLE `/ EXISTIM LOT 10 CURBING TO BE STOR REMOVED(TYP.) �1 ,l DWELLIN G!-- - FFE:21.6' _ EXISTING SANITARY SYSTEM TO BE 1 1 J1 ABANDONED+ PROPOSED SANITARY /I�I BACKFILLED WITH j r` SYSTEM DESIGNED \ ��1 CLEAN COURSE SAND If BY OTHERS r, r� j %tr EXISTING r PROPOSED 465 SF ON ;/ COVERED ; GRADE MASONRY PORCH a WALKWAY X PROPOSED 10 SF BS EXISTING (19.98)DRIVEWAY EXPANSION ° % EXISTINGSTEPS�L� � TO REMAIN GRAVEL DRIVEWAY ' `, TO BE REMOVED 26. °o , r EXISTING ON-GRADE ; i/ WALKWAY TO BE REMOVED (20) l FITS 3"+4"S, WALL OR 6" PRECAST TRAFFIC CORRUGAT SDR 35 PVC INLET PIPE SEEARING CONCRETE NDS #1242, PLAN FOR PIPE SIZE DOME OR SLAB TOP #1245 UNIVE GRADE LOCKING 01 2'-0"MAX LOCK INTO TOP OF DRYWELL AT ANY KNC SDR 35 PVC OVERFLOW ❑ ❑ ❑ ❑ p SEE PLAN FOR NDS PIPE SEE PLAN FOR PIP p ❑ ❑ ❑ ❑ ELEVATION) GRE SIZE ❑ ❑ ❑ ❑ ❑ SLOPE SLOE p Ell BACKFILL 3'-0"MINIMUM E�2 iAROUND DRYWELL WITH ❑ ❑ ❑ ❑ i"-1 "'MEDIUM COARSE - 1 ❑ ❑ 0 ❑ ❑ SAND/GRAVEL PRECAST CONCRETE STORM DRAIN RING ' 2'-0"MIN ! HEIGHT AND DIAMETER - GROUND WATER LINE, AS INDICATED ON PLAN , 4 -=- - =_;-' ; ; — IiNON-RATEABLE =:-!�-NOTES: --- 1 1z MIN DRYWELL TO BE INSTALLED I=1 i =_I i 1__11 i=1; AS PER STATE AND LOCALi- CLEAN MEDIUM j SAND AND GRAVEL-RATEABLE SOIL COARSE FILL! CLEAN MEDIUM COARSE BACKFILL CODES COMPRCTED-' " NOTE: SUBGRADE } SEE PLAN FOR WIDTH NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS AND DEPTH #1266. USE #1206 IF PLUGGING AN OUTLET. I Z PRECAST CONCRETE DRYWELL NDS 9" CATCH BASIN Section Not to Scale Section I ,i I l I v � 265.00' (18) 1 � �' �•� i__--,100'SETBACK FROM (16) (14) TIDAL WETLAND BOUNDARY Q a Lu Z) +I O J ! I O t i j EXISTING - CL I / TIMBER WALL j � � o 1 !/ PROPOSED 4'W. (DW-3� SELF-CLOSING, EXISTING PD-1 " I SELF-LATCHING CATCH BASIN l 1 ! POOL GATE TO REMAIN , ` 11 1 PROPOSED I PROPOSED P PROPOSE` 1 I 84 S.F.ON-GRADE - (12.6) , i ` 30"H.STONE WALL OOL DRYWELL MASONRY WALKWAY, LANDING+WOOD STEPS PROPOSED , PROPOSED EXISTING BRICK POOL FENCE O� POOL EQUIPMENT WALKWAY+STEPS i EXISTING (13.15) - \ TO BE REMOVED PR PROPOSED 4'X 8' TIMBER WALL 3.0 • OPOSED \ EXISTING SANITARY POOL + POOL HOUSE OUTDOOR SHOWER \1 TO BE ABANDONED+ TW(14.94) ;� � BACKFILLED WITH �"SHOWER ATTACHED TO POOL I .X CLEAN COURSE SAND B5 i r • p. `-, BS _ X(13.5) / \ ' 15.57 / :yX: . +TS APPROXIMATELY'30 L.I 15.52* / ROPOSF '7) X ER AETAINING F EXISTING WOOD K ER CK WALL TS / TO BE REMOVED AP EXISTING 51 S.F. POOL HOUSE OF OF REI TS' TO BE REMOVED TO IN / 8 _ i .9+ +BS EXISTING 155 S.F. / .3 ROOF-OVER DECK ED I / EXISTING ' ' - TO BE REMOVED TO / STE>S TO BE ; i ` / REMOVED / X / 0 , / BS (18.44) p PROPOSED 510 S.F. -L T / ! LOWER DECK / + 17.9 _ ! X(18.4 '- EXISTING 841 S.F. XTS(18.51) INGROUND POOL TC / i Bs(17.3 TO REMAIN r?tt EXISTING ITS/ TOP OF COPING:17.3 4 1 - STORY PR POSED 878 S.F. i 17.y 1 (14.4) /RAISED DECK +BS 17.3 DWELLING / !- FFE:21.6' - / ,ai=l I t / EXISTING f�} DECK PLANTER ±143 S.F.'OF EXISTING LOWER `t O/ TO BE REMOVED (17.3)X 17 3) DECK TO BE REMOVED+ Z/ REPLACED(IN PLACE) X(21.48) p! i :_ r'-IJ{ `X(15.98) CO/ ; +BS 17.3 (17.3) 12 I2/ i7tr J -�/ PROPOSED PROPOSED 12'X 12' 455 S.F. DECK LANDING POOL DECK X(15.56) / r X(16.48) J L + BS PROPOSED EXISTING STEPS X 17.3 - POOL FENCE Bs- - To BE'REMOVED i Q 7.35)1) X<(:)J:1 - PROPOSED 4'-6"W. SELF-CLOSING, ; SELF-LATCHING'POOL GATE X`\ % EXISTING SOLID / (17.98)-•., MASONRY STEPS+•WALKWAY RE ED OR RO SE rJr 1 ,'TO BE REMOVED J C - PL�E F` /l rr X(18.56) XIS NG EC / �'�EDGE OF 1280 S.F. - /^` �P�OPpSED EXISTING RAISED DEC %/ PROPOSED DRY LAID RAILING TO BE REMOVED t MASONRY SLAB STEPS PROPOSED 5"X! PROPOSED 242 SF ON 1170 i nwAnFneecnr.:DV/ r /v PROPn-qF F. EXISTING 841 S.F. PC tn- 7b -TS(18.51) INGROUND POOL 10 TO REMAIN Tr EXISTING TS I -STORY RAISED DECK +LIS 17.3 DWELLING EXISTING 143 S.F1 OF EXISTING LOWER, DECK PLANTER X DECK TO BE REMOVED+ TO BE REMOVED (17.3) REPLA,CED(IN PLACE) +8S17.3 X PROPOSED PROPOSED DECK LANDING POOL DECK X j+8S PROPOSED _EXISTING STEPS IZ3 POOL FENCE TO PROPOSED 4'-6" X\ EXISTING SOLID 17.98)-, MASONRY STEPS+WALKWAY RO/P SE TO BE REMOVED/' X1 NG EC SED EXISTING RAISED DEC� PROPOSED DRY LAID TO BE REMOVED RAILI G, MASONRY SLAB STEPS I I PROPOSED 242 SF ON PROPOSED 5`X (17.9 GRADE MASONRY 5'_W1 WOOD TO BE REMOVED 6 STEPS TO I J PROPOSED'SILT FENCE NON-TURF 6UFFER GRADE 19 cr, PROPOSED NDS 9"CATCH 18.75+ +BS DRAINAGE PIPE TYP. PROPOSED PRECAST !PC& "'Ve PROPOSED 15"HT. CONCRETE DRYWELL Al STONE RETAINING TYP.(SEE DETAIL 1) WALL+MASONRY 81 STEPS (18) FITS 3"+4^3OUO WALL [)R6' ' CORRUGATED PIPE NDS #l242, #l243+ #1245 UNIVERSAL / LOCKING OUTLET TWIST ' LOCK"INTO POSITION Drainage Calculations and Structure Schedule TEST HOLE . AT ANY KNOCK OUT NDS 990 Drainage (TEST HOLE DUG 8YK. WI GREEN GRATE/ Structure Size ion Inve Invert Out ON AUGUST Z 201 SLOPE Dwelling(3490 SF @ 100%)+Proposed Screened-in Porch (224 SF @ 100%)+Proposed On- OL DR BROWN Grade Masonry(1056 SF @ 100%) BROWN �A8 SILTY SAND LAWN + TOPSOIL 120'depth provided 1, CRUSHED Proposed Pool House&Shower(128 SF 100%)+Proposed Covered Lower Deck(128 SF @ PALE 1009/0) STONE BASE BROWN FINE SW COARSE SAND Dia x 6'depth ,BGRADE -7 AN OUTLET. 'IN 15 46T EQ0,4L Not to Scale NO WATER 265.00' / 1 14) (10) - I � CANNON ' ( i121 rr �•� ($) i6i RESIDENCE 625 Arshamomaque Avenue Southold, NY + r1� 58'PROPOSED kLL Pool R WELL I 1 HENT 1 �' 1 V l PROPOSED 4'X 8' I r OUTDOOR SHOWER \ ATTACHED TO POOL HOUSE marshalf poetel II r r APPROXIMATELY 30 L.F. -56' I I LANDSCAPE ARCHITECTURE OF EXISTING WOOD PROPOSED it j 'X RETAINING WALL POOL HpOSE `� NORTH FORK HAMPTONS • "-,-,,,TO BE RE)v10VED APPROXIMATELY 54 L.F. 5175 Route 48 PO Box 1397 r vG 51 S.F. OF EXISTING WOOD j 1 r Mattituck,NY 11952 530 Montauk Hwy, #203 HOUSE , �\ RETAINING WALL i + ; / I Amagansett, NY 11930 REMOVED TO BE REPLACED i r I phone: (631)209-2410 J OVER DICK EDGE OF 1212 S.F. 1 ; fax: (631)315-5000 I REMOVED EXISTING LOWER DECK i r ! f / email: mail@mplastudio.com �•• TO B9 REMOVED 4 r i X BW(12.52) , SURVEYOR: Kenneth Woychuk Land Surveying, PLLC PO Box 153 Aquebogue, NY 11931 T I I Office: (631) 298-1586 1 '` ARCHITECT: fi ` Fo z , xisT/,40' X ' / j Meryl Kramer F- rGpopZ r �' Meryl Kramer Architect f, U. 213 E. Front Street TOBFREHO�SF �� , I Greenport, NY 11944 M01/1ko � ;' APPROXIMATE' Office: (631) 477-8736 EDGE OF SHORELINE i, PERMITTING CONSULTANT: r (14.4) ✓ En-Consultants %{� / Robert Herrmann 1 1 1319 North Sea Road �±143 S.F/' EXISTING LOWER %! 'r f}� �� Southampton, NY 11968 DECK CE ( Office. (631) 283-6360 REMOVED+ REPLACED(IN PLACE) ,f 1 O• � � ► SITE DATA: ' SCTM#: 1000-66-3-1 '� It Lot Area: 39,336.43 sf (or.90 acres) ♦ w Zoning District: R-40 1 • ' r' �, � � NOTES: IS+WALKWAY i 1. Base map information based on survey °% prepared by Kenneth Woychuk on ' May 26,20:11- 1 f� ? 2. This drawing is for the purpose of - r � y obtaining permits only. NOT FOR ; �; ` , CONSTRUCTION. ' 3. Unauthorized alteration of this plan is a violation of NYS Education Law. 1 � � EXISTING 4. Coverage SF of dwelling, screened porch, {4. WOOD CATWALK i pool house &shower, and covered lower deck provided by Kenneth M Woychuk Land PROPOSED 110'W. t Surveying, PLLC on a survey dated May 26, E I NON-TURF BUFFER / 1) 2011 revised on March 7,2017. EXISTING FLOATING DOCK EXISTING WOOD/VINYL BULKHEAD REVISII�NC r1 i j p p/STjiy ARCHITECT: I ,4 Meryl Kramer 71 ilcp Meryl Kramer Architect 46 °Oz ' %iy\ 213 E. Front Street a i , T°°OL NNG l ref I Greenport, NY 11944 r l BFREMO SF I \ /. APPROXIMATE Office: (631) 477-8736 I AFD EDGE OF SHORELINE PERMITTING CONSULTANT: 'f (144) ;� ,' ,r� ! En-Consultants Robert Herrmann r , r 1319 North Sea Road ±143 S.F/OF EXISTING LOWER' ' Southampton, NY 11968 DECK TO BE REMOVED+ / lr ' I• Office: (631) 283-6360 REPLACED(IN PLACE) !I i SITE DATA: SCTM#: 1000-66-3-1 Lot Area: 39,336.43 sf (or.90 acres) Zoning District: R-40 C-0, NOTES: =PS+WALKWAY / ib / I 1. Base map information based on survey ,�D prepared by Kenneth Woychuk on May 26,20.11..- ' J? 2. This drawing is for the purpose of V" y o obtaining permits only. NOT FOR 1 G o CONSTRUCTION. 3. Unauthorized alteration of this plan is a f violation of NYS Education Law. EXISTING 4. Coverage SF of dwelling, screened porch, WOOD CATWALK pool house &shower, and covered lower deck provided by Kenneth M Woychuk Land Surveying, PLLC on a survey dated May 26, PROPOSED 110'W.� \ CE NON-TURF BUFFER /1 �� 2011 revised on March 7,2017. EXISTING t I FLOATING DOCK EXISTING WOOD/VINYL 1 �[ BULKHEAD REVISIONS TIDAL WETLAND BOUNDARY AS DATE DESCRIPTION DELINEATED BY EN-CONSULTANTS EROSION J W-tONTROL_S Shall include but not be Iimitdb W A well maintained Construction Erttv�Q Wire Backed Silt Fencing, stabilization & ' APPROV L OF STORMWATER MANAGEMENT C�TTRO - e C o) ✓h'16) Seeding of exposed and/or inactive soils, pate: LAS! To n od t 3� .�� 7 � / DRAINAGE INSPECTIONS ARE REQUIRE® Approveby® i Contact TOS Engineering at 765-1560 before s e a Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. L E G E N D – – PROPERTY LINE ,rr �'IF�; t TEST HOLE DATA tp TIDAL WETLANDIDS (TEST HOLE DUG BY K. WOYCHUK L.S. ' ' — ' ' BOUNDARY ON AUGUST 2,2016) APPROXIMATE OL DR BROWN 0.9' EDGE OF SHORELINE SANDY LOAM TITLE: --- – – PROPOSED STORMWATER BROWN � 10' NON-TURF BUFFER SM SILTY SAND 3.3 PALE PROJECT LIMITING FENCE MANAGEMENT BROWN 100'SETBACK FROM CONTROL PLAN FINE ....... TIDAL WETLAND BOUNDARY TO SW COARSE 12.8' SAND - (5)=– –--- EXISTING CONTOUR s PROPOSED CONTOUR 0 5 10 X (9.0) EXISTING ELEVATION +25.18 PROPOSED ELEVATION H4=1 Scale tDW->> PROPOSED DRYWELL DRAWN BY: �/ S.PRETZEL, DATE 2017.088 16 16 NO WATER /� REVISED ' SMCP 17.0' lPD-lj PROPOSED DRYWELL SHEET OF 1 } OF so Town Hall Annex Telephone(631)765-1802 54375 Main Road ymax(631)76 �2� P.O.Box 1179 _ �Q rogerAchert(cytown.sou 55o .ny.us Southold,NY 11971-0959 �'Y�OIINt`I,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �E I` 14 Date: )a-& Company Name: AIV-'% C- IV(_ Name: -- Irl4 - - - - - - - - - - License No.: -3q091 - If Address: 13 0 leevwclfSf 9D Phone No.: 09.31 - '1GS- JOBSITE INFORMATION: (*Indicates required information) *Name: LI-S7-(4 C;"1v0A) *Address: A RsI4A/11 oM 1962 vir A V6 6SocjT'Z/ow *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) SCl1c2�•• vS � S .4-t vc vS — SC. [•-G�t� (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed] *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead . Additional Information: PAYMENT DUE WITH APPLICATION X. XX ck\�`�© 82-Request for Inspection Form r' ®F SOVj�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road y `r Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q �yc®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 20, 2018 Bexstoren LLC C/O Jere V Jacob 795 Inlet Lane Ext. Greenport, New York 11944 RE: 625 Arshamomaque Avenue, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbe S/�o der Certificate Trust �e >�i ate of Compliance. (Town Trustees#765-1892 e Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41945-Z additions/alterations S.C.T.M.# DISTRICT. 1000 SECTION. 66 BLOCK. 3 LOT. 1 IAN, AZO A�,- DWELLINGS N, W/PUBLIC WATER PROJECT LIMITING SILT FENCE 0 150' 100' TIDAL WETLANDS PROPOSED LOT 8 EXISTING PROPOSED SETBACK LINE s LD RO ►'> LEACHING POOLS TO BE z WITH 3w WALKWAY S+ TTEPs & POOL HOUSE WATER ABANDONED AND BACKFILLED ^ SELF-CLOSING BE REMOVED30 LF. t OF ' / �l B ON W�-L TO BER WOOD RETAIN1 WALL . U / 265 N 83020"10" E WITH CLEAN COURSE SAND. P001. GATE 40 / to l l l l o R!N16 1 00 / ICJ v 18 16 qLL cp.-.i4__-- o ::•' : .: ::. h� 20 crsnNc N 12 1 4'ROPOSED TCH BASIN -/ (,..•. .•... •_•: 1 1 1 1 1 814 S.F. ON-GRADE i T REMAIN p w PROPOSED I I I I V SANITARY / 41ASONRY WALKWAY • -/ N POOL EOP. f:'•':•' : :: " EXISTING BLUE STONE DRIVEWAY TO REMAIN POOL ; �� LANDING + WOOD STEPS 1 12,6 d PROPOSED sr4*.8 IcIle OWER ip i:::?:::. :::::•�� ! p ATTACHED TO •.$;:: ':::'•'•': m`r IN_./ SANITARY POOL HOUSE �':.:•.: ::6:::� l 1 l 1 l 1 1 l / POOL .. 0�+?cam•:' 54 LF:E OF EXISTING WOOD PROPOSED B'DWX7•DEEP "...,h TO BE REPLAC .: DRYWELL / �.rr:r:,.,. .. 1 "CRs S EDGE OF EXISTING LOWERD 56 p, L .:.:� ^ L.P. 'rrr.C,7 •�..'."': _'gyp OFO TO BE REMOVED Q GAS 2 oi: .. : : :: : : : : :: Q Q/ c • W oExlsrnuc :':"�'\L'''::'::'::':::::it::ri:::::i:": ::' :':''' ' 0. •�-/. -`- ��,/� S '''' ::'. '.. :':.. \ EXISTING 51 S.F: TPOOL r.:`._i;:.•' .i.::iiiI..VACANT MTO 0:1I 'Ir snNcAGRICULTURAL MASONRY ::.rcc.: ::::i: :c:irr.rWALKWAY 0 B : .::::::::::. . ::.. :.:...:.::::::::: .:........ : :::::......LOT 9150' . W oo ll 1l ll ll 1 1l ll 1l ll 1l 1l / O m s r 31 a / W ....................... ... • F l� ::::..;::.:.:'.;:.::;::.;:..'.'::.'::.':.'::/ /:: '...:...:::.•:::i \IIIA 1 1 1 1 1 IIIA • ~ O /ST/� U' :::':::':'::'::'........:':':'::':::'::'t:'f:".':'::':':'�:':: /•' EXISTING 155 S.F. .' :' ':':':"mow:':':':':'::':'.':' '�� •..•::.i-it7:•:', \ \ \ \ O \ \ \ FO �F ROOF OVER DECK O............... :';1 qTL` O Z QWWZ^Z — \ R S•��/NF W~O2 W JmL)J Wk 3oO 4 omV '..Nn^o':.;::':::'::::::'l JZO '��'::'::'::'':::r'::>::'':::::r::.':::::::::':.r'`:I'..:.'.: �+�. 1 1/Pr7oPosEn-RJE'MO-VED :J': ......*!: :: N :: :: ::ses S.F. •:: ... LOWER DCK ....�::::: f ... ... W :PROPOSED "n`te l 1 l Q 910 S.F. RASED DECK OLOT 10 Az) 22 ....8 MIN PROP ED : : : : :....1.. % (t.•_:. I^CCO J .:: . 05-6 DROOM k cD :::: .:: :::::: / 1PROPOSED__ _ 1zX1z K fNC A IT Y TOEC LAND1 S N Y S S EM v I l l l l l l l l r. .P � /^� ............................................. PROPOSED 143 S.Ft SECTION OF EXISTING 1 500 GAL S.T. ET•: $' / h.rrrr......'..... r::'::':::':'...........:ri:ir:i:i:i WO DS F. ?rn W LOWER D W TO ED IN PE CEMOVED :•ii:1 Z / MIN :: ::::.: , QQ ^ '.::.':::::::::::. ......::::::.............. .... 111 7 1 7 Y (2) 8 AX8 DEEP L.P. _� ,P•: _.� EXIST SOLID `` ''':': ': TISTNG Y STEPS m 7p BE REMg + W AY TO I l 1 l l 1 1 l l l l l : :�! PRO SED '�'/ . � \ � � _�R /�:� ••'� �14�X.5�1ry6� 1 W / { .IVR(�I7 2. � EL 2 0 V � I CD v� FF Z � U p4 8:................................... xlsrrrrc DECKn /� �� EXISTING SANITARY WOO `� ="::co 81::;: ::: / kisTl!yco O W Q �o //::: 16 / ^ SYSTEM TO BE EXISTING STEPS ! - EDGE c ECT( 14 12 �i:.•:::::1::: K I I I I I I I v PRO SED 10 � l ` l l l l l OJ ABANDONED AND BACKFILLED TO BE REMo 1 W TO_e"�M.vE DRY D 8 1i?: :.:::' ELEV. 22.0 WITH CLEAN COURSE SAND. 11 PROPOSED 5•X6 SONRY Sue \PLATFORM.. 10 WIDE fETI o GRA"E �sr£Ps NON TURF �';: ;.::::=:;/ l l 1 1 l l l 1 1 l OL DR BROWN 0.9' W�irs i . 766 87 B FFER f;: .:::`...:`� ` l l ` ` l ` l l l SANDY LOAM EXISTING ON GRADE U N \ 1 Y 20 WALKWAY TO C 1 N :.;::'? BROWN BE REMOVED is ;� l 1 l l l 1 l l l l SM SILTY SAND 3.3' j N S 8320'10" W �, L- ►� 269.00 ' Ui Q 1 In PROPOSED 6 W I I 1 1 1 1 1 1 1 1 1 LOT 1 1 i o DSEELLuTC G LoslNc TYPICAL SILT 6' BAMBOO SCREENING ^ POOL GATE J i SCREEN SECTION �° �v I 1 GEOTEXTILE FABRIC PROPOSED B � P 6 MASONRY SAYE ,�° �� I 1 1 1 1 1 1 1 1 1 BROWN SUPPORT Posrs ° O lv TIDAL WETLANDS SW FINE WOOD OR METAL DWELLINGS °= BOUNDARY AS DELINEATED TO N BY EN-CONSULTANTS COARSE FLOW DIRECTION W/PUBLIC WATER DRAINAGE CALCULATIONS: �� JUNE 23, 2015 SAND EXCAVATED AND 150' BACKFILLED TRENCH N Y S D E C A) HOUSE, COVERED/SCREENED PORCHES:=3739 SQ.FT. APPROVED AS PER TERMS EXISTING GROUND 3738 �x 0.166=620.50 < 621cf REQUIRED AND CONDITIONS OF (2) 8 DIA x 7 DEEP DRYWELL=620cf PROVIDED PERMIT NO -473f''O`[SI 7 Carl NO WATER 17, B) POOL HOUSE & COVERED DECK= 224 S.F. #' 224 x 0.166=37.18 < 38cf DATE ;- 2, 2016 I — (1) 8'DIA x 1' DEEP DRYWELL= 44cf PROVIDED K.WOYCHUK L.S. 2'NINIMR/ C) SWIMMING POOL SHALL BE EQUIPPED WITH A PUMP-OUT FOR WASTE WATER TO 8'DIAx4' DEEP DRYWELL. FIRM PANEL#36103CO158H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS TOWN OF SOUTHOLD TOWN OF SOUTHOLD UPLAND LOT AREA: 38,940 S.F or 0.89 ACRES f AND OR DATA OBTAINED FROM OTHERS.EXISTING LOT COVERAGE CALCULATION: PROPOSED LOT COVERAGE CALCULATION: AREA: 39,336.43 SQ.FT. or 0.90 ACRES ELEVA71ON DATUM.- NGVD 1929 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A V70LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY (UPLAND LOT AREA/BUILDABLE LAND: 38,940 S.F) (UPLAND LOT AREA/BUILDABLE LAND: 38,940 S.F) MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON L157ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. DWELLING: 3,490 S.F. DWELLING: 3,490 S.F. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SWIMMING POOL: 841 S.F. SWIMMING POOL: 841 S.F. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS POOL HOUSE: 103 S.F. FRONT PORCH: 321 S.F. AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY FRONT PORCH: 321 S.F. UNCOVERED LOWER DECK: 1 126 S.F. SURVEY on LOTS 9 & 10 BLOCK 2 CERTIFIED TO: BEXSTOREN, LLC; REAR DECKS: 2,774 S.F. COVERED LOWER DECK: 128 S.F. MAP OF: BEIXEDON ESTATES UPPER DECK: 910 S.F. FlLED:MARCH 16, 1946 AS #1472 TOTAL EXISTING COVERAGE: 7529 S.F or 19.33% POOL HOUSE & SHOWER: 128 S.F. LANDING: 144 S.F. SITUATED AT:SOUTHOLD SCREENED PORCH: 224 S.F. REVISED 01 -16-17 TOWN OR SOUTHOLD KENNETH M WOYC= LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design PROPOSED TOTAL LOT COVERAGE: 7312 S.F or 18.78% REVISED 01 -07-17 / P.O. Boa 153 Aquebogue, New York 11931 REVISED 09-01 -16 PHONE (831)298-1588 TAX (831) 298-1588 FILE # 11 -41 SCALE:1 —20 DATE: MAY 26, 2011 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk N 83'20'19'E j 265.00' �3UT(''rVE ASINICTED (20) (16) (14) CANNON (22) (18) - FROM (12) (1'0) TIDAL WETLAND BOUNDARY (8) (6) (16) RESIDENCE DATE: F".P.9-�11�� I ------ - CL 625 Arshamomaque Avenue FEE: TRUpLACARDIING REi-i%#4.-i&) (14) 1 +1 - 00 NOTIFY BU;LDIN,', DEPARTMENT AT W 0 Southold, NY IL EXISTING 765-1802 a AM TO 4 FM FOR THE TIMBER WALL PECTIONS: (DW-3� - r 'r / FOLLOWING IN PROPOSED 4'W 1 P EXISTING D-1 1. FOUNDAT 10 1 - TWO REQUIRED DW-2 SELF-CLOSING, EXISTING I CATCH BASIN SANITARY POOL SELF-LATCHING V, FOR POUR :'D CONCRETE TO BE ABANDONED+ POOL GATE TO REMAIN PROPOSED PROPOSED EXISTING DRIVEWAY BACKFILLED WITH P 2. ROUGH - RAMING & PLUMBING r--EXISTING DRIVEWAY PROPOSED (12.6) 39'H.STONE WALL UOI DRYVVELL TO REMAIN CLEAN COURSE SAND 84 S.F.ON-GRADE 3. INSULATI A BE USED,FCR MASONRY WALKWAY, PROPOSED PROPOSED I 4. FINAL - ONSTRUCTICN MUST ONSTRUcTIONACCESS OPOOL EQUIPMENT LANDING+WOOD STEPS . . . . . . BE COM LETE FOR C.O. EXISTING POOL FENCE L APRON EXISTING BRICK ALL CONS RUCTION SHALL MEET THE I WALKWAY+bltro (13.15) ALL CO REQUIREMENTS OF THE CODES OF NEW EXISTING TO BE REMOVED PROPOSED PROPOSED 4'X 8' TIMBER WALL 3.0 YORK ST TE. NOT RESPONSIBLE FOR EXISTING SANITARY POOL + POOL HOUSE OUTDOOR SHOWER ATTACHED TO POOL HOUSE Z DESIGN R CONSTRUCTION ERRORS TO BE ABANDONED+ TW(14.94 & SHOWER BACKFILLED WITH x - t> Marshall paelzel PROPOSED 500 SF It CLEAN COURSE SAND BS I EXPANSION TO X(13.5 12+ BS � - x 57 APPROXIMATELY 30 L.F. LANDSCAPE ARCHITECTURE DRIVEWAY Ts 14.7) RELOCATE 15. ROPOSED OF EXISTING WOOD OP SED All e ,i,f ligbting TOPSOIL D ' X f RETAINING WALL LH ► NORTH FORK HAMPTONS ih�taj ed, EXISTING Mattituck,NY 11952 530 Montauk Hwy,#203 STOCKPILE LP TANK COVERED LOWER DECK TO BE REMOVED USE re AREA �EXISTING +Ts 5175 Route 48 PO Box 1397 ,placedor LP TANK TO BE APPROXMATELY 54 L.F. ed th OnforM CONCRETE RELOCATED OF EXISTNG WOOD Amagansett,NY 11930 WASHOUT AREA POOL HOUSE RETAININ�WALL J TO BE REMOVED TO BE RPLACED (phone: (631) 209-2410 chapter 112 TS Code .9+ +BS -,,-EXISTING 155 S.F. fax: (631)315-5000 (a' the Town EDGE Of 1212 S.F. I / email: mail@mplastudio.com ROOF-OVER DECK EXISTINGLOWER DECK PROPOSED 24"HT. TO BE REMOVED I TO BE RBAOVED o FREE STANDING EXISTING- STONE WALL STEPS TO BE r D x REMOVED iz. \//• SURVEYOR: X PROPOSED 265 SF ON BW(1152) Kenneth Woychuk Land Surveying, PLLC GRADE MASONRY WALKWAY PO Box 153 BS 0 Aquebogue, NY 11931 W X(18.44) 0Tom' n WO % ./ I Office: (631) 298-1586 45C AN, PROPOSED510 F. ARCHITECT: LOWER DEC 179 1164 Meryl Kramer o Meryl Kramer Architect 'POOZ x(1 .4 Poc 213 E. Front Street O PROPOSED SILT FENCE EXISTING 841 S.F. STING Greenport, NY 11944 (SEE DETAIL 1) X TS(18.5 1) Z WOOD PORCH INGROUND POOL 1343 SF OF GRAVEL 0 V61) APPROXIMATE Office: (631) 477-8736 DRIVEWAY x TO REMAIN EDGE OF SHORELINE BS(17.3 4 REMOVED---� TO BE '17.3 TOP OF COPING. PERMITTING CONSULTANT: LOT 9 EXISTING TS En-Consultants I; i- ED 878 S.F. (14.4) REMOVED(TYP.) DWELLING 1 1319 North Sea Road ' 'T EXISTING COBBLE PR.�POS 179+ RAISED DECK +8 17.3 STORY CURBING TO BE Robert Herrmann -JOT 10 riuki /,/u FFE:21.6' EXISTING 143 S.F.OF EXISTING LOWER Southampton, NY 11968 Z15� % UV�': C,�'l C DECK PLANTER x DECK TO BE REMOVED+ Office: (631) 283-6360 11 �j TO BE REMOVED (17.3) REPLACED IN PLACE) C-100) PLUW?� X(21.48) E C0 ON LEAD 'Ei 10F EXISTING SANITARY 0/ SYSTEM TO BE X(15.98) k.") L A CERTIFIC3, ABANDONED+ 00/ JBS 17.3 x BACKFILLED WITH (17.3) 45:c IN WATER DER USED PROPOSED SANITARY CLEAN COURSE SAND SYSTEM DESIGNED -)PLY SYSTEM CANNOT PROPOSED PROPOSED SUI \lr 455 S.F. BY OTHERS 12'X 12' DECK LANDING POOL DECK SITE DATA: EXCEED 2110 OF 1% LEAD. SCTM#: 1000-66-3-1 & IG X(15.56) X(16.48) ,,IG Lot Area: 39,336.43 sf (or.90 acres) TES7 PROPOSED S x POOL FENCE Zoning District: R-40 -EXISTING STEPS BS 73 TO BIE-RE+AOVED PROPOSED 4'-6"W. (1 1 7.35) 1 x 7.1 SELF-CLOSING, NOTES: SELF-LATCHING POOL GATE EXISTING SOLID x 1. Base map information based on survey (17. 8) MASONRY STEPS WALKWAY prepared by Kenneth Woychuk on RoP6SED TO BE REMOVED , / May 26, 2011. TEST /S REENE4.PORC // I HOLE )N PLACE OF x(18.56) 2. This dravAng is for the purpose of /1XISTING DECK Uj obtaining permits only. NOT FOR EXISTING CONSTRUCTION. APRON EXISTING 3. Unauthorized alteration of this plan is a - - 8 ,K' '/ a... COVERED // ".'�'-EDGE OF 1280 S.F. � 8 , violation of NYS Education Law. PROPOSED 465 SF ON EXISTING GRADE MASONRY PORCH PPOPOSED EXISTING RAISED ECK PROPOSED DRY LAID 4. Coverage SF of dwelling,screened porch, WALKWAY RAILING TO BE REMOVED PROPOSED 242 SF ON MASONRY I SLAB STEPS X(4.48) WOOD CATWALK pool house &shower, and covered lower X GRADE MASONRY/ deck provided by Kenneth M Woychuk Land PROPOSED 5'X (17.9 M PROPOSED 10 SF BS 4'PLATFORM WALKWAY • Surveying, PLLC on a survey dated May 26, 01 '(19.98) EXISTING STEPS 5'W.WOOD PROPOSED 10'IN. EXISTINC DRIVEWAY EXPANSION TO TO BE REMOVED 6'-011 1 PROPOSED SILT FENCE NON-TURF BUFFER 2011 revised on March 7,2017. TO REMAIN GRAVEL DRIVEWAY STEPS TO (SEE DETAIL 1) GRADE EXISTING ► BS(19 03) FLOATING DOCK NO EXISTING WOOD/VINYL DW-1 PROPOSED NDS 9"CAT H BULKHEAD REVISIONS 77!......... x(I BASIN TYP.(SEE DETAIL 3) TIDAL WETLAND BOUNDARY AS DATE DESCRIPTION 18.75+ BS DRAINAGE PIPE TYP. I'OpR081, DELINEATED BY EN-CONSULTANTS 17.5 'Poo- ON JUNE 23,2015. EXISTING ON-GRADE PROPOSED PRECAST (22) TS PROPOSED N'SDR 35 eAq�j) WALKWAY TO BE PROPOSED 1/HT. CONCRETE DRYWELL REMOVED STONE RETAINING TYP.(SEE DETAIL 1) WALL+MASONRY STEPS 'I 91 (118), (16) (12) (20) 269.00' (6) N 83020'10"E (10) s e a FITS 3"+N'SOLID WALL OR 6" \_kN D S Cgp 18'-0"MAX. C. to C. PRECAST TRAFFIC CORRUGATED PIPE LEGEND LL- ca FARING CONCRETE NDS #1242, #12,43+ 0 < SDR 35 PVC INLET PIPE SE U- DOME OR SLAB TOP #1245 UNIVERSAL D E W PLAN FOR PIPE SIZE LOCKING OUTLET TWST PROPERTY LINE Lu LD GRADE LOCK INTO POSITIO� LU 2'-0" MAX AT ANY KNOCK OUT age Drainage Calculations and Structure Schedule TEST HOLE DATA TIDAL WETLAND 4f / 4 ----T (TEST •HOLE DUG BY K.WOYCHUK L.S. --ASEE PLAN FOR NDS 990 Structure - T ON AUGUST Z 2016) BOUNDARY SDR 35 PVC OVERFLOW ❑0 ED:❑I ❑ E 0 TOP OF DRYWELL Drain Size Elevation Invert In Invert Out � A I PIPE SEE PLAN FOR PIPE-- 0 D = E:1 0 ELEVATION) GREEN GRAZE DR BROWN APPROXIMATE nF NEW PERSPECTIVE VIEW SIZE El E:1 = E] 0 SLOPE SLOPE Dwelling(3490 SF @ 100%)+Proposed Screened-in Porch (224 SF @ 100%)+Proposed On- OL SANDY LOAM 0.91 EDGE OF SHORELINE < BACKFILL 3'-0"MINIMUM I TITLE: j 0 E = 0\11 L ---- AROUND DRYWELL WITH Grade Masonry(1056 SF @ 100%) ------- 4770 ------ GEO TEXTILE i N rA 4770SFx2"rainfall (.167)=796.6CF/8'Dia.Drywell(42.3)=18.8 depth req'd BROWN PROPOSED 1 0 ❑ED 1 1"-1 1"MEDIUM COARSE 81 10' NON-TURF BUFFER TIED TO WIRE FENCING 4 2 Dw-1 Dia x 10 depth SM 3.3 STORMWATER D 0 ❑ E] 0 1 SAND/GRAVEL 2"x4"OPENINGS [AWN + WIRE FENCE J: DW-2 8'Dia x 10'depth TOPSOIL 10 0 ❑ 0 DE 48" FENCE POST 3"CRUSHED 20'depth provided PROJECT LIMITING FENCE SILTY SAND MANAGEMENT 1A E 8' O.C. 1 0 ❑E] ❑ E1-04 PRECAST CONCRETE 4 Proposed Pool House&Shower(128 SF @ 100%)+Proposed Covered Lower Deck(128 SF @ PALE COMPACTED SOIL BROWN EXISTING STORM DRAIN RING STONE BASE GRAD 7-0"MIN HEIGHT AND DIAMETER 100%) GEOTEXTILE FINE100'SETBACK FROM CONTROL PLAN TIDAL WETLAND BOUNDARY AS INDICATED ON PLAN 256 SF x 2"rainfall(.167)=42.8 CF/4'Dia.Drywell(8.8) 'dep h req'd 4.86'depth TO TO BE BURIED GROUND WATER LINE 12.8' EXISTING IN GROUND, NON-RATEABLE SOIL NOTES: DW-3 4'Dia x 5'depth SW COARSE CONTOUR �j (5) SAND AS SHOWN\ SLOPE 15'depth provided I -0 -T PROPOSED CONTOUR 6-0"MIN DRYWELL TO BE INSTALLED Swimming Pool Backwash Drywell 0 5 10 RATEABLE SOIL AS PER STATE AND LOCAL SAND AND GRAVEL -COMPACTED' JPD-I 16'Dia x Gdepth I X (9.0) EXISTING ELEVATION COARSE FILL CLEAN MEDIUM COARSE BACKFILLSUBGRAID -7 +25.18 PROPOSED ELEVATION II lil=1 CLEAN MEDIUM--------- CODES NOTE: NOTE: E 2" MAXIMUM DRAINAGE AREA SEE PLAN FOR WIDTH NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS. #1242, #1243, #1245+ !Scale 1"=10'-0" 1/2 ACRE / 100 LINEAR FEET AND DEPTH #1266. USE #1206 IF PLUGGING AN OUTLET. IDW PROPOSED DRYWELL DIRAWN BY: S..PRETZEL,RLA SILT FENCE PRECAST CONCRETE DRYWELL NDS 9" CATCH BASIN MATE:2017.08.16 SMCP 2 Section Not to Scale 3 Section Not to Scale NO WATER IPD-11 Mir-VIOMU: Section Not to Scale 1 17 1 PROPOSED ED DRYWELL SHEET OF "7�JPR El CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 GENERAL NOTES: FOUNDATION NOTES: DRAWING ISSUE DATES 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO CLIENT DESIGN MEETING 7/13/16 ULTIMATE ICE SHIELD UNDERLAYMENT THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ENGINEER MARKUP 11/21/16 GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS ACCORDANCE WITH THE NEW YORK STATE UNIFORM SCDHS PLANS 11/30/16 BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. CLIENT REVIEW 5/25/17 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 2-ALL REBAR ASTM A-615 GRADE 60. ISSUE TO MPLA 5/28/17 Pricing&Permit 8/8/17 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE VERIFIED BY CONTRACTOR(S)PRIOR TO START OF INSTALLED A MINIMUM OF 3BELOW GRADE UNLESS INDICATED OTHERWISE. CONSTRUCTION AND ORDERING OF MATERIALS. THIS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" FOUNDATION HAS BEEN DESIGNED FOR A SOIL BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH BEARING CAPACITY OF TWO(2)TSF AND GRADES WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT GIRDER AS SPECIFIED THESE CONDITIONS ARE MET. ALL FILL BENEATH 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS BLOCKING PER _ SITE DATA RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. MANUFACTURES SPEC. _ SCTM# 1000.66.03.01 JOIST AS SPECIFIED i 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING 625 Arshamomaque Avenue CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. • METAL HANGER PER L' PROPERTY ADDRESS a- (1)CS18 METAL Southold NY 11971 AND DECKS ETC.. 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. MANUFACTURES SPEC. • STRAP PER STUD w/ (I- K STUD w/(8)8D COMMON NAILS PER END (1)CS18 METAL STRAP PER ; (8)8D COMMON 4. DO NOT SCALE DRAWINGS. ZONING R40 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. �✓ �' F NAILS PER 12"END LENGTH •: 5. DESIGN CONSULTANTS OR RECORD ARCHITECT 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. Typical Joist Hanger BUILDING HEIGHT ALLOWABLE- 35 FEET ENGINEER ARE NOT RESPONSIBLE FOR THE Not To Scale INSPECTION,SUPERVISION,OR ADMINISTRATION OF 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE o LIFTS TO 95/o OF MAXIMUM DRY DENSITY. �., T AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ANCHOR BOLTS SHALL BE THE RESPONSIBILITY OF THE 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH N0.5 OF NEv"I CONTRACTOR. REBAR DOWELS. I 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UNDERPINNING PROCEDURES: RAFTER Leo FACILITATE CONSTRUCTION AND SHALL NOT BE A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. (1)SIMPSON H2A STRAP PER CONSTRUED ASA CONTRACT BETWEEN BUILDER AND RAFTER w/(12)8d COMMON NAILS MASONRY WALL OWNER. B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. WALL PLATES 7. THIS STRUCTURE HAS BEEN DESIGNED IN INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. ACCORDANCE WITH THE NEW YORK STATE ENERGY Drawing Legend: STUD WALL C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE CONSERVATION CODE. AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS : _ _ _ _ _ _ _ Wall To Be Removed ANCHOR BOLT 8. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY. Wall To Remain 4'O.C.(TYPICAL) D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEYWAY New Wall 2 Rafter/Plate/Stud Connection a • 12"FROM CORNERS First Floor & Sill Anchors BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 7 New Foundation Wall Not To Scale I Not To Scale F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. __---___ Lines Above 0 G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE ------------ Lines Below MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ---------• Guidelines 13-DOWEL TO EXISTING FOUNDATION WALL WITH N0.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR -••--------- Fence Nail Sizes THREE FEET FROM NEW WALL. Joint Description (common nails U.a.N. Nail Spacing 101 Door Tag ROOF FRAMING VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: 'WALL STUD Header & Post Tie Downs 8'-0"H.FDTN.WALL- #5 REBAR @ 48"O.C. 6 9'-0"H. FDTN.WALL-#5 REBAR @ 48"O.C. Not To Scale Rafter to Top Plate(Toe nailed) 3 8d per rafter 101 Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist 10'-0"H. FDTN.WALL-#6 REBAR @ 48"O.C. Window Tag Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 14-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap D�Axxx7►- � Section X, Collar Tie to Rafter(Face-nailed) 2-8d per tieFRAMING NOTES' Sheet A-XXX FLOOR JOIST Blocking to Rafter(Toe-nailed) 2-8d each end � Rim Board to Rafter(End nailed) 2 16d each end xTHE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TOoxY�i'-;� Detail Tag WALL FRAMING THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side WOOD FRAMING x Elevation Tag WALL STUD Stud to Stud(Face-nailed) 2-16d 24"o.c. 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Header to Header(Face-nailed) 16d 16"o.c.along edges FB=900 PSI (1)CS18 METAL LIGHT WOOD-FRAME WALL FV= 180 PSI Interior Elevation Ta STRAP PER STUD - x xxx x g Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FC PERP=625 PSI w/(8)8D COMMON 2-16d per 2x6 stud E=1,600,000 PSI x NAILS PER END 2-16d per 2x8 stud PLYWOOD OPENINGS PROTECTION;THICKNESS 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 2 1 2 2 1 2 1.2 DEPENDS ON WINDOW OPENING FB=2,900 PSI Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d per foot WIDTH(I) FV=290 PSI 3 Stud Straps @ Second Floor Box (Face-nailed) PSI Not To Scale FLOOR FRAMING EC 2 ,000,RP=000 PSI Joist to Sill ,Top Plate ai Girder(Toe nailed) 4-8d perjoist NOTE: IN LIEU OF SCREWS,LUGS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Bridging to Joist(Toe-nailed) 2-8d each end W WITH NUTS AND WASHERS MAY FB=2,800 PSI Blocking to Joist(Toe nailed) 2-8d each end BE USED FV=290 PSI CS18 METAL STRAPS 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block FC PERP=740 PSI w/(8)8D COMMON Ledger Strip to Beam(Face-nailed) 3-16d each joist E=2,100,000 PSI M E R Y L K RA M E R NAILS PER 12"END Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist SEE a r c h i t e c t LENGTH Gable Roof Plan: 10 to 45 degrees DETAIL 4.ALL ANTHONY POWER BEAM APB IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Band Joist to Joist(End-nailed) 3-16d perjoist A ( ) RAFTER Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 Fb=3,000 PSI per foot Fv=300 PSI BLOCKING ROOF SHEATHING Fc PERP=805 PSI E=2,100,000 PSI Structural Panels 8d SEE NAILING SCHEDULE 2 1 3 E . FRONT STREET RIDGE BEAM 3 2 2 3 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM SPECIFICATIONS: POST OFFICE BOX 683 Diagonal Board Sheathing FB=975 PSI G R E E N P O R T, NY 1 1 9 4 4 1"x 6"or 1"x 8" 2-8d per support FRAMING FV=175 PSI 1"x 10"or wider 3-8d per support FC PERP=565 PSI 6 3 1 - 4 7 7 - 8 7 3 6 4 Rafter Straps 3"No.8 SCREWS 12"O.C. m E= 1,600,000 PSI m k a r c h i t e c t . c o-� Not To Scale CEILING SHEATHING 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field ( ) WASHER TYP. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED WALLSHEATHING 1/2"PLYWOOD CONNECTORS,STRAP ETC,ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL Structural Panels 8d (see table 3.9) CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Fiberboard Panels GLASS 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING SIMPSON DTT2Z 7/16" 6d 3"edge/6"field OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. w/ 1/2"0 GALV.THREADED RODFIELD). 3 2 2 3 25/32" 8d 3"edge/6"field w/ NUTS AND WASHERS 7"edge 10"field PLASTIC-COATED Cannon Residence (INSTALL AT EVERY OTHER DECK JOIST) Gypsum Wallboard 5d g / PERMANENT WOOD SCREW 9•ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 101D Hardboard 8d (see table 3.9) ANCHORS COMMON NAILS 3"O.C.EDGES AND 12"O.C.FIELD. Gable Roof Plan:0 to 10 degrees GLASS Particleboard Panels 8d (see table 3.9) 10.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. Southold,625 Arshammoma que Avenue Diagonal Board Sheathing 1/2" PLYWOOD NY 1"x 6"or 1"x 8" 2-8d per support FRAMIN 11.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support 12.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Zone 1 Zone 2 Zone 3 FLOOR SHEA ING Structural Panels 13.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. FIELD 12"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field WASHER(TYP.) 14.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 greater than 1" 10d 6"edge/6"field STAINLESS STEEL. EDGE 3"O.C. 3"O.C. 3"O.C. Diagonal Board Sheathing 3"No.8 SCREWS 12"O.C. 15.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. FLOORJ 1"x 6"or 1"x 8" 2-8d per support DETAIL A-TYPICAL ATTACHMENT OF JOISTS DECK JOISTS ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON 1"x 10"or wider 3-8d per support PLYWOOD OPENINGS PROTECTION TO STEEL COVER SHEET NAILS-2 1/2"X 10 1/2"GA.,PATTERN AS INDICATED ABOVE 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed WOOD-FRAME BUILDING FOUNDATION 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 OR FRAMED FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO"FASTENING be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. All Drawings Printed on 11x17 SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION 2• ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. WALL 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD Paper Scale is 50%Scale Above to be reduced to 1-16d nail per foot. FRAMED BUILDINGS 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE 5 Typical Deck Lateral Load Connections PLANS. Not To Scale 9 Simplified Roof Sheathing Nailing Schedule Not To Scale 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN SUPPORTS. A-000 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. © 2017 Meryl Kramer Architect All Rights Reserved 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. DRAWING ISSUE DATES CLIENT DESIGN MEETING 7/13/16 ENGINEER MARKUP 11/21/16 SCDHS PLANS 11/30/16 CLIENT REVIEW 5/25/17 ISSUE TO MPLA 5/28/17 Pricing&Permit 8/8/17 ExTERIOR DOOR SCHEDULE NOMINAL SIZE OPENINGS NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT RO Width I RO Hei ht Thickness FINISH HARDWARE REMARKS 0 CLOPAY CG11 Overhead 1210" 710" Sandtone Refer to Pro'ect Manual for info 1 UPSTATE Swinq Simple 3'01116'8" EMTEK JEFFERSON V.I.F. to fit existing R.O. - To match Boathouse 2 ANDERSEN FWHID31611AR Swing Simple 3'3" 6'11" Ext -Sandtone (Int)-White Newbury- B. Brass interior / Oil Rubbed Bronze exterior V.I.F. to fit existing R.O. 3 WEILAND Lift & Slide 12'0" 710" Ext -Sandtone (Int)-White Bright Brass interior / Oil Rubbed Bronze exterior 4 ANDERSEN FWHID60611 PALR Swin Bi- art 610" 611 Ext -Sandtone (Int)-White Newbury- B. Brass interior / Oil Rubbed Bronze exterior 4 ANDERSEN FWHID60611 PALR Swin Bi-part 610" 6111" Ext -Sandtone (Int)-White Newbury- B. Brass interior / Oil Rubbed Bronze exterior � f�'' -,, ► °?4802 �NEW'l0 INTERIOR DOOR SCHEDULE, (PREHUNG?) - contractor to verify sizes prior to ordering NOMINAL SIZE OPENINGS NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT RO Width RO Hei ht Thickness FINISH HARDWARE REMARKS 101 SIMPSON 82 Swin Bi-part 510" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking DravAngLegend: - - - - - - - - 102 SIMPSON 82 Swin Bi-part 410" 618" 1 3/8" Paint Grade Reuse existingSolid Core Flat Panel Ovolo Stickin WaIIToBeRemoved - - - - - - - - Wall To Remain '103 SIMPSON 82 Swing Simple 216" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo StickingNew wall 104 SIMPSON 82 Swing Simple 2'4" 6'8" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickinq New Foundation wall -------- Lines Above 105 SIMPSON 82 Swincl Simple 2'0" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickin ------------ Lines Below 106 SIMPSON 82 Swin Simple 216" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking Guidelines 107 SIMPSON 82 Swin Bi-part 510" 6'8" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking — — — — - Fence 101 108 SIMPSON 82 Swin Simple 2'6" 6'8" 1 3/8" Paint Grade Reuse existingSolid Core Flat Panel Ovolo Stickin Door Tag 109 SIMPSON 82 Swinq Simple 216" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking Window Tag 110 SIMPSON 82 Swinq Simple 216" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking - 111 SIMPSON 82 Swin Bi-part 5'0" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Pane!, Ovolo StickinSh eSectltAxxx 112 SIMPSON 82 Swin Bi-part 5'0" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickin-q 2'4" 6'8" 1 3/8" PainGrade �__ � Detail Tag 113 SIMPSON 82 Pocket Simple t Reuse existing Solid Core Flat Panel Ovolo Stickin 114 SIMPSON 82 Swin Bi-part 310" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking 4> Elevation Tag 115 SIMPSON 82 Swinq Simple 2'6" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickin 116 SIMPSON 82 Swin Bi-part 2'6" 6'8" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickin XX Interior Elevation Tag 117 SIMPSON 82 Swin Simple 216" 618" 1 3/8" Paint Gradn' Reuse existingSolid Core Flat Panel Ovolo Stickin �X 118 SIMPSON 82 Swin Bi-part 216" 6'8" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel. Ovolo Stickin 119 SIMPSON 82 Pocket Simple 2110" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickin 120 SIMPSON 82 Swinq Simple 214" 6'8" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickin 121 SIMPSON 82 Swinq Simple 214" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel. Ovolo Stickin r 122 SIMPSON 82 Swin Sim le 216" 618" 1 3/8" Paint Grade Reuse existinq Solid Core Flat Panel Ovolo Sticking M ERYL KRAMER 123 SIMPSON 82 Swina Simple 218" 6'8" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking a r ` h i t e ` t 124 SIMPSON 82 Swin Bi-part 2'0" 6'8" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Stickin 125 SIMPSON 82 Swin Bi-part 218" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking 2 1 3 E . FRONT STREET 126 SIMPSON 82 Pocket Simple 2'6" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking POST OFFICE B O x 6 8 3 127 SIMPSON 82 Pocket Simple 216" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking G RE EN PO RT, N Y I 19 44 128 SIMPSON 82 Swin Bi-part 5'0" 618" 1 3/8" Paint Grade Reuse existing Solid Core Flat Panel Ovolo Sticking 6 3 1 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m 129 ISIMPSON 182 Pocket Simple 1 2'6" 6'8" 1 3/8" Paint Grade lReuse existing Solid Core Flat Panel Ovolo Stickin WIPCIOW SCHEDULE NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT HARDWARE GLASS & REMARKS Cannon Residence DIVISION A 22 ANDERSEN (A-SERIES) ADH 3054 Double Hung (Dd)-Sandtone (Int}Primed 310" 5'4" Traditional Lock & Keeper (White) SEE ELLS. TruScene- Full 625 Arshamomaque Avenue Southold, NY B 8 ANDERSEN (A-SERIES) ADH 2848 Double Hung (E)d)-Sandtone (Int}Primed 218" 418" Traditional Lock & Keeper (White) TruScene - Full C 9 ANDERSEN (A-SERIES) ACW 2430 Casement (DO-Sandtone (Int}Primed 210" 310" Contemporary Folding (White) TruScene- Full D 2 ANDERSEN (A-SERIES) ADH 2044 Double Hung (E)t}Sandtone (Int}Pfimed 210" 4'4" Traditional Lock & Keeper (White) TruScene - Full E 1 ANDERSEN (A-SERIES) ADH 4044 Double Hung (DM-Sandtone (Int}Primed 410" 4'4" Traditional Lock & Keeper (White) TruScene - Full F 1 ANDERSEN (A-SERIES) APW 2024 Fixed Glass (Dd)-Sandtone (Int}Mago 2'0" 214" TruScene- Full WINDOW & DOOR G 4 VELUX VSE M06 Skylight 21-61 /1611 31-93/41' INSECT SCREEN, ELECTRIC SHADES & RAIN SCHEDULE SENSORS All Drawings Printed on 11x17 CONTRACTOR TO PROVIDE Paper Scale is 50%Scale Above ALTERNATE FOR VSS (SOLAR) A-001 © 2017 Meryl Kramer Architect All Rights Reserved r - - - - ' - DRAWING ISSUE DATES CLIENT DESIGN MEETING 7/13/16 ENGINEER MARKUP SCREEN PORCH SUPPORTING11/21/16 TIN D SCDHS PLANS 11/30/16 F / G E - - - �K - _ 6x6 ACQ POST TH� RgM�NG TO _ CLIENT REVIEW 5/25/17 AREq RFA1q/N — — — ISSUE TO MPLA 5/28/17 Pricing&Permit 8/8/17 GRADE GRADE ...__l.i... _ I II @ 18 O C HORIZ . CD I #4 DOWELS @ 18"O.C. - CENTERED IN WALL Q o z_ 4" DRAIN IN 3/4"CRUSHED STONE WRAPPED IN NON-WOVEN FILTER FABRIC a \ ,Y ,� Ed�RO�i / �AF2!\ o ..,. ' - (2)#4 H RIZ. �\ �f q�� I EXISTING q \ � �� O U� � �s�•• ` / SWIMMING POOL I \\ 8" 8" 8" / 024802 2'-0"NE F OF NES` �I OUTDOOR SHOWER pIv D \\\ I ABOVE -`lw 'T % BOTTOM OF FOOTINGS NEXT TO POOL \ Section Detail - RetainingWall a DROP•G�Ox`� I %� TO BEAT LEAST AS DEEP AS BOTTOM OF POOL 2 Scale: 1/2" - 1'-0" �.� ER(7Y - I / - CIV Q LINE OF RAISED DECK ABOVE �i/ Drawing Legend: O �I �a Wall To Be Removed a �' t+� Q Wall To Remain POOL HOUSE �y o ABOVE Z -- New Wall U a _ / •,. // New Foundation Wall I NEW 2X1 13 4 �� - ;. . -------- Lines Above 1 DC 0 k W \ @q6 Q� KJ ISTS Zp 2c & \ -------- Lines Below o'Lo x�' "Q' / / / �\ / � \ SCREENED PORCH SUPPORTING PIER Guidelines �I - / / / `. / y �\ \��\\ NEW 6x6 ACQ POST -..- - - - Fence N \ // /� 1 SET ON 12"SONOTUBE sos Door Tag -300 w/(3)#4 VERTICAL DOWELS, O Npw ON BIGFOOT BF28 FOOTING 2X10gC �!o ��/�,� \ A ?J \ 36" MIN. BELOW GRADE io1 ] ` Q DECK J �/ �� \ window rag @ 16 0 C O/STS �/ Pj�e \ /\ �OFP o 90+ \ - •`Ely =O/�Q /�� \\ // / / Ga 1 �� 6) P \ 2x12 STAIR STRINGERS TYPICAL PIER Axxx Section X, Sheet A-XXX @ 16 O.C.(TYP.) NEW 6x6 ACQ POST NEW - -I `. �Ooe \ /// / �, 00� @16 pOF w�20 #40VEROT CAL DOWELS x ' /� NOTUBE r- ' Detail Tag DSTEPSqB 2x12 STAIR STRINGERS -�;� I Qv Q, \\ / O� Ct ON BIGFOOT BF24 FOOTING OVE @ 16"O.C.(TYP.) �;� - - % yo \ // /� ��OQ OisT �� \ 141-01136" MIN. BELOW GRADE OUTSIDE OF ST TO OUTIDE OF FND ALL x Elevation Tag �Y�� \ p?/ // Oo ��\ �/ X. ^ SA AS SCREEN PORCH WI H POST TO BE SET FLUSH TO OUTSIDE CORNER Q X / ' J \ / \ / / \ OF FOUNDATION WALL P.T. 2x4 DIAGONAL BRACING ��1 BOO `L}�` // o'/�`�+O•\\ // / / \ Interior Elevation Ta FROM TOP OF PIER TO FLOOR BEAM (TYP.) �. oy � �\44 / FAQ 9�,� QG Q1 / / @Z �'•O ��,� Sa / P },y0 / // / \ LINE OF RETAINING WALL xx g 1�0''' / / -. -,— — - - - __ - - SEE LANDSCAPE DWGs x X. - - - - - - - - - - - - - - - - O�F\\ - - —.�NEW�2x10AC�\\ O / i/ /� / �+11; ` c1 - - - - - - - - - - - - - - - - - �O ` 'DROP GIRDER TYP. I -NEVA212x1UAC�. - -_. —. /�270\ / / crn \ \\ / ��t,& Y 2 DROP GIRDER(TYP.) F �C'Q O� w ci -300 ✓✓ cy C5 NEW RETAINING WALL AJ \ /DPG' q. wp p 00 SEE DTL.(2/A-100) /�"V 0 Q r I i;`. M E R Y L K R A M E R I— /��Q' O@ Cj I a r c h i t e c t I o I /O�"R X I 2x12 STAIR STRINGERS I Y J/; O N z I @ 16"O.C.(TYP.) IL - - - - - - - - - - - - - - - - - - - - - - - - - - / 3:: I — —— — — w U -5�--.�. 0 o z NEW 2 2x10 AC I a —.— —.—.—.—. —.—.—. — — — — — — — — — — -- �- DROP GIRDER(TYP.) —•—•— —— — —— — —�.—. —.—. —.—.—.— j 2 13 E . FRONT STREET 0@ 2 `- _.- - I-�T"'-i m POST OFFICE BOX 683 2'-0" FOUNDATION WATER PROFlNG NOTE: A300 GREENPORT, NY I 1944 I�--- LU -TRENCH WHOLE LENGTH OF REAR FOUNDATION Q LINE OF NEW FOOTING BELOW — v Lam'—L'� w LU " - - - - - - - - - - - - - - - - - - - � D O I I I I ~ 6 3 1 - 4 7 7 - 8 7 3 6 z -PROVIDE BITUMINOUS WATERPROOFING ON EXPOSED FOUNDATION WALL I ( I 1 0 LUS210 HANGER, (TYP.) -PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE I � I I I I —Z _ O m k a r c h i t e c t c o m NEWZ1/2*x 7-1/4'-XP.S — — — — - —rte 1 0 I I •— •-------I- .' I I I I I � W z EXISING BUILT-IN STORAGE CABINETS I I L _ - - _ - - - - - I TO BE MODIFIED- - - -} - .-. ._. .. - -_ ... ..» �. . . .. - ... .., b b b' EXISTING GARAGE DOOR NEW 10"x16"CONC.PIER . TO BE REPLACED , W/P.C. FpOTING ^,, SECURE TO EXISTING FOUNDATION Cannon Residence (TYP.) SEE(1/A-300) 625 Arshamomaque Avenue O Southold, NY EXISTING BREAKOUT EXISTING BOX BEAM MECHANICAL SPACE" SISTER EACH EXISTING FLOOR JOISTS w/(2)2x8 FLOOR JOISTS JOISTS SEE DETAIL(1/A-300) -~ EXISTING NEW 2x6 STUD WALL - _.._ - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - OIL FIRED FURNACE EXISTING AIR Proposed HANDLER EXISTING EXISTING Basement Plan OIL TANK (3)5 1/2"x8" I-BEAM D.J." Scale: 1/4"=1 '-0" — o — — — o — — — — — — — — -- - _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — -------- 50Scale Above EXISTING All Drawings Printed Paper Scale is INDIRECT „ .... FIRED o)_�Fndaip�n/ o�?tin PlanA- 100 Scale: 1A = 1'-0 © 2017 Meryl Kramer Architect All Rights Reserved SEE A- 1 01 b DRAWING ISSUE DATES t I O CLIENT DESIGN MEETING 7/13/16 I T R - R ENGINEER MARKUP 11/21/16 SCDHS PLANS 11/30/16 Cx -300 C U ENT REVIEW 5/25/17 1T 9„ 8 ISSUE T 0 MP LA�. 5/28/17 � Pricing cin Permit>;& ermi 8817 { O 51/2 13-1 5 1/2" 7'-10 1/4 I O� NEW- N E SCREENED PORCH 1 HUC68 CONCEALED FLANGE E HANGER 5 1/21 x 7 2 APB TO 5 1/2w x 9 1/21 APB NEW 6x6 ACQ POST CONTINUOUS FROM FOUNDATIONPIER ABOVE NEW WOOD STEPS\ - ---- - - - - - - - - - - - - - - D IN MAHOGANY / ( ) I - -- - - -�- - - - _,.- - -� '.;:.. ..;':':•. :'=' .......................-..__....---------_.... -_....---------- - _ - - - - -NEW 51/2'x7 1/4'A.P.B.HEADER / ---- - - - I NE OF EXISTING DECK • ., ., :., .::•...,. . _�;�...- RED • ' •: :' ,`- �;•:,,-, ,, a / _'• ., :T'._.... — -N°bO - - ------ - - TO BE REMOVED C� �YL K� :r• ------- --- ----- -------- - - - ----- - .._.. --- -- ---- - - �C/ I� - -- - I •9 / - - {- L —( J n- ------------------ - -.... --- - - ------- - - _ .;< - _--__-- ---__--___-_ _ ___ �-�--I fie - -- ---- :..----- --- ._.._._.._ —T -1 NEW 36' HIGH CABLE RAILING (TYP.) _ _..------------------ I -CATHEDRAL CEILING- 1%6-300,F -300 _.. _. ?t _... --- ------ - j S DTL.(3/A500)-----,--� — - -- -m { .T:- SEE _ -- --------------. ........_..- _.-... -:.... _ _ - ---_- _ _ ............. __............... ... _ _. .. _.._-........ - ..... - - --... - --- - - - - - O�� - T -- -- {-- -- - _-_ -i----_-� - - -- -- - - Z - ------ __........:_.....__... - -- -- - -_ o - - -1 ----- ----- s-- --- -- ------- -.:.-- - - --- __7_41_i5- 1/2'x 91,/2'AP N � E � i w I I OF N E��{ - --1 --- - - -�- - - - -- -- - - - j XI.132 -- -- - ---- - --- TO POST)=�}r-I - - .Kd` V HL-m E-=: liL-I� -- } - - - - --..._ -- - -.-.._-._.. .....----......_..- -' - - ...- .... --- -- -- ....-... - a r=t - ---------- j -------- 14 -6 ---- - 18'-2" --- --- T- �y f.._L...-... _--* Z w > < r ---- _ N L - - - -- - - -- - - - - _- -' CENTER NEW SKYLIGHTS --- -- 3- 1/2 3-0 1/8 1-9 5/8 - a --� - -- - 00 F----------ON - -- - N PAN - { . w - -- - - .--- - ------- -- ---- - - ----- - --- ---------- -- - - -------------- --------- EE ELS ._ .. - -- i SCR - 1 - — - - - --•-- ----= - --- -_- T -- � � T N - --- ---- �J ---�--- - - -- . z —es6v� I EW WOOD STEPS J N - ------ I --- - ------- 1-- -- -- -�------- - -_ --- - - _...... ----- L- ,._.............._ .... { I I Drawing Legend: REMOVE EXISTING SLIDING DOORS-1 = r,-- _ - ------- L-_ -_ �_--_____. __._- - - ----------- - .. ..............- ....- - - -- - -.... _... - - - - - -- ---- I - --- --- - - - - - - - - __ --- - - ---------- ---- -...___------ ---_--_--------_- -- ------------- - -------------------------...:_.. - ----- ...._-... - - - ---..--. .._.... --- —I all ToBe Removed r NEW FRENCH DOORS---- N _ _ � ' �- -1..----- -- - - - - - - - - W B REMOVE EXISTING SLIDING DOORS REMOVE EXISTING SLIDING DOORS- j i -�^; DOUBLE HUNG WINDOWS - - - — Wall To Remain I -- N - - IND W NEW BLE 'HUC610 CONCEALED FLA A ----- -- -� -- ----1..---- - --.�. - ----- I---------_... --- -- --._. _—NEW DO U BLE H U NG W 0 S-- DOUBLE-HUNG HUNG WINDOWS. -- - --------- ----- -- -- --Z T NGE H NGE - - - ... . ---' -- --- -- - --- U P - -- - --. 91,/4•APB TO 51,/2'x 14'APB)_ •............ ...._.. _ _.. _t - NEW GATE New Wall A -,.-------- - - --.. - . _-_.-..- - -- - - -f- ^ - 1...-.. ------ _j 7q --- /� /� 7� - t - - --I — _ - I - New Foundation Wall - - -- -� --- -- --- ---- - - -- - -- - ----- -- ----- ----- ---— ------ - � -- --- —r- ------------ -- --- -- - ---- - � - ----------- _.......... ---- .._.-._..-.. -- 1- - - - - - -- - -- ------ ----- - -... ---- - �-- - - - .._..... --- ----- -- - - - ---- .i...-- -- - -- -- 1- -- _-- -- - -------- Lines Above r r- r ---'--- - ---- ----I- ------- -__-- -1-. - __ - - -I- --- ---�----------- --------------- � -v ----- ---- -- -------- -- -------�--- -- � ..,, •, ____-_ - _ __ _ - i 'i I _ ------------ Ines Below - � ( I I I L. - - - - - - - . NEW DOUBLE - � � --------- Guidelines � �� 51/2'x14 A.P.B.HEADER POST °� - --------- Fence ' EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. SEE DETAIL(1/A300) FROM RIDGE ABOVE B �' m to 00 101 Door Tag M 112 MASTER CC REMOVE EXISTING (2'x14'APB TO POST o c- A L+-I CLOSET 1 REMOVE EXISTING SLIDING DOORS DOUBLE-HUNG WINDOW �;� A500 NEW FRENCH DOORS NEW CASEMENT WINDOW ECCQ663DS2.5 CAP B Oo UO101 Window Tag W/ DOUBLE HUNG WINDOWS IN EXISTING OPENING - NEW DOUBLE-HUNG WINDOW (nP•) BEDROOM 3 BEDROOM 4 REMOVE EXISTING CASEMENT WINDOWS o Section X, V Sheet A-XXX NEW DOUBLE-HUNG WINDOW MASTER BEDROOM SUMMER LIVING ROOM B 00 60 50 x Detail Tag REMOVE EXISTING CASEMENT WINDOWS 111 MASTER12 x CLOSET Elevation Tag KI NEW DOUBLE-HUNG WINDOW TCHEN/DINING AREA AC-.i 118 x�x x Interior Elevation Tag 116 - - - - x �LO� CLOSET CLOSET 115 117 CLOSET - - - - - Cl? 126 REMOVE EXISTING CASEMENT WINDOWS 'n 110 109 NEW DOUBLE-HUNG WINDOW 113 I MASTER BATHROOM NEW RECESSED U C EQ. EQ. MED.CABS. ENTRY FOYER -______- 125 CLOSET I MCV MERYL KRAM ER REPLACE EXISTIN o a COAT -------- OFFICE a r c h i t e c t CASEMENT WINDOW o o LINEN 108 CLOSET 114 LIVING ROOM CLOSET CLOSET 124 CLOSET I B c3' C 105 --- ---- I cam' - 1 0 - 128 SIDE ENTRY o 213 E . FRONT STREET M POST OFFICE BOX 683 104 REMOVE EXISTING NOVATED CLOSET NEW DOOR EMOVE EXISTING CASEMENT WINDOWS DN BATHROOM wEQ. EQ.STORM SCREEN DOOR NEW DOUBLE HUNG WINDOWS 119 123 B c3j CASEMENT WINDOWS MEDIA ROOM NEW DOUBLE-HUNG WINDO EQ. FEQ.' 6 3 1 - 4 7 7 - 8 7 3 6 �' _ 121 122 C� m k a r c h i t e c t c o m bo EQ. EQ. I --- --- ---- -- --- -_----------- - �, A 102 _ - ------------- -- s=-=--- --- ------- -- - --- - - _ XIST-ING- _ E'rti "1 I- REPLACE EXISTING DOOR -� - - - - - - - ...... :- STORAGE LAUNDRY ROOM THROOM --__'TRY-DE-G - ----- CLOSET --NEW WOOD DECKING , I 7`_�REMOVE EXISTING CASEMENT WINDOWS � , NEW DOUBLE-HUNG WINDOW BEDROOM 1 � - 129 REMOVE EXISTING CASEMENT WINDOWS I -- _ NEW DOUBLE-HUNG WINDOWS I NEW POST& DROP GIRDER Cannon Residence I --- - - ---- -- ----- - - - - 625 Arshamomaque Avenue 1- BEDROOM 2 s:--ENTRY D> cx-.:--- - ---- Southold,i------ ------ -NEW WOO DECKING,..------ o I S CLOSET --- -- / I EQEQL--------------- -- ----- ---------- --------- ---------------- ---------------- --------------------------- - -- - . -------- - -- - ------------------- F 4 O NEW - CABLE RAILING__ --- - ------ REPLACE EXISTING P - - - - - - - �t.Q -- CASEMENT WINDOW 11p, a - - - 1( - -- -- - ---- - ------ ------ ------- ------------- -------- - - - ---- -- ---- ---------------------------- EQ. EQ. Proposed �[�� [[�� [[�� First Floor Plan 'A �`''�) ��''J) ��`''J) --------- ------------ REMOVE EXISTING FIXED WINDOW ABOVE ABOVE ABOVE NEW DOUBLE-HUNG WINDOW Scale: 1/4"=1 '-0" A —REMOVE EXISTING WIND All Drawings Printed on 11x17 NEW DOUBLE-HUNG WINDOWS Paper Scale is 50%Scale Above 5'-7" 34" 11'-3 1/8" 3-4" 5'-7" 3-3 3/4" 7'-15/8" 3'-4" 3'-4" 3'-4" 3'-4" 3'-6 3/8" 3-7 1/2" 2-10 1/2" 7'-6" 21'-7" 1 le Ilk Ilk Ilk Ilk Ilk A- 1 01 a © 2017 Meryl Kramer Architect Irst Floor Plan - Main House AIIRightsReserved 1 a Scale: 1/4" = 1'-0" t l 4 DRAWING ISSUE DATES / ! CLIENT DESIGN MEETING 7/13/16 ENGINEER MARKUP 11/21/16 SCDHS PLANS 11/30/16 � CLIENT REVIEW 5/25/17 ISSUE TO MPLA 7 Pricing&Permit 8/8/17 o EXST. t c' d' +c� tED gRC s+ t 1 „ (P,,,, v o r t ( ! ! NEW CODE COMPLIANT POOL FENCE t t SEE LANDCAPE DWGS Drawing Legend: Wall To Be Removed NEW Wall To Remain POOL HOUSE t New wall SEE PAGES ' /- �( ' t - t � / ! /(`; ' i ,. I .': ! / / t ' New Foundation Wall (PH-1 & PH-2) ! ! / l ; l t ! / t ?,� ------ Lines Above I : :.. :• .. ! ! i t v l ------------ Lines Below - - - - - t :::'.�'•:: :'� .�,':, `., ,:. ..• •:.• : .:.: :.,'� , ,..,.,., ,... ,.:.•. ..: . :,_ . . / / -/ Guidelines t/ ------------ Fence 101 1 D o T - l ora� 1 _..... . :�..1 ,:. :NEw•. O g r l / r SYNTH IC TURF AREA ! 1 0 t 1. -300 'j;.• 101 Window Tag 2 O t i f., 9�, t � t I 1 Axxxe i n S ct o X ! 51 2 13-1 K 51 2 - 4 z 7 10 1 h S eet A-XXX _ - ......_ ( NEW SCREENED PORCH r- �; x Detail T / ag - 7. r ii 2 O Elevation Ta - � g HUC68 CONCEALED FLANGE HANGER (51/2 x 71/2 APB TO 51,/2 x 9 2 APB _ 11 ) • � ,_- �' - ---- NEW 6x6 ACQ POST CONTINUOUS _- T FROM FOUNDATION PIER ABOVE Interior Elevation Ta - - WRAPED IN MAH x xxx x g OGANY NEW WOOD STEPS / -�--- - -- ---_-- x I / - - -- - - ) NEW N \ I LINE OF EXISTING DECK -... :. ... , . •. .:� . - . , ,... -- -- �� - - 1/4'A.P.B.HEADER I - - �-I----, -- 1=-� TO BE REMOVED I � + ------------------ _ ..._....._......- --------------_-- - -- --- - T --- 2 ---- ---- - --- - --i -T- -- - --- --1--CATHEDR L CEILING- _.._.._ _ �. '. i_ .. 36" HIG —} f = f I -300 H CABLE RAILING(TYP.) -- , NEW SEE DTL.(3/A500)- --- - - -- - --- -- �. -m ------ ------ ----------------- _.... - -- - m f �- -- -- -� f oc -------........_..- - ...._ _-----_..__..----i-- -- --- --................ .. .... -------- 7--- - - --1- o - L ---- ------ -- -9-- -- - -EPC 6Z _ - /- jI W ------L___ M E R Y L K R A M E R —I - - 2 - -{51,/2'x 91/2'APB TO POST) _. ---- -------- --- - - .. _.. ... ... . ..... -- -...- ---------------------------- - - --L .._.... - I a r c h i t e c t — — 3 -I--- [----14'-6"-_ T 18'-2" -- -t - — -- N -- w I 7_ -- - - - --r—'-- c� 3'- •1/2" 3'-0 1/8" 1'-9 5/8" --Ji-'—'--------------.._..---.. __._.._ ..._....._.. ------ -.._. _... - ---- - ------ -- -- - _.._...__... --- --------------------- - - ------- . - ---... --- --- - - - _1---__ ._ CENTER NEW SKYLIGHTSo If =7------ --- ----- --- --- - i - - -- - - V I L PANELS -_ _....... - _.._.. _......................_....._........._......... . -- _ ..._......__.._......... _.-_-.--........ ... ._.._.__...--- .. ..._ _._ .. ....----........----------------------------- ----- ON SCREEN - - L - ----- -----�-------- ---------- ------ L -- - 2 1 3 E . FRONT O N T � � / p � / ( STREET -� - - (- T �- -1- — - - --- �KYkLMba HL f z EW W -- - ------ --------------.. .-----------------------�---------...---------- --------------- ------------- OO D STEPS N -- -- �-----------------___.._..------------� ..._...__..._------....--------._.._..----....�...........................---�-----------�---- --------- ---------------- -__ -- - --------1-------------- -----------L---------- ------ — - - -A)3(�V��— g86V�� I POST OFFICE BOX 683 i -- r - - --- - ----------- - T --I------ s-------- _ -�- __ - L��-1_ r -------..._.. . -_.._...__..._..... ... . ..... _ �_.__._...... ...... __...._._..._............._.. - -- --._..__. -------------------- ---....- _.__ ............ _............. ....._._.. - ----------- ---..-..-- - _ = G R E E N P O RT N Y ..... ... REMOVE EXISTING SLIDING D00 RSA----------------------- -- --.-- ---- - —- --------- - - I 1 9 4 4 -- r -- -r- -__ ---- ---T ------- -I --- -NEW FRENCH DOORS---_ ------ REMOVE EXISTING SLIDING DOORS REMOVE EXISTING SLIDING DOORS 6 3 1 - 4 7 7 - 8 7 3 6 N -i— -- --- -- f- ____.._..____.............._.._....__._--w/ DOUBLE HUNG WINDOWS ----- --N T---- NEW DOUBLE HUNG WINDOWS -- -- --- -NEW DOUBLE HUNG WINDOWS_ -t- _-__ .-L-._--- HUC610 CO - ' -- - ------- -- - -- -WINDOWS--'-- - 7----- _� 7 NCEALED FLANGE HANGE -- --- - - - --- -}----- _.L_------- - ----- - - - --- - — �! I �' UP -- - ----- --- —--- - [......_..._................ _[ T_._ _ ._.... ----- _ --- - - _ - -- (51/2 x 91/4 APB TO 51,/2 x 14 APB f �-4-�- -- -. .... _.... :. .... - --'- - - -- - -- -- -- -- -- NEW GATE m k a r c h I t e c t c o m - - -- ---- - ------------------ ---------- -- -- --- _ __................. r - _;.. - - -- -- _.. . _ -__ _. _ =1— .._ t -- - --------------- -�- - -Z- - --..... - - --......._... ---- ----- - - -- - -- --.....-- ----- -------- --....- ._.... -- - - --- --- --... - _..._ ._.. - _- --------------- --- - - -- �_- _ --1------ - -- - -- __.[.-- --- 1 ------ - ----- -- -- -- - -- - — _ _-.- - - I--- _ --I 1-- T 'T I 1 A I Ur N - - - - - - - NEW DOUBLE 51/2'x14'A P BHEADER POST EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. SEE DETAIL(1,/A300) FROM RIDGE ABOVE g UJ to- 60 M m � 112 MASTER � CC. � REMOVE EXISTING {51,/2'x14'APB To POST � Cannon Residence A �' CLOSET 1 REMOVE EXISTING SLIDING DOORS DOUBLE HUNG WINDOW m A500 NEW FRENCH DOORS NEW CASEMENT WINDOW �, w/ DOUBLE HUNG WINDOWS IN EXISTING OPENING ECCQ66SDS2.5 CAP B 625 Arshamomaque Avenue 00 NEW DOUBLE-HUNG WINDOW (TYP•) Southold, NY BEDROOM 3 BEDROOM-4 REMOVE EXISTING CASEMENT WINDOWS o NEW DOUBLE-HUNG WINDOW M MASTER BEDROOM SUMMER LIVING ROOM B L.*' 60 60 REMOVE EXISTING CASEMENT WINDOWS 111 MASTER 127 NEW DOUBLE-HUNG WINDOW CLOSET KITCHEN/DINING AREA A Proposed First Floor Plan LO_ 116 Scale: 1/4"=11 '41 CLOSET CLOSET 115 117 CLOSET - - - - - M 126 All Drawings Printed on 11x17 'n 109 P Pa er Scale is 50%Scale Above 1 F TT 110 113 - - - - - SEE A- 1 01 a A- 1 01 b 1 b First Floor Plan - Screen Porch & Decking Scale: 114" = 1'-0" © 2017 Meryl Kramer Architect All Rights Reserved � I . DRAWING ISSUE DATES . CLIENT DESIGN MEETING 7/13/16 1 ENGINEER MARKUP 11/21/16 SCDHS PLANS 11/30/16 CUENT REVIEW 5/25/17 1 ISSUE TO MPLA 5/28/17 � Pricing&Permit 8/8/17 1 -30 � I - - I NEW SCREENED PORCH _; / �� ,/ -�r-OR ETD,A _`Is I ,.N�> )YO �114 , , L , - L K %%% I, ... 4 13 0 * ." :11, I �,� ��,,," __41 . 1-... , ,I I I q 11�, . . * 1\ 0 . ,-k- .�, �?4302 . 11, I I . < _� ? i , � .�1 .. .. 1. -_ I - . OP N E\Nl I .... _ _ t 11 I I � I I i I ,q _... -1, . � �_- I I �. � � " -.1 ... I- ! .J.- , . ; ; I, . I . . I . 11 , - * . .1 , I I! . q_", 't 1 i 1, I , , ' 1 _- - - 4 - "I I , . , � - .. I .__�.... .... -4 - +. � _... ** I .� , i I . � � I.. !** I -1 I---I�_ ,- - 0 1- � ..... .... � �� - ��2 9 t � ME- - �_�__I` Pk� X8 F'ROA E I � I i oddr , . F�---Ir-_I�_ . . . � - _ __ I .- -- -- -- I �__; �_ I 'J 1 � I I I I � '' : , I ; �: i -1 �_, , 4 "I , . .. __ -, � !,- _, .__� L:� I - -..<� -. I- - , * * . � : i h �__' � I---�, , I �_ .. i '], .. > I I - : � : I I . i� � � - -, : j 1 I .- li ....., - ..... . .. .... , j...... ,,� 'I'. i... i- ___ (2) . : 1� I � i � 7 i � , ? I , , , �� l __ , ,� __ j ,, ;_� -� -< -- ,- : , . . I = 1 ,�� - - , - I __; , . I i I__I , . 0 �._.! �__ - - � __ - � N-300,F --RA ITF - l. I R, � ['.. - . . , r I . 0� I : I IE: � . ( I : I I . - . I 0 �� >_ - _ I I i I q I I r I . ; I 1. Vr 0- . i -I�- I _: - - "-11 I "" �, -�I cl��i .. .. Drawing Legend: I .. 11 . . , 0 ,�..... �.... E � ,,, , - ,�..... " * 11 1. - LU ��-I -I�_-4 I rl. �, � : = = = = = = : Wall To Be Removed z � � z-1 �� ,,,��, G S�" -.11 I LU � I --i -, I 3: , �,� 11 i Li �__: I �_ I - >.- 2 ,","', ��,,�� Wall To Remain I : I __ I 4L,� - -, - I I - � 0� _! " -1 H --I- I i�4 '� , "' ' i I � , � I 0 I . T 1z, r I I . . I - _=-__=11.11� NewWall (n l! :�--[ �--l NEW 2):ROOFRAFTERS ',�I, 7 - , , i . . I � JNEW�( )IR OF A ER$; -� 11 I I j I I ! ?r J �__ . . I i I I I - . � I i i I , ; I I _ � ._... 1.- I I . . z � 7 - __lx, � - - . � - __ - - i �__ . 01 �Q : IQ . � i�7 - �;M�_� IL �11 - I NEW ARCHITECTURAL GRADE -------- Lines Above � 1 . -.1 . I I 4 §� : I p I - � I I -.1-.1.11 11 j.... -J 11 . : � : I ASPHALT SHINGLES(TYP.) ------------ Lines Below .. i I � i >__ .. 11 i � . I [ ;1.T�[ I I j : I __� ___ Guidelines H .� 4_1 I I I . - "It- . -1 .-.-. , ; I . 11 : ;. . I . ; I � � - �� -.4. .... 17' ; - I � - - I ; I. I- J2 OiOF,R A .. -E T2) OC)t,-R...... : , , . . . - �_ - -..-..-..--- Fence �.i i� , � .1 I .. _.... .. I I . I I ... I. ...... - � � I .* ...I p� � I � �- -� - �. I . I . I �-I k! i - -_� Sir � � I.- .. I -- � Lf. ..... . L, I -1 �-- .I`— I - 1--j � .. _�, .-i -1, . 1-i , I, .. I 1�11 - DoorTag I � J ---I I-_ � L,p �-7 -I I -... ..I I- �-.�.- . - - . - - I . I I * _: �__! �--- ....; . � - p . I 1 � . : : � . ; I I -T.-. , : -.1 I - I - 1.11T.J.1111j"Y". 1- I I ; 1 4 1 1 I I L , I 1 1 -. I : JL 1 I J i I 1 I � I � . ...I � I --....I. .- I'. .17.t I I : 1 4 (3 .- 1-111 Y ' 'IT 1. i "- I : 1 � i j - I , , LI J - I " �- �1.........I... L � I : : � J i I i T_ I T _r � y I _ ... __ __l - I- I y _,._ 1-1.11- , -T -y- I - I "T _1 I Y* * . - - I I .T ' T � . ___ �j i I - I - I - - , , ..A.1-11-11 _,i . I , ."I"I I ''I, , Y- T I � I f I y I I T T 1, I - _ i --_T-I-' I'. I.y -� . -1 -_ _.� -J1, < I. i i I - . i I I T ' : , �' j I " 7 1 y - , - .1.....'T" I � 1 : , " '. i I- , . .� I : I I I I . : . . 1 ; I : , I- 1, , , `**r. 1'� , I I I T I I � I .,:.y I ., � i i I I i I I I . 11 T . - - I 7 1 - I - � I - Y , T '. T T i, I T L T . j 1 1, ' - i 1 I i I � I .. -Y-. - , i LT-.1 _J_ - , , I " � .. I_� ]... I T T I * - - � i .. . : - : I ! I I I I I I � I - I I-r : � I ��n7�� _r____L____�, ��7= :. .. 1 -1 I : I .-I I .. I I . ..... ,...I � T-'" I I- -_j ,.._y,- i .- i - - T * i__ _L_ L 80� i., S __��i If�_ _ Y_ � --- I - " _7 , ��!' , i . I , i ,-I I 11 _1_,_:__LTL�_ , _ .- �,_l __L_�_ _ __ - `I� I _LT-L L-=_ " __71_�: I _� I I�_ _ . I Illy T T , I 11 i � T I .� - T T ...k� 1._�,T ... L-1 ! T .I � I I, I � . I - � '11 � _,_L_,,� : � I : I j -y T T I y 1 1 1 : T ' T ' I i I 1- _ - - i- 1 1 --I-r -T. T�. � . I - . �---yj i i 1. I . ., �J - L . __j , � TT--,r-�r-`- � - I I---I--. 7 �_i L I I.... "I F . - G Window Tag I I , _,_-L. -.I-. 1 I I I i _L i - _ i -i -1.1 -L .,I- . I .. - I . ..'..'. , - , . : T I __ I , I ........�� , - - _: , , I , ,1 : I I I i I _. 1 - I i -11 - ---Y . I I : _- - I . I 1 j � I I T ' '�_. '. �,__ LI-L. L. J ,�: 1. _i I J-1- -1y ii - �-� .1.___-1� 4 W ---�;, 1-�.; , : I ! � I I �i- -1 : , � i.y .._1._y_..__ L I ,, j , ___,_.T i - I I -_T - I 1 J �0, - �� .. -1 'T I j_ . I T � f T'. , j I T I 71 i, ,;," '-.__T_y_.' I ' J L I 1 1 ' J 'I I L I -,[Y---,. .._ -:1-Y.- .-T-I.L. L_J. ----,. . I 1 _J L I .I L I I I I .T--.. I ,� 1, j-j T " L'1. f--I-,.'.. f yl Y, 11 ,-1 --- -, - - -1-11-1-1- I t" i �... - _.__ I r . � __,__1....r- � ! I f 1. .-a. 1 5 - - .. , ! . I , I .. T I � - , '_t_1 . Section X, --L - _L . _1_111L.- I Y � r , T---T_ I- r T � , , 1 1 j � -^--,*-,*I, _1 I T I I ! I I , .- I _L_j L J- I L --.,-- -y-L I . I 7_0 , ,, ' - i , � ! . I I ,-I I � I f , �-�I_ - ) - . I � y I T ' I ' " - _y ' _� _ T I T . . ; I I I . . I � I , 1 j I I : I f f I I i 11I [ 1 - T ., I 7 I - , � T ,T 7 T I . I � I I I I � � ,� I � � I 7 I - 1 T j_y T T - j ' . -T _� I I T L L-----',-- - , ---<' - I . I -- : _, _,4L_y_T__y_ __ i __T ! i . I -___T_ _y , .__ ..! I . - T -� . Sheet A-XXX , j T � lLyj, j ; : . . �_ . .. i FASTEN NEW 2x12 LAYOVER VALLEY L I . i I -_I , - I - i __ � 1 j - f .I I � I I -___ 11 I 11 -I -!' I I I ' I _� 1 1 L L_7 I- 7 1 , . I - 1 T __ . >.....I __1 .... _ .....� ....I .. I I-—, I -1 .1 ". _.I 1_1 1_1_.'�T, I- . T I T , . __,_.�L I � I I - I I I .1. -1-1-a- i�_l L-i-i- -_L - I 1--.1 i I j I L I .1 T I T F.' ' I -1 IT J- I I - 1. , 7 L li T !,� I .y . _Yll...y--11 ____ _____, _I ' T , - 1. I I r- 11 - - �j I � 1 - I I <_- i . - -i � _L,J__ _,___ I ! -i I 1- i L J i _ T � --, �, L,_1___J_L,J : I I L L I �i _1 I ' T J I.-:L--;__1,_L T T_ _ T_. - - _1 �' -,-----, - IQ - -�- , [ - -� I ---^Y-- I I . I , � - , Y_Lri_Ly__TJ7_TL__i1 � 11111.��,,�� _', , ", ,-:1 �- , � . . I i I I - T11 f Y - I L I : I .. : , . , � 7 1 :: I � ,�- . . - - I I I [ I I , I I-1 I _T_ _1__LT __ _ __L� , I I ; i 1 � ", f : I ' _ ! I I ;,.,-I-.",,.,, .11_:J��11T_T___1_7-_F- -1 1 T_ . _-) - - 'I " 1-11-Y _�� 11-. , -T , I _y--Y-y y - "11.11 i- -,-T- ,y I '." , - ,---__I i I , , . : . . T . , __ __ ---= - - y , . . ---- - ,.,-- - _y " :�, "�', " I T _*- I I � I �. I- � � -A- TO TOP OF EACH EXISTING RAFTER t----, , ; ; . I � I I ,�! I. _TT___y_L= - ---i- ---- _ --__i_ I=__ L L � I j �.Y'.. .r..---L."�, I I I I . I 1 - ! y y i �' � I f ! _ : I �_ �_ Y__�, __� __� I . I : I I I ,� i ______L____i_y_ -1, ----L-i_,-_- � 11 y �__-, I --- - � 1--i -,--LT-' � --I -LIJ -, ""� :,V:i,_ , s . t-- _t- 171__T_E� - i --. _� I I j Y T Y I -1 I I I . T T �--- --- ---I - y r . I I i I I I T � I , __L T , � T I . I 1 � . I . I , . I i . I I I � - __ I . I I - I r X N I _,_ I : I I . : -T 7-T-yL-1-11�I I 11 _7 ------ T_,T I : i ... I I 11 .. if- i I T L-f- -] -1-TU-1- -1 7y��L -1--z-, I r - I . 7 � 'I__1 I -1. I I - I I A�( T, 1 - T i-- ,.,.t-.,�,�,�i,�� .�..I..��,��l----,,. I I ---177 f - 'y I , I 1,,,,,,, ,, I I r I T Ly Ty., ;_ TL; -J.'', I I. :�,bAYLIIUH I � �,� . 1. 1. !. I..71. .__.___ .-TA-1- v_ . I ___[ y � T J - . I , I - y , y , � i .. � � . 1 . . . . � I I I � - � I I �_ --I ,P. ,-.. - , . I 11 . � I . - I i 1 i I I ; I I I T, 1 � : � � - I .. �, I.." � I .11.-.y.. NIZ�� ; . . ..I.,; - I" : T I ., - I i � ,I T ,, -T T T 7 T ; , I .� . f T T i : . F - f, ,�, I I I - I- 1 1 1�1 I I.........L J. i I .., 1. - - , w/(2) 1/4"0.5"SIMPSON SDS SCREWS(TYP) : Detail Tag T I i . , : 1 i . I I T T, T I 1 1 1 1 I T* .1 ' ' f ` I , � 1 � , , I T - I " � If , . ....... . .. .1.111. j 1 ,1_2, L_� I , --- I � I I . .1. . . ; 1 1 T I . . i T i . I , ! j. " .. ,j-.,,*...y - - , T.I.Y.1 - -, ..... I... I I I . I % � I i I 11 - 1 �1 . , I . �- I T ..- I ; i . y I I __ I '�' yl ; y , 1 f y -I ��, .I.Ll. , - , , �� , , � I , - T-1.1-11.1. i . - J� T T I � 1 7 1 T I 1 1 - � I I T T*- � I *' y I i.,A.. ...!. I I .I � _', ; -1 "" I - -I- J.-J. ..I �. T .1� T . i ...: L___1 , y I i � L , I " " i I T I I If J..... ,- 1L. . I.I .T.. IL-1....�....i'.,_!-!T. -1 .- I Y._ i ,_.. . - - . I ,..:,L TLY-1. I ,.J.. T** T* BEVEL TOP OF VALLEY&FASTEN ROOF SHEATHING TO IT T � . y- f, - T I I y T I � I * I ', T . I i � I . . I I I . Y. "I � . I . I . i �1 - __� --I � � I I , I �- T 1 I' � - 1 I I I I 1- .-T T ! 1 _J_ I. I T f. � I , � f � � I ! ..""L,'_I..... y I - T ' I 1 , T. f-1. '..,.T I I T I T �.*, � I I� ,11,�.RNAIN ,�' .1...L.T.,I..........I........-I............-1.1-1... T.,�]L.. 1" T.- ... 1 11111,44--1.11, 11y..I.Y.J.-I, y I T...-- I 1_1.. .....Y....L.-� : i � I , - � 1 4 1 I �:.j A j : �_ .11 I'll I"...,� I 'y-^ T : I � . - , _1 I."J.. I_.f Y 1� - I f . , � T I ��,:,; 1: I ,�:, . ....". . . I : 4 : : T, 1',I , I , I y : t 1"�"i I I I i I I - - I T T "I I I : I � T : _y I- I I - I � f , I I � I -1 i " : - T T I , , _ I - - 11 I I L.,... �T...i.. I i- i �_ : ,.1 - -,I , '..., 1"'y , " , y I. I I , 1 1 ......�1.'.�-.,T,�'_y I i Y T I T :'':-, I - I � y � I I I T I I � -1-1. -f , y - I * 1.1 1 � I - 1 I 1� � - r I i I , 1. 1 I I j : T I , y , I, I, ".., 1. I I 11 I , ** ! - I f T - - f T ' I Y ,T , f -I I I, I _� _j-�j I T I- y -�T- y w/8d COMMON NAILS AT 3"O.C. : �, - � I.i, : , 11 .- . 1 1 . I , : , 1. T -1 I : ' 1 T I , I TI I I I `- , I I I - � I __L_- I -- _y .1 . I I T 1:��-I--- -Y L�j , L L 1. I I I I I : y r I i i '71 , Ly : _, I - , I I - - -,I-"--L- . T ' 1, - '--L 1 L T ' T � - I T* I � , , I __ = _ ---,I--------� .2 .1 - 1 _L ' j I , , I � - -, - -L,--.---I,- -1-1-1 '_,-_....�......_' !__- I T -7- _77-11-71�_ : I I I - , .i I I . I : 1. I J-41 . I . � I . . I . 7-7 --- __j, , 1..............�J[ _l___.*_11-1111., J I L L - I ��l Y_Y, , � j I L *- . � I -__.:��.� .�__, ___.1,__..�__ - I -- , ' L___=41_.-1- -i --- I i j ,I , . _y __�� I _j 7�--y I* I _.y_.-_-_r---� _[� : __ T - .,F,T,,�I .. _[ 1_1---�__ 1 L 1 1,T__ --f-i - __ y Elevation Tag - I ,J := I _f - _J__ _'T -! - ____T_ ! i = 7 _y _� I . .1 - -I - - - - -__ ___ . I ,. I j � -_TL -,- .y - __�� - T Y_ T I T I ; I - 1 1 T T ' ' L - I T �� T -,._? I -r. y . I -7 .- . .y 1 - i J� I _j . ; .. : , I 1: I � I TLI ..T lt y- _�_L T I ; ,, T ,Y, , , i - --r --. - I t ;� T : . 7_L=__��_ T 11 � . T 1_j____1_L_r !- =F=7= I I I - i I. 1 __L I _L; I . -r --�--r . i j . 1 : IL I .I 177 1.��_11_7 - I I . � - - . .. .1-TIL-11.1-L. L I ---j -- _-L=7 ,_T.J_.__1._ r_--f,__-__t_.y---_ 1-Y.-I- ;__ _ .,- .L lj_,;5_.�- _= - � i : L_1___; .Y..� ___ - - _T � f----.-- _ L � � __I �_ ; _ _i. I- I I j � r � � _. __j_ I - __ - . T I_ - y.........� .. y I" y I -I....., j : T i � i y I Y � , I ; I , I j I I ! , . I . I -I , 1_1 .T. I . I -i I - _L�_-.L 1 , I ., �f I . I � - i . I I , -T-- _T I � ; I I I I - . . ; I . : I I I L . I I I - I - , 1 1 -_..y.___.._..- y - . . i __ �Y__ y I I 1,�, . I I I I I, I , ...-.-.,,-D E I , I I-.--T--__ -.1. L -1. .. .. .....___ I I � � T T I T Y I -F-- --I-- --I ., _1� I I � - I i -i-, , -,-,___��_ y I T 1 � �� I - I I I - t ', ,� , � - T ,, I . I - ,,, 11 .-r -- r i- - - T I , y I � --7 T I T , , " -- � Y L - - I , T1 `11 - I - . L__1 --I"- I , . .�,L,__� - I f T � , - T .: I I 1 r' Y , I . . I I . � I . � ; . � I ! L - _.'_._ - � - I L ! I L I -, � - -_,_I y 1 I I i . . I i � ! - , � . I - __ - " -i i � i .,I i I I -f":. ,Ly _ __ .[ .1 I 11 - I . T :1 I I L � I 'y i I I T, T -1 - , I I -, . __ T_ I " -,[--------L I '! - I , -1 � 4-1_ - -f- - I— I ��_,I-: i -- - - ____ _._ - __ __ , : y I i r f:11 0 T I -- I rL 4 , , ,. , -----17- - , _i_ -__ .r___--------- _-, _r! .T--, - ,_ __,_ -i__ . .-T _ _ _1 _ , - - - 'T F_-J-1-_: ` - -�_ --,. .. I, J � i : I � i � , �,__, __ . - -L�- �-rr ......-I -, "I . I I I I I I _T-.1_i!,_-__--.,,._4j L , y T ( 1 __ I_�_�_YT__" . .. . I , .. 1 . I . ' ' T i _L,L_ _ I I I I - - , -'-T-� I -1 __Y, � L-J, _ I .- ------ - _L , 1 7 -, I L,�_L I_J I� _1�_, !I , T-�_ _ TL . I L�_ --j-1 . I T - I . ., 1 1-, f r -� i 7 . i - _ y - 1, _ �Y , Y . - _� i x<�x Interior Elevation Tag _T ___ __ _ ____ _-..,.. I __ , � I - � I �`__LL __:�__ .......I -y- - ,---y---I I . .: , 1 _,__ _7__ __ i _� j I L-1 . T T T 'I �� I _j_1 --j-� I - . , a -7- -, : I _J._,_j 1___y.T._T__'1_ 'I T 1 5 ; I � _,_� L,.�: __ L___ -1- � - ± , -, I 1, !,- . il T � � . I I � . � � I -- . , ; . � I 1 'I . : . i. � . ; .i I 1! I I � i I i I I i I ... I I I I I y 7-- I I- - .,-. I i I � I : - ,I I It - - . . ; 7 -!, I - y I . 1. .. Y-CL11, i___y_-Y... -I-,=_, ---1 I i T �� - - -r,.,-,- , I I I .. �__ - i � -T.----1.__ , - : ,, 1 , .- L �_i. I- 7 __ _� __�__ --- ____ _ __� � I I I � I i .I I I - - I - - 1:. 11 ( I -1-. . -,I...y...�. - , - - - T _1 -1 I 1 1.1 Y..� I i L.I.I., � I T . I T I - : I T I I . . ; - I I' I .j_ ,L,�1_ IT....y....I_ _ .. - I LJ I T . ".. -_ _- i J-)",; - -, 1. - - � ---r T ; , Y' yIy - .y 7 1 � I - 77 - y � Y- 1, � � ; i 11 -y � 'Y' - I T , y --- 1�1_'J......:..... 1.11"T.T., __ I L L - I - .T.- 1.1...T.T .-.. ! x I I � 1.111.1111.1.11-i ; - , �'111' �,y I.... . 1.111111...1.11, .... -1...... T - ..T,:"":,-T...,-.--,."-Y.�l,�1.1��."[.... 1'..".J."L. yL.""J.... .,.._I, i.... I I I I I I � i � i , T Y - T I 1 -1 I 'f "I. 1- 1.�_' T T ,,I . � L : 1, � f I ..."...., 1-I.J.."Y" __... -- 1,- I I 'T"J.- T., I : I � I [ i Y�_T. !- I".. -1 E."'.L.".I I L li-:1.-...I...T-_.___ . I � - - � r* T I , .'I y 1, Y Y- I I . ,- * � T_ A� y , y _� � T T I I _. - ,�1 � - [ I -Y... ["f"L-L f. I_- . I .-y-.1.1 ".-y. : � T- " : I . i . , I Y, �-11, - I- Lo,_L.J - -y'': I I 1 . �t 1 f -_ 1� I I I , -I i� I � . i 4 .T�� -Ly-1.IV". L,I .11--1 ,..1,..-1Ji__L ._1.---T-- _T_ 1, j I f I � I ; � I, - I 1. I I i ...._,l , , I --T... -.1111-1. ....I�. . . L-L _T___1____y�y -r-1_y_ �; T-T1..1.1.,..L T." �--I_vi-l, I—I I 1 i T I , - t _J I , - _j__y.J_ -_-J.,......111.11.1 I'll I , . _ �'. i'" T : ; __.�-I..I I _T_--- , E 1-T *_ T** � , F ,. � i . I � 1 1 1 : I . I . , I I I -I - I I : - I I I- 1-:_:1.*-*........T.. .-,. y, I.: ..I.. . , T " I T -...1....j:..1.1.11.1.1-11 I.T.J.,-, "-.1 ,71--... , I , T 'J ...1.......1-J.-.--, T I - I ....11.........[..,I.-,: t t 1 1 i �: I. . IT '" T__T' T_ �T.-- -.j- - : ': J 1 T I Y T T , 7- . . - ;- I i:l...I........I..... .:.L. �� 1--a-:1. .... I T " I I , . .... Y111.1. .T. "'.., ,.: i I ,. . ..I.I.I., I: , ,_1..... ,py.I .1. . I I ,_'.... 1-y-E-1.�-L'.,.. . . I- 11 Ly-.1 7 .1 I I I I I . - -, .....,__ . I .,i .. I..............I,.... J. -.1. 1.1.11.1.111.1----1. . 4 , ., ,.- ".., I 11 .Y � . � Yy T T- �- T. Y_ T. I I I i y 1 ..., . I--I--- .J.-.I I y _)....... .f....I I .1. i. T ""i'l .T.:. T � , � , � -T . i j * : : . I : : *I . y , y ** � I - I T p . I . . : �� I T I 1 4 1 T -1 T . � I � i � - i .I , I , T--- I � J, I _, I I I I I I I y . . . - I I I L , .,� , ] '"T'-1- 1 I i t�, � J- - -- �T.�E.] .1y...11T._) � I. **T , I I �' I j I .1. - .. . 2.1... I I !... .-I I.Y. , I ....I....I , , I I I I : : I . l * , - : i I I , ! . , 1 f I I I - . I I y I , � � -y I *I* � � I � !- 1� f i � .i I i 1 1'. TTJ I , I* I�T-I y � I I-y I I y y -T � T- I , ; y - . � I I I , I ' ' , � I I ; I I T - - . , , : � .1 4 - . � . I T T , I �i I to I j - - - - , : . ' y ' f . . _L T I ------- I - - � � T, I T Ly��111 T-1- __I - !I- _j T _* I I T ji .I ! - ] ; i � j i Y. T I I I I I I _1 I I Y' � , I T � . i T"* i I ; i � __11 __�� ... ---L__L,j'__' I - T � _1____y_1_,T-,--,--:--- --- I� : : I I__! I � 'D , - _ � - --Y. y I y . y I I - r _-F � � . I i I , _T I 1-T i __i _T I i i - I . �L17...T-1- ...I.�... I - t j . I I I � .1= ...."... I I ! ,a- ..._ ,..... .1 " I -i I I I I I � . -, : ; ! I I I - i ' -T---'----- -:�]' T I I T f :�]' *" _L_1j_ , I - _T , I---T.,7i -_1 -, I � I .r.11.1� I .- Ly I ____1�' �_L�l T� ,7 I : . i . . I I � I . L i 7 - I I, I- . .,..!: ��i i. ..,._,i- J1y7'_-'-. I i L - -1 j I I , I � - � r [ , y j I i I I : T' J - __1 __ _,_� _ ! i - , � y Y I I , 7 1 - . y - - � I I , . � i . - T � I --y ; . f F T I ' . ; . I - 1. T f I j --! � . I ; i [_ , I : . ;; I � , � I � I - .__.7L_y____ , , , I - i L'i .71_7 T _T_ - - , _L . . ___ - � � r - _� i� - - � I , I , I I '� I , "' , , I * T , , : I el I - - I I T ' ' ' 11 T � i� - I � _� 1 ' f y 1 1, -T f i , I - I . I I - __ ___i�� i i i . I I _j I - � I I - " ,i�-Lfl - 7-- -: T_..__-__T T __1_._T_-1 -, - f � - , I - I I 1_ _1 _�L - T' L I �r ,_--f-! ! - I I I � I f -, ! I. , , f -- --_` I _L . , , . I I , r -I I T ' 1, I -1 , . . . . i I � . -1 .1y.11. T , Y I � Y " I � y I � I , Y .. -11.1--.. - 1_- -y.- ._.., - I i .. I I I i ,- - i: J- .L I I "I -y I-y-11 I � ! : I - ,J I y , 11 .- 11 .'_T.._L.y_! ,_-.1.1,.. - 1 7 1 . ------- :,_:_1_r��,!......I, i � - , Tj�--�T_.7_1___. , - .. I I I __L�_y = �YT__�__..-____.., _� , ll,__ I I __1-,-.I--_1 L,J_7.__- � J "'I.-I., -TI- "!�T I I , I -1 ,:,,,,. .r-11i,- " i � , I T 1 : I I I , 1 1 � I r �, f 1 , I " i .'...''.., I . � I Y T- " _-.y. .., I j T ,I I i- I i : I � I ! - ., I i , . I . I I - I i I 1 ; I I T , , - -i i I I --I I ; i . I y y I& 11 - - , . _. . T I I ! . . . .1. L , . ., I . i , , - , -, - : i : � ; : : - Y y__ I ! ,T T 7 1 -.I.. - __- -, - -,.-.. __ -,-y � - 1 -- -- __ - � i : I _. A4FN � : i � I I : : I : , I t I -.: 1 I I 1 . : I I- ! : - i i i " -1 � ;q,- - -Y -7 I I i i . , - y *1- , I ".. I �� - I , ..* " t __-_T--_-.I-' -- -' -, I * L - I -1 -Y . - ----1- I � . - : " y----_.---,-. y I .1------ � I i I - : y y , - L I ------Ly_ ! T , L_ �i __ -- ---�:' �--7�! y__ --1 I I , :_T�,- -1 , ,� � r! _j . _�L , I ,-i--- --- ---------__j---------i, .� , , 7____-_ 'L - T . I .-I . _7f_y_.E�_�: Y_D. , . EL-.L---�__ ---T- Y- -FL- � , � ` , I T , Ty___LYT , Y---T I__ � -�r� - I I , : � , - - .� I - I , f,J- , - , - , , - f .i.".1. I .1-__� I - ,I -E� 1 I I � __ -,-- .,- ._�=,!-�.- -1. �i-.1 .-IT, __ ,. - __- r;i �� , ,,�r� , �__ , I ,_ I . f : .I : 11 _1_.T._.._1_-_ - - -- - 1 I I ! I 1 1 -1 I I i .-I - I-1-1 .1 � I I"J" I I T I Y fzJ I t I yy - j -,I-.,. -AT-1-1-F., ---- --: * � -�- -T 1-1--.1. - , 'i -1 ., I I � l. [ : - t � I . , .. -1 --- I - - _'. L I - .- .1y . . I - . . . I i I : y- ---y . I I . . L A� _� T . _! i . [ I f � ',, " I I . -,-T*-,**Y* - I - 1 I I EL A _r T-L -r . -"-a- L.1, -1.y�i- i It 11 � i i . T, �I...�, , . . I -____I.- ,f.- E . - � - 1.1-1.-1 I i - T_. : I : T , I : . 1 ; T' ' j T , - , - � _ I _l____J L-1... I - I-_�.y - I �T. f. -.; : L'.. r I - 7 I I L. i I_- I T . 1�, _ - ; �- : I . . T I -I f : - �T ..T y I y I - . 'OF X � � : I I � . : I ! : � 7 I ______y____y_, I------L I I= I ; I I - -I i, ! - I I y T I, . - ` --I- -- �-y---� . ___y_ - - i - [ i -� I -1 _ -1 I I I -a- --- � , - - -I y-_ , T Y -1 - ! I t I - . . -I , I f I ; , ! I :. ; 1 : , . j ! i -- 11-1, - _T '_y___1__ - I I -i _1 � � - _L - ITL ; _j_y - __T_1'_T____-_'T .. I _�_ 7 __ i _1- i - !. - � _I_T ___T T I T ; T ' '_' I -Y - 7 T y---y-T-y - Y - --- Y --y- T I I I E __ �I -__r _-L, I � ,..y.. T __ T I ; i T ��J' I 'I , - , , Y I I I I T � --- : � I I ' � I ' � I ' ' t L '� - L __ -L__ , I __ _L__LT_, _1___�... _L_�T_'. I I �01 . � I I I -7 1 � _L : , � y J. --] ;T1--- - -1-J.- L1_1..�J---=11.11, _T _�I .1-il: I I 1 Ly-, _17- - I I 1 ' : I - i - - , , ; I i-� i I " 11.1- i .. - ___ __ - ... --i". _L _J � I � .I I � I - 4 I I I I 11 ! I � i �T T__I I : i I . _f y �_ -T-,- - -Y__T I - -*(- " - . : ___ . . . y 11 . i � y -, � � I T ' I t _L�_ T__114�F _Z-4,�y --i�_L___T -__ -11,1_- .1 L L , ,_L_7 -11.1 �__,:]��y __I I y- 2--i , 1_�i I :[�� I - L'1____�j___-___j 1--1 I r 4- -- I �__�i i j i I I I . � i T I I I ___ i , . . . I ; . I - ---I. I --- --- 11 -1 -''--I-- - _.L__LTL��- . � I I . - - , TY-T-1 ,TL-- . ,_ _1 I i- , L I _L I T__j I L L � y . I I I I I I I � I ; I ! - I __ - _-If L-1-d I � I _L_ _ ____I ! ! � � - - I __ - - __ - --l-T 1 - 1- - I - ........... - __� I T . I - :1, --, - I— � 11--, T_* - E_ 1 __ I_ y T _ - I . � - - _',f� ., _[Y_ : _` T---1:1:� - I : - - , __._L T- �1:� � T 2�� ; _�7___Y_YT�� . I-L , L- - _YJ _1 .__jF.y7:.._y_Ft __:-_J.7, r " -L I-,- ___i .-_ �T I I .. J.".1 I i ,t7y__-__ I i 1� I I 1 ! I 1 1 .� ryl- , i, 1-1 - __y._.:__y__I1.___ _Y_T_J '___1........Ty-_-,_J1__,__!-T - � I 111. - r L . � -T._.._1...-, 11 11 I.- _L, 1-1- .- - I i. I - - : I - . I, I �: I -: I J.. ., .L.-� I I - I .i :r - I � "y........... i 'J............_J... I , _NEW ARCHITECTURAL GRADE �'. i--- I � .I - , i I . _* .11� I T I i T I" I � , - 1"'. .J." T .-T... 1.1-1 . -11.. � I I - I I 1- i .....J,.,.,. f--- .. .11 . .11 I I :_ I : L , 1. I I . .1-: -...111.11,...I....y...._-.1.....L.. i. 1-1- !,1.11......,.��., Y.--... � 7 . ....j., ..;_. �-,.I. ....I..... I ., I , ,.J."'].L.". T , ,ly T-.,Y- I , '.. ,.__-.,.T I y T-1 , I 'T'J.-I.J.- I. -,..:_.I. -1. ]_�:yf... : I '! I - T . . . ..y J-1....a ASPHALT 'I I I 11 A I _. -i� , � - -Y., .11.-y I . I .....y... --,:Y-. 11.1 . . -I.... -11 . - . . I . I..... .......,. - ' i. _T � ' , I ly� � , . f.y � I � � � I I I I . � .y I T 1 1 . - 3. - I - E h i t le c t � , �y_ , _ 1�. .T.. .T. � , - : 1 j I I I I - I l:.j_y]_y I I� I j I 1-y'.."y.j. l..y , Y.7..YI.11 .T-_y ,.Y."Y' L:�.I [ I- .."....... , L.. ..y I....Y.�....Y... _',.: I. -I_ � Y.1.1 .....L .1.7 - .y...1....Y__ ! I ; ; .. ! :, I, , * T - I , L i I I 1 -Y..::) _1 Y.I...Y.!...y_L"y J..,Y. 1.1.111.1.1y., y 'I I I - I P I-- - r I I ,T" - , ,j. T I . � I T 7 1 1 L_......I . !_, � I , i , : L A. . I :, , I I I , I , � - T I � ; I I i � i SHINGLES ( I � L .. 1j., I .L.", I y I -11 J-.1y.-I... . .1 �..... i..........L-1 _'.... y- I J_[y-�,Y.L �...�_ 14.1. JL....--A. Y_ ,. . . T T T I T . . I Y' . I I I .� I I *' , , *�'. I.) 1, T..... ".1. , ! , � I T , i d - I, , � - i � : I I i L, , , � i . , I , A I I T, i I ., I . , - _ I I I I I I ! I I 1. Y.I.-Y....... 1. T.,J .11 .. I Y.I.Y.J.,y ...Y.,...1........iy I � I .T,. .)". .y... _1y. �...1 1 � Y.� T T y T 1 Y Y. T T I Y' . Y* y N y ,e`,T-2 T y I : I y- I ! I Y*_,�I **y y ..-y- --r _11.y I...."I... 1" . ... y" ; I., I y y Y, y** y . . . . ... .........v T** .y. --y.- --y-1-y- y- . � . � . 'I 'k. I k ,-A.-.J_ k ), ,') , .._�. , I -) k � , ),,- ..�_T. . �...1. . I 1�- ) ...-A'T- -' .- ... �� .I . ..,� .1, I I . I I 11 I i I I i I I I . . - ! - ; ! �- !... : .. : ; I I 11 I � � I I T� I 1. . . I i 1 7 I . . I : , : . � . I I . . : I . . . . � : . L_J� i i - I I . - . � I -I-- _: i . _. - I - - I : I - .. - __�__ � I � I I I - T , -, j ;_ � ) ; 1 7 --I,- I _T I I : I � __ . .i. L.) I . i�H . . .; , I , , I : i T , ,1 --1 i " ), I I A �...�� . . I......�.��I .. tt-l--.-Ij,-, L 11 , ; T � A ;. � , , � i - k, � : : T ; ; J-1 L i .. - I T_ __ , , I k__ 1`_ �- - J-1-I.-i - J, - __ -_--�� -__ L_ ; -'7- :-T -i_� i . I , L, L ), -,I- I )_ I I .--- � -�, . " T. i� � 11 j, J, . I . , I I " - - - ` I -T-- - I t . ) I 1, 1-i - ___ : I--' -7 -1 i ___ 1 - -- � i �-T_- :. -- : -_T.J,_� , - I y -- Y L -] , SS � I � -.1-1 I , . : 1 1 . ; I _i . : I - � I y I I I I � � . i 117-' 1 1 ; I - -1, _& . I ' p ; . t ! ! . I _L T .,..r-., __._ - I - I ; _- I . , ; - �_ I _.. , 1. . I . . I ;; i I . i I I , . I , I I I � . I. .1 . . i J. k � -A;.--.k..... , I , I " _. -1 , I A I I I _L J I )_ I J-11�, I 1. J I 11 I I I J, .11 11 k I ..L __ �_ 'L J, i I j 11 I -i j, k A k K � , I ,� , __- - �7... . ...", I I j . 1 ! --k-,J-----�____.1 �. I ;. L�� ;1 � ", � ,!, i I� I I 11 I , I - J, I I ". I � i I --1 __�j - � � . . 1 � J1. j, : �_ J, - k I � .1 J, I* I J k I J. L I �__), I `-___k � j I " I L I 3 213 E . FRONT STREET . � I . I . 7 I ; I I I , I , , I .. _T i-----k, J_T 1. i- J, -, i I -I I 1 i_ j, , i __.......� - - I-_J. ---'-� 1. ll__�__) -I -1- :1J,::,:_1_:r..,..L,� , I_j � _� T_,__T.jL;_., , L T I I I I L- 1 I .1 _ _ , i -1-t._-_i-��_ 1 -k- - -1 �_� _�. 1- _J_ ,I-.:T. ) -T I 1. _),._,._,___._,._T J1�7�. I : , - I _ , , -1_J-, I ______T_j_� ---'-r, --; 1. --I - -'-I-'- 7 .L � � i I - , -j _r_� I __ _, __ L I--- ��_--' , T , , I 1�__.[.... .1 ,- . I . " I I— ,� I - I t , i!�...1.- , I - I , I I .- I_ F I— . I A___J_.,J,_ -t------ f, ; , I -1 I i I F -J -......J_�...i- __�._I_ 7 '--I - I ,� J�_1 - _1 � ,1 T-p-a ---.,- - __ t � j 1,_.: , J_ I i I i I JJ.'�. I-,1.__�_1 1---11 j L T-; - _ �_.__k_J I I I I � I .� i I - I I I�, I I j I I , I- I I ,, I I - I � �_ I - . , 11.� , . ��- -'--T-- _T � I _ I - I . �i- � �, 'T I . i L_J � . 1 : -- , � ; : I � . I .: L* ! - T ) : I ...:.. --I : 4 -,1 1 ,4 1 _j - ( I . 'Y- . I - I i I kTl� - ; 11 . _T POST OFFICE BOX 683 I � 1 I i i I I ,�� " � -- --- . . � 1 L __� - . � - (_L__ I j I - -1__� . I )- -j-rJ- L H ---: 7 �-7-- i -7-- I : I -------1� - . . . * J - - , -,7- -- -- 11......- I T - '- � _____y__j 11 - I 'L L I_�_ ___-7 - 1 A _L t-i .Li - - i � I 1 I I .I_[�j -_'ti�y 1 L'J,-aa:�� i C�T _T.. -47 1 1 - 'J, i y ! T_ -I-- , ,J--- --1-.--.,_L_._ __ _�. _`_," , - , , , , - � , .� , . , ,� - , I i T_�][ .-I_y-1. . , � .- , � 11 11 I . . - . I , I U _;_ J__ , 1, j " I L-,- J___ jj j, j � I I I I . - -, , j , . __j ,� - ...� ....j ... ....F _� I-T:_ -, - - - J -I � ---I_ J__ ,_T- _L'T�T� __ ,� ,--- - _1_ - t1i � J_ L��___�__�____ ....T .... ....!__ __L _r � _.r I � I I - - A _� , .k-1-L--_1_.. �1.___ I �� i 1 " 1 7 - ! 1 ! I I I . i ! I L j i ! . : ------I-T. __ I � I I - I , L-i ; L__�_ I : 0, , - .. , I ! - I j� i , 1-- . __j L i - - - L_ - _�� , , .. . . I - � .. . : - " , - T_ __J_r__7__l� I i � I I I , _� ), k M � � . . . -1- Z I . . I . I'll .1-- ' . 11- . � , < - - � I .... 1I.-I.- t I - � ... I - .__ .11'.. ! i , � I : . � , I -1 1 _- I I , I I - 1 ;.1 I I : t _1 . 11, I -I , I--1 " ,� I I -1 _1 I J.. L � I i 'I � * I I i , J. ;-, j I I ,- I J, t- i l, I - - I L 1_1 ,l, I - I,t "i, * I . . 1 4 _L1 I � '� - _� _� I J_ I __ , �--- - -- ---0 I I * ,I...... I - - T I -- --�_, - -- " ,-It- I T ___ - I J_�� [ - " . , I " .1-1-, J. - I ` I - Ir r_ -- ----- , I , i , - __ - �_-L--;,, !_� , � i __,_ __J_ j j__T_� T __I . -,-IT---7ji " 7 , J_T��7�_�__ 11 T ,[ -, , I G R E E N P 0 RT, N Y I 1 9 4 4 T - --) _,��T. ,� " , - ,-'r -.1 _17_-_T - __- --- .-___�____ _-1 k _1k____C__r�k :a_11- , -"- I I I I � � I j i -1-11''I I , , 1-:�-_-_�_a-_- ,__ I-- -11.. -T_ I -11:.......In ____ 1, "�I - I ,-E ,t,.- "T* *1- - � � I ), "'�. .11, 1 ,I I _ T* -.1...i- A I- ' -T'-I' - -,1_�_ j = - � "I . 11 : : 1_? -_, - �y�-.-_-,:��--I_rl.,L"--j,::,:_--,-,,-,--.,," 't _ '.I.- -T k _�._T ; : I ; ` , .I . . . � I � - i I �1, I 'J.- . -J 1� -t JI I � I - - ;� I � ,I ,.... -N. 1 4 `_"'- '��__ , *, 1k �. A I I I � j J � 1, ), &I � I I : " 111_ ), I , I � .I - A 11 - " I. - _ I � .�..; I., T , " - J� �........�,:J�p....�_.:.........J, .j -_I I ; __ �', �� I _. .�.1 ..-. I I . : 11 1 � I I ! I I , , - . I i I 1 5, 1 y -7. --1_� -I 11 --. , JT9 I' , � __ , , I— . - I , I , .. � I � * I..J... _*. .1 I *I I � I : I 1 I.-I". . I :......p.l�. L'.:1. i..._� *1 -, .-I'a.'.....".I I 'T"'-I T. 7� _L TI-TC11 .� _1 J , I ., I t I -, I J I ,_ I : I � Z5 _11*1 I_��3: *1* ; I I ; I 'i. I I I __`_, I �. , " I , ,,- , I I I , I ," j, 1 el I . I " I._-,''. . I I " I 1. I , I I � J, � I I I I 1i J,* 11 j T*' f, -.... J.. 1, I A t....... - � I L I....T.... .. ...j ! -� ---� � I I Jl 1, � - 11, . . I (0, k ,* I - 1.�,. j " J- , ,, , I,.i.. ........I I I I � - .-T,...I- L I_: A 11, -.1. k... I.......1_:. . . -1 - __ .�� , I I J,'' ,,J , . I I 1 I - ! � - I I I - I ' I ,.1, *1 1 71 .. J I I - - j I j J I I I I J,j r-1.......I. �, � J J L ,, , I � I I i 'i 1. I I I AF I 11 I �� --k11, I J, i I ,I I - I I 'I - I : .--- I L f I I I ., � 1 I � .A Ji , , I � ...I.... I I* � , I , . I : I i � 1,- I* I* I I k I I' T I , I C F- 11 - r . 1� . � I � j � i � , ! j . ! - ! I I k a r c h i t e c t . c o m ... ..j I.. � . . I� �; .. I L-1�T-Li-,_�-i : I - i J : J__ J____L 1-j.-Tj-T I . r I . , .�� I : i - : : ! __ '.. . � I � '�_ - . :_ 11 I I - � I i L 11 I !! i - -i , i,. I J-71 - - ,-' - __ :-1_1 - __ �_,)_ ;, � i -L -I.r -1 �� I il- _....; __r -... i-11 ..... Ir- .*1 -� < ;,_.�_ �l j- I I -L ! 1, ) J -L , 1 -7-' ' . - - F I , , T_7- - i I - - - _r . �� - ; I - , , , , 3 -_ I - 1, '- ':, __� __J:l L-1 -LT- L-J'j-1 L_j_L�j__j1,_1 _____T�l __ _T .. -1 _T_ , 1_�_ , -�.--'f I_��_ _.. ___.,�_ ___T � _.1 - J__I��T" I. _ , -__i___� I -____,. .., I ,-,I 'I- j � : �� _��_ I I j - ; i i I, I � L_ I -1 :I - 1��,,- - , L_ ',��, . _ j _ . i � i - I I _r I , : I. I . � I I � ' I - 1 , �, _11�.].......AL_j� .. - �, : - i_- . -_ 'i i - :: - - _�_ -I- - - 7- --- ---��2__ ___� I I -� - I I _� i- : -I __". __J��j_Fk_�L_ _1It_7j_T_ ._1�_r,-- I - I _L - j-". _,��., '. 7'_�_ ., ; ,, I _ . . I ! I _ �_ � .[ -- L.-1 T T - - I i . i . I i . , , -� I I I I I I . - i Y._1__.. j- I., I I : . " - I I : - , - � . I I f I :, 'i i � I : i I----Y I _y - -) : ___, .�... ?.. ;--- - . - , - ..- , ! I : I 1 ', ; : , , 1. 1, -I � I._�_...�i � 1 1 - 11 � I . � � " , I I I I I I __ -- .. - I -� TL.." __j I-T-T - � - k 1, I " � --� T I I I I F ,._��____�___ .- k - T - T -F I ), � 1-1 ': .____�� * I I I , J ,.". 1L.. " I I I j i . 1 1 I* , I � I*'- j -, I T, __-, 7 . i I .. i .L I Y ':T � T . I � . . 1 1 J,-' tKYLJ�UHJ 1 - I ; I ..-- � . �- ��, j i : - - --j- , __j ��:6HT� - SKYWH't I . I � I . . - . �__L__-_ -1i _� !___�T _L_ ,: I 1, I I I -1- )-----, -i I - I _�_ J_ __�, I I , . 1 � i L, . : 11 . � I . 7 - -.- 11 � � i__� � , � , - I j_7 .I ) � I __ �' , , I . ! . I � , . . _. � �.....j �� 1 - .1, I ; I 1. 1C_i_1, ;1_1 L ,k_ . i I I I x I _1 - � I ___--_J� "' ' TO' " I ' 1' TQ_,�" - , - - , T- "f" �` TO : 'i l__ __ _� �- T. -,- _L�1111 I : I.-T - ;�... ?.L ..", .J �* ; ?A I r I - t� I . J_ : I - : I 11 J - , � _j�--- _F_L ?__�_,LTI i I __ i I , - j, - � � �- 1--, r I- , __ 11 � I 1, I ! _� �: .1 � , � �._� i._ J_�_� j , . . I i . I 1, ia-L j �- �..._ I I i � . � I � I . 1�......I � A ... . , - . � �11 1,� - ': , �� I . : � I � - � J J, I ,L- � , 1 -T "*_� I I I tl___� I . 1 I � ! I �� Il , I -1 i __ -4 � a _7 11 MAIN' EMAIN : REMAIN � ! - .. ; -4iE , t�-- - � _#I,�,'�tl- , "'' s ',. _ --,..,-I i __ I j j I �._i-lk__T_A, .� - -" ,I --.T,: , T ",- " R ___T.J_-_T �, _-.1-1 I I .. 1, I I , , I I r- f. - - i__�q- 1. :: .." L. I I , - A' J, I Il , I I I- 1-._.L'..L I � i - ?..., � - I � � :'-.-,..1 ... I....�....I- , I _11-11 I— __ 'I, I i __ __ --- I , l. I - , �j , I I - - ,,t: ,-., L I ��I.._ rL_ i " � i� __ !. � � � � � � I .1.........L'....1 ".—L I I . , .... ., . I j )T_�__ "I I _j � � '! Li , t1#, LIJ. " " ,,� - _� -1�1� r - . __J7 1 — '1.i-� , 1� ! - ,;,-- __ T" I-... -- : —, I ! �_ . ., _:;�,"...,�j- �, T - 7 Aj..". I ......�. - ,"T I ; ; . _ � , � . . :.. I , _I F_ I -� ---� ---r- ,, 1 - .1-1 i . � , :, . ; , 1, ;-�::!",�,'s' I . : ' ' I ,�,�:::_�', ; i I- - —.1, -1 _ _- I- . : . r__ -1 � . j. ,� " I ; _ :_1, j , . j , I I I J I 11 I I j . " I I ' ' . I - I - I .-- -i - ......I __ � �� __11 - , I �: I I A J_' 1 J ,� I - , - I � I .t 1--I I' I i I -1 1 1 , J_ - _,_ E." , ,�_. ,- I I l- . . � , , I I�1,I I i , I ^ I" I t � I E -Ij � . . 1 1 ; I I I I i , 1, . I..... � .I. __1., I ,I. �- �_ �_ I' I r---I—I ; �_ �_�.� . I , '1.1, :.�...........I.... I I 1,j I � I 11 1, ,� , , J."_.,J.. J!''. I J I i I ",l::: ; : , � -, !- 1- . J,_-_ �., j_J* I I J_ I L I 'k I. , � �_ . I I : : ) i - � �...- I- I , o I" , 1 , 1 I i 1 ...."'... - ,, '�_ I !* ...)"'..--l'. L.......I..._',...._ 1� i. A I I � I j I� i .1, -I- I -�i.. .�, , . . I : , , J, 1 t I , �. JL� 1...._1 �.,.-,I. i t , 4 - I _� -� - I A-.I ! k.. �..4 .... � � - .I I . . I I __� I I I I I I - 7 . I , , � .. I. ..1.- i I.... : , �� I I.... :1.. I ....�.....t , , , I" , I * L ! I.",t,�_,J_- , � 1 1. �. I t 1-1 I I ..J...,_ _� .i . ....I � ! - 11__�' , I, I I ," j. )_ . _...1k_ -1...I .. f * L I> , > , �....1. , �L_ - �:I.. I , � � ! 11. I � " . 'L_t,__J , I �, ; I ""' � I I , I � I .� � I � k- , " f.-", , I- 1 i '_I I I .A. 1- I , 1, I " .- . . . � [ i I - � i �__I I F I 17 i i _J.,..'.. -� i I I a I I J I I i .I ,__ � - �� I I ,L iu - I � i : I � I, L--^-,--I----;,--,I-L_J�_L 1-: J_ I J_ - _,I____L__;__Tj__L�_L_�� . Lj � I ' . � ,_T,_L_j_�___L ; � I...11 .-..-� I..��! i 11_� I 11 i .__ ! i - � ....I � I I . I ; ' 1" � I I �_ - -1.1 , LLLLLj T...".. � -1-7- -........ ' 'TI ; T -) � �[ -, � F _L,__L_J_-___: 1 1 i-1 L i (7 1 I 1 ___L_1� _'. 1 - ,I",i � . ..,.,I- -- �- ,> �-7? 4 , .11, �r- .� H." � __�_ i - i i � j _k. ,� I , I, ,� I I-,__�, I I. r--. , -I - ---' ' -T-,�I_r I � i.-- : . - , : i I _. _�. , . 7it -j.'7 . I � I , I L ,� I i,-., � i , i I I 1, I i � i �� I .. , _J _ . , , , . �.� - 4 -- --- - � I . I > .,-I --I --- IJ-1 .-< i _. : .. i I I . I T1_- . . I.. - _j, ---I 11.� , I- i i I � : __� . � I ! .: I i i . I : 4 ; , i I . - I f,I I I i � --J-T--,J-,�--l-r--L-�---I--i-Li : _�,__k__� -) I �__ -L--L_,-,-J_ J ,,___�_ _L I � , 1____J__:Lj_ J1____1__J_,_i_ I- . I __I _f I _J ... . ,'_�, __ .. I_ -: -��, � 1 _-7- ; � : _1 r_1 Il- I I . 1 i il r I j __ . I i i , .! - I.�_ . ]E�T_ .1-1 � - . �� __ .. r - � � . � L-L�. -. I- -J-1 I � j [ ;) I -1�I�_ _Iy . i - � �-- � �, " , � , ;' ' " -�- -`-T-_J�-I--;' 1 . J. I . , , - " � ,� I ---� _ j - ) ,e ..T,k-��, ___ _ ) � k � J,.,,-.k J, 'k i , L_A___-.L.,-.k A t I j J, , I i1T_J_j_T_T._1, J-V- _ I I I Cannon Residence �� A-1-7 . -1 . � I F I � ; I ' I ' l' "� 1 1- - _T .1 Jl_�_I__ ,� � I : . -4 ---I I ; . . � I .� - i J_ s -1 L I I . ; I I I � i-� i...I �. .� I 11 i i *1 I j � I - i j-, � j � I I � I J i I JI I I �I J J_ J,-, I I I , I 1 -4 �. . : I j i � .r I : I , I - I ,,, , I 1__�... T TLI_Tllt�_ _ , , � _.. " I's I , � 4 " SLOW, �Ll . . : - F I - : . i t -1 �- ,�-__� I J_,-k _k _J, , - . I . I r I ; .1 I- , i , J _J..... -11 I. 11 I . 1 , J, I I I I I � I A j I- " I � I A I_ I �, I �� ...A,1- - . WPE�� I I Z:?LI,J r r- I _ �5.... ; � � � ; , j - " - ''-�� ta I 11 I _� ,J �_,�.! j- J � . I i--� i- j , ! ->__ _0 �_ : I I-- ... T I - > ,S 0 ,Izi I �1.111 I 4 ..... . I .1 I _J 1 11 -1 j - .1-11.1 I I...� , I I 'H___ ! . - I , I >- [� 1� . . ;_� I �. � � i � I i -, --- 1-1. 11'.-, -, I . . . I : I I --I - __�_; �i I I . .. . j ,i", - i 1 , ) - I , i I : , . , - - .. I : - , . --i?I I I I I I I If �_ . - i�� _� _ , : I i I - I , I , . J_ - J & I j �. I i, j 1, a I j ---I. . I .1-I , I --1 I ), 1- j ...1,-...-�------__.J__T_.j._ 1 I I , I, I � _*I . �,__ I -� .1� � , I .....� I ! : � . . 625 Arshamomaque Avenue . I I I : I . , I ; I , i .� I-,.i, j .:� I . . I i I - - �_ � !? , � ... - I 1 ; ----!, - ___4! I- . ___ .- .. -- �--- �_, I . I , . __ -I - �__ .- I— __� � _� - � . _� , , , ; � 1 j I I I 1� � - L�j 1, 1- , I I . i 1 � 1 _,�. �__� , , J 1*� ]_- I 7 I i -1-i — , ( i _A__,Tl� I. , , ( i - �_ - - - la- I . _ --- I ?1. I . . ___; A 1. j 11 _� ,- � , ,(..., I.L., .J-., . I I - � � - i . .,- -1----I-,I, -7 1 - � I 1� I 11 I ll� T_ Southold, NY .- __� .- L.. i.." I � I - : --I b . I� - �t I . 1 i L ! I I . ....I ... : I . I— I . _� . 1 1 1 k-' 7'_ I- ., I J, L I ; _� 1 - I 7- - � �_ i � I -A � _� I I------t�_�___Jl_j _,� U :--I _;.,�' _j - I I j - .. ., ". I 1i - � . I i I :- � I lo , - - 1__� i �__ I __� i ,� ___,(__J_��a, -____L _L_J - � _�__�,J_J�Tll - ; ; � ,� � 1 > .." , -7-- -� __ --- " , A , , . I - . _1_��T __ _ ,;�__I - I 4 i 1, � I I I - -____T J, I I I I _T� ----_1 _-j_,, __��J __�_. _ j J J�j_qj _� __ - - - I...14 I '> ? . .� � I ; I I .! .I I ! . . . . i . .... .. .j,- .;, _�, k : , 1-1 � I __� � ,�...11 ...... ...:1 .,'i I . . I..." � ....11 -.: �.._, �1111 I " I . I I � ! � � I-, -A T_ ; I . ; 7-T- - - � -- __T�T"� I � . ; .- I I ' .11.111, 1, .....J.' __I , , I ,-- k __T, - .. ..........F "'_�L I I'_ 1.-1. - .1__ _J , - ---T�- k I I I : r� I . , I - I.- L. I_-.1... F.......1. .1. I .�_ ), ,�'TJ.....�.I......�a......:t, 11..... I I � j I I . .:::, � 1[ �.. �_.. ..� .11 ; .- . I.... ........�, � � 11 _1 >. � �� I 11 ---� � , , , � - -...), : . . - , '.._.. I......... 1-F-L .A.- I ..� �� , - - �- � I . _1 �... __ __l I & I i .. ..............., � --. -'�--,------ -II-'I I�,I �_ ---jl . - . �, . : �- -�- r- I , I I I " i -I... � I I I' I I* .I A I I ; I . i � I . I I i I i i I - I -1 I .;, I -� I- j i J. J I I � T -J I ... . . I I I I I :: �... _!� . >- `_ - -I . . � - .I J �. L I .� I i : , I . . ! T r I 11 I I : I .1 , I....-J., L__J... i I i i. i L, .I., I i I ......i. _ .1 � I. i I ,.; . ��ill ll - 1 " ]. 2 I. I � � ...� I I . T ..: 7 _4 .�- : i�-I - I -_��_ I .. . -< I _�i . i I... I I � .. 1 � I I I ". .J.......,.... J_.....:1... -I, "t. ,-.- . � ), Ir � I �...J:.. -I... Jr, � I I I �i � � ��, I I I L I -� ... .I ; �- l-� r- I i : t -1, �j 1, I I I � I'- i .I . 1, i .1 I I I J- t ?.- - ---i __ ; -i I T 1� i- `..... . --, - . - I I . ; 11 I . -- - , , , I ,� - I )�i I.I..I..., L".. ... ...... ,�.] ol_�J_ I I."..:..il I I T* [ 'I I i.1...i -.k.. J j- I .� I I � � , I � . �--- �-- - - - .I � , � F . 11 ?� �_ ...� . I �� H, 1* T** *1- i I I - . t .. _� -11 I __I 1 � --.: .. ; r,I...�� _� �11 , 1 � �� , <, , J__ � I � I ; i :1 _j_; L i I ��1_1 __J�1� , .�- �� _ I . I �Lll ; > � I 1> 'r � ,tl�l _t : . . I �I �- - ; : - I 1 , I � I..... �-_ I I: I � . : I I : �! ,.. .. I I- .. i .5. $ .ii I - -I � _-1 - ,l : ,.-I.I.-: I I. I ;, --, �- I � . I I . i I I 1 - �.... "..... .� ....I, ... I :1 :� -i .. I i ,, 1 -� �,- I 11 I ,-ff I,.1 I-I � I � , 'i ; I _J :1. I , , , /*_ I j ,I � r I -I** - 1. �- .i �I 1; >_11 �...� I- !__ I -__�, - L I" I I , -j I 1> . I I ;L I 1__j_ I-1-1--i- I i ....- ....; ---i .... ,� - .1 . ,, I- > __1 I--� ---� I t __� __ I � -, : I I � I i . : I .I I . I � I ,-4 � - � I., _ . __ -I ,_: �_ � -I __ e- � - - ;_� ;_.... I— --� _� : �. < I ---� ! I I . I . I -, :> ! I 1 - �__ r__ . I � � I I . i 1 . ; i - , - �__ - - I ---I ir -, -l: I - . .1 I I I . I : 1�., --- _;__,1:_j ... - � - I � �_ � I I _.. _ _-�� I -� I_ . - � , ; I.J . ! I _,� � �,i ,_T -i ; ! - . 1: --i I - , �-- - I I !) - J , . I I 1, i ,� ), H , I �-�� 1> ....- �_. ___ I _: , I , . � __ : , ; I I i---i .- _�11`1 , .i'" __ -4 -ii - - - . ��!�__ : �� _ 1 , 4 - i- I- __� ; ---< i- - 11 ___J__ � Ll 'I I.. .... I . I I I I � : i , I � I I H, i __ __ ---i ---' 71- L_Tli��',J?_I�_ I I� i, ,--,- - I !� � . I I . I �._� I I ': I -1------I_- -- I_ �__ __ L_J 11 -I'll-- i ,,.I,--- � I ... .- I> ., >-.. .. � � .1 > ..� .� ..) -, I- . I I .... . ,I. �-� I " 11 ,, , 11 .�' I I ; I I . .. I . 1. ,�,_ ` >-4 - . .4 >......4 .�_ I i..� � I....< I .. _ ._� , I : . � - � I �... , -L - I I -J __ I I., �__ ,--I -1 � f __� __� . I - _ I � �-, �� !-< . I , _rt-:_��_-, 1 Proposed : � I � . i - I I I . . �� I ,_ 1 , I �_ __ ;._) - -1 l__� -, . I I � :_. — _ .__�. ..- I , . I - Roof Plan I - . r- I : 1 : I i ... , __� I 1- I z : : i I � . - -.1 i 1�_,: �...: �_. ,11 1.1i—j 1, . . �I . I! � 1 , I- .� _< � � 1_ x / .1 � I . ; . , . . ..., '... I.. i_ -i ._� ---� �_. �< . � ; I I : f � , � : �-- . I— ---� _- I �T- I �__ -`4 �--q' - ...I .... - ,_; �__' � _,;I .. I. J_ I I . . I � . : I I � _1 f 11 - �_ � � I i I �: > � - , ___� - . �,� : ___� -- I - -_.A...":�_. ...I- __ - - . I . I 1-11 . I �__ . �_ �4 �� --� . . : i . i . . 1. . I i ' , - i ' r i , � F ...-i- . � I 1.1!..! , I .1 .. I... ., : L I .� � 1 . I I I � : : 1, � I—1�.. I I �_ i �> � � I I i I � I , , � . . . . 1. I I�. t �._� i�_ i f i f .1 I - � ' � r� -i � -� �:_. � � z � � 1� L I I ".., 1: � 1,�' '. � 1 �. j.,�, �._� I i i I I I i. I I . I 1 1 . . � i 1, � i� " 11 I .1 . 11 I lr_K� 1__� ��....� �__ _�, �. j-1 Scale: 1/4"=1 `-0" , 'I I I 1I , 1� I . �. , I jl � kll - - --.1-2 - �,!, r !.�, -1 ��, - I - - I,- j , � I I ? I - f- 4 � � .Ll� — � �Ll�...�r�__. - � , � ...I .I � �...�: -4 -; -I �- '� � i-� i,I I_� -�j >__ . I __� H, [__� , I i - ; , ; � , -[ � All Drawings Printed on 11x17 I . j-...� 1_� _�� , _j .� i:� I � I I . � 1 � . . . �_ i ,< '�` , , . -* , � � r -H _11im � , ! � I J. - �_ , . I . � 7 1 � - - - -1 _. �_._: �._ --- j � .I �.__! ".., � .1 I !I . W, I I !,. . I < - � . . �� ,, _.., ...F ".1 .,-j � i T , . . I I . . i �_ -1 ---� H __ - 4�2 - � I -, -, � I L_ . - I ., -� - _p Lj "J. � Paper Scale is 50%Scale Above " I �.. _,�,'_,�,, . . � . 1 , 1 'I � , 1 � ?-1...�_,, ��_� . -,-I ,�', '. 1 I �-�_�� .. ... I. � , � . .1 ...; ....4 ..4 �. [ " �l . i 11 1 � , � . - I i > I I I � . .. . � � � � .. .1 > H ( I ( ) Ho _�R P I a;�- �,�n �us e 00 SC J/ = 1�0 ale� _ T 7 7 , F � - . I r , I ,� I , � i H111" Hlil , - r ,_ I - RS - I I I I - I ,� " , I -ld- �,-,` ]i � �`� - � � I I � j 3�- I - - 4i_....0 , L111 �.� I . D i- * 0, I I 11 I'� - I -,I I . .)......i , p � C _', I...i .1 ..� I I� __� . r� 41 F R, N'I '� , L _R .� f EW ; :�)IROO Ar I � . ��_ I I I - -� rrl"7 a ', � i. I i I I � ... � I �G - ,, = ,__ , 1.3-1., I -,I I . � � ,� . I I-k4_ - .1 I � I � 9 , 0 , _�i �-I-� �_ ��.�. �Ir I , ) _�_ , l I. , I I . A- 1 02 - @ 2017 Meryl Kramer Architect All Rights Reserved DRAVANG ISSUE II CLIENT DESIGN MEETING 7/13/16 ENGINEER MARKUP 11/21/16 SCDHS PLANS 11/30/16 CUENT REVIEW 5/25/17 ISSUE TO MPLA 5/28/17 Pricing&Permit 8/8/17 EXISTING BRICK CH|K4N TO REMAIN NEW LCC FLASHING NEW ARCHITECTURAL GRADE ASPHALT SHINGLES if if if 11 ill I 111 Hill I NEW BORAL FASCIA, SOFFIT& RAKE PAINTED (TYP.) NEW CEDAR SHINGLE SIDING Ll JJ I I TT T -/- 11 Wall To Be Removed TTIT NewWall 1st Fill El t' --NEW CABLE RAILING SYSTEM F 0 1 _T Fence SEE DTL. (3/A500) Doll 2 141-011 MAHOGANY SCREEN PANELS Window Tag A300 w/BRONZE SCREENING NEW SCREENED PORCH w/ INTEGRATED CABLE RAILING SEE DTL. (2/A500) Section X, PROPOSED DECK 'ro 0,fe��ajs! �Ievafion (Rear) Sheet A-XXX Detail Tag & 1x8CEDAR DECK SKIRTING (TYP] Elevation Tag X<�X Interior Elevation Tag NEW SCREENED PORCH 11 Hill 11 11 " Hill 11 1111 12 POST OFFICE BOX 683 NEW SKYLIGHTS CENTER ON SCREEN PANELS LAP SIDING OUT GABLE W/ NEW 2x FRAMING ON THE FLAT ASPHALT SHINGLES NEW BORAL FASCIA, SOFFIT& RAKE & 1/2" PLYWOO PAINTED NEW ii ACID POST Hill 11 1 T 411'tii_ilill� Pig WRAPPED IN MAHOGANY Cannon Residence NEW POST& DROP GIRDER PAINTED TOMATCH FASCIA LL out 0 if Il I IL MAHOGANY SCREEN PANELS & DOOR NEW CEDAR SHIN vid BRONZE SCREENING IS DINGI Ill I! ;1 11 PF 1otFloor Elevation �K\ - - ----- - ---- 0"717 —PROPOSED DECK TORECEIVE NEVVIPE DECKING ''—'' ''--- -'— — & 1x0CEDAR DECK SKIRTING (TYP.) Proposed S&E Elevations All Drawings Printed on 11x17 Paper Scale is 50%Scale Above Proposed SouthU Scale: 1 /4, = V-0, A-200 2017 Meryl Kramer Architect All Rights Reserved CLIENT DESIGN MEETING 7/13/16 ENGINEER MARKUP 11/21/16 SCDHS PLANS 11/30/16 CUENT REVIEW 5/25/17 ISSUE TO MPLA 5/28/17 Pricing&Permit 8/8/17 � NEW ARCHITECTURAL GRADE ASPHALT SHINGLES Aw if Ns FURR OUT GABLE WALL w/NEW 2x FRAMING ON THE FLAT if EE 11E T _ . : 1 . H . . ' it . 1 -----------------......... 11111 1111i 1 111111 1111111 MIMI IIIIIII 1111ill lillill 1111111 IiIIIH IIII A \J H 1 1. —T-: IF, A PAINTED TO MATCH FASCIA Wall To Be Removed ULILI 11 11 Hill I Hill 11 11111 11 11111 1i 11111 11 1111 11 ii I ! Hill 11 11111 11 11111 Hill 11 11111 if I " ii ill I 111 ill I I I —-—-—- u e nes —NEW CABLE RAILING \"'i_NEW CABLE RAILING Door Tag SEE DTL. (3/A500) SEE DTL. (3/A500) Window Tag se��e�s�lle�vafion (Front) EXISTING DECK EXISTING DECK Section X, 'ro 0 TO RECEIVE NEW IPE DECKING TO RECEIVE NEW IPE DECKING 5 c a I M4� & CEDAR DECK SKIRTING (TYP.) &CEDAR DECK SKIRTING (TYP.) Sheet A-XXX Detail Tag Elevation Tag x<�x Interior Elevation Tag NEW CLEAR CEDAR LAP SIDING I I it it . ___OUT GABLE WALL H I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I it I I I 1 1 213 1 FRONT STREET ill I NEVVARCHITECTURAL GRADE POST OFFICE BOX 683 _ .___. __ . ._ _..__ __ .. _ . _ .T f 11 ill I ASPHALT SHINGLES ''"'`'ED if f NEW ,,""" "EC" NEW CEDAR SHINGLE SIDING Cannon Residence NEW 36" HIGH CABLE HANDRAI 625 Arshamomaque Avenue SEE DTL. (3/1 1 if 1 1 1 H Southold, NY NEW WOOD DECK w/ IPE DECKING & 1x6 CEDAR DECK SKIRTING NEW G AGE DOOR AR Proposed N&W Elevations All Drawings Printed on 11x17 Paper Scale is 50%Scale Above ^~U � . UA-201 1/i aIM 4 (9) 2017 Meryl WmmerAmhiteo NEW STRUCTURAL RIDGE PROVIDE LSSU28 SLOPABLE HANGER 12 AT EACH RAFTER TO RIDGE 6 PACK DOWN FOR EXPOSED RIDGE DRAWING ISSUE DATES TO MATCH EXST.V.I.F. WRAPPED IN CEDAR ! 1x3 OVER 1x6 COORDINATE DETAIL w/ARCHITECT IN FIELD CLIENT DESIGN MEETING 7/13/16 BORAL RAKE-PAINTED ENGINEER MARKUP 11/21/16 11/30/16 SCDHS PLANS CLIENT REVIEW 5/25/17 NEW SKYLIGHT ' •• �� I ISSUE TO MPLA 5/28/17 CEDAR LAP SIDING `� �3 Pricing&Permit 8/8/17 e' ON GABLE END WALL ROOF RAFTERS NEW ARCHITECTURAL GRADE - -`--- ` ASPHALTSHINGLES OVER 5/8" PLYWOOD SHEATHING / LiIl 101� t H6 HURRICANE TIE H2.5A HURRICANE TIE EACH RAFTER I 3 t i EACH SIDE OF RIDGE TO HEADER z i i LINE OF NEW(3)2x10 NEW WINDOW 5/4 CEDAR SKYLIGHT JAMBS 3 I WINDOW HEADER ��'� I w/5/4 MAHOGANY JAMBS&SILL 2x BLOCKING BETWEEN RAFTERS EXTEND 1/4"PAST V-GROOVE ('� EXTEND 1/4 PAST V-GROOVE ' WINDOW R.O. I BEHIND ,,..- 1x6 CEDAR T&G V-GROOVE i iol i ,��tED qRc'`�.� NEW 2x$ ROOF RAFTERS 16"O.C. i I i NEW GABLE END WINDOW R.O. ��5 K�q p w/BATT INSULATION I ' BEHIND • I t �1 I i z LINE OF KING &JACK STUDS v I I CS18 STRAP-TIE N o 1x6 CEDAR T&G V-GROOVE ---------------------------------------- -------------------L ------- 3c �. ,.._.._._.. � - 12" LONG,(TYP.) 02434Ll 2 OF NE t HALF ROUND GUTTER -----•-•------------------------------------ CONFIRM ------- ------�-----� CONFIRM HANGER w/ EXISTING ROOF FRAMING �I NEW HEADER _ ._ LINE OF HEADER BEHIND PROVIDE SOLID BLOCKING BETWEEN SADDLE ` -- ---- -- = 5 1/2"x 7 1/2"A.P.B. - - - ----- ---- - AND UNDERSIDE OF FRAMING NEW 1x6BORAL FASCIA PAINTED NEW 5 1/2"x14"A.P.B. HEADERS I I I ! Drawing Legend: TYPICAL SOFFIT I I i Wall To Be Removed 1x6 T&G V GROOVE BORAL SOFFIT PTD. (TYP.) Wall Hv PROVIDE 3/8"VENT. GAP @ FASCIA W I To Remain w/INSECT SCREEN New Wall TO ALIGN w/EXISTING New Foundation Wall 6x6 POST I I i -------_ Lines Above WRAPED IN MAHOGANY I NEW HEADER I I w Lines Below l I 5 1/2"x 9 1/2"A.P.B. I I g ------------ NEW WETLAND LIFT&SLIDE DOOR I I I voi a •—•— --•— Guidelines o —..—..—..— .- Fence Z e 0 I 1 101 Door Tag MAHOGANY SCREEN PANEL I I z o6 Co p EXISTING KITCHEN NEW SCREENED PORCH w/ BRONZE SCREEN (TYP.) I I o J. SEE DTL. (2/A500) ( I om z + _ NEW SCREENED PORCH 101 Window Tag ( ►- z r O = p 11 Section X O Q m --� + O 1 t Sheet A-XXX / 777 i I ( v=rLLJ j % % x r. ; Detail Tag • I I O w NEW 36" HIGH Elevation Tag • CABLE RAILING SYSTEM I I I ' NEW WEILAND LIFT&SLIDE DOOR BEYOND x xxx x Interior Elevation Tag M p II x — I I , 2 I 0 I o EXISTING FINISH FLOOR— I I • I ~ I , LUS210 HANGER, (TYP.) I I I rlte) ^ SEE A-100 FOR LOCATIONS NEW 5/4X74 ACQ DECKING p - - a r r. h I t c c t c�S ., • - .J ._.__._-..._. _... __ _.- _._-._,_,- _.___ "._ *' � �1 NEW 2x10 ACQ DECK JOISTS I o 1X6 CEDAR DECK SKIRTING w/3/8"GAP -- �'` :�.pp'Q" ° NEW ACQ LEDGER 213 E , FRONT STREET ° SECURED w/0.22x5 SIMPSON SDWS SCREWS P.T. 2x10 SOLID BLOCKING POST OFFICE B O x 6 8 3 p o AT 16"O.C. , y r EVERY OTHER JOIST SPACE G R E E N P O R T, N Y 1 1 9 4 4 OVER DROP GIRDER STAGGERED TOP& BOTTOM 6 3 I - 4 7 7 - 8 7 3 6 SISTER EACH EXISTING 2x10 JOIST d w/(1) NEW 2x8 EACH SIDE ' • •0• • P.T. PLYWOOD SHIM EACH SIDE m k a r c h i t e c t c o m °. 0 NEW 5 1/2"x 7 1/4"A.P.B. FASTENED TO BEAM '. ,".'. : - ;,.,,, ,-.. _;..� ,. . ° ° ° , , D ,• :GRADE w/(4) 10d NAILS ° (IN ADDITION TO CAP NAILS) BREAK OUT EXISTING RIM JOIST NEW 2x10 ACQ DECK JOISTS ° NOTCH EXISTING FLOOR JOISTS AS REQ. C� 16 O.C. FOR RECESSED DOOR TRACK ?,. : p Q,. PC6Z CAP 6x6 ACQ POST SET ON 12" DIA.P.C.SONO TUBE NEW(3)2x10 ACQ DROP GIRDER d, d• °, .. .d.. , d o a SET ON 24"x24"x12" DEEP FOOTING p, d MIN.36" BELOW GRADE ° D Cannon Residence HUC210-2 CONCEALED FLANGE HANGER ° ° NEW 10"x16"P.C. PIER A° w/P.C. FOOTING 625 Arshamomaque Avenue •4,'.d A'..p' (TYP.) .,,p ° ,•D.•'.°;'� .d';• o.•,a,.',o.; �.'. .,v''j0!': .o,'. NEW 2x6 STUD WALL a Southold, NY A.• D Q ° ° SIMPSON ABU66 POST BASE(TYP.) Q a. D ° D `D' ,. D '. :.• ° ° :, (2)#5 DOWEL(TYP.) EXISTING BASEMENT ° #4DOWELAT BOTTOM,MIDDLE&TOP OF PIER Proposed DILL AND SET INTO EXISTING WALL ,� ;.., ...., ; 4. ..•.. .•,°, . , ;,• . .;... ... , . ° .',�. , ,-,o. .�' , , ..D..: :. . ° o N w/HILTI HY200 ADHESIVE SYSTEM &4" EMBED Section Details 1-411 °,' r. . ,°,'.°., , , m.,'° ''D•.�. fQ 'D,.., ,o; .e,'0, ;,.0. ,' "' „°.s .:o"d.. ' ,. b;o,`. ,.,.,D., v.. 11 EXISTING CONC. FOUNDATION WALL p ° Scale; 1/2"=l ' -0 All Drawings Printed on 11x17 10";. 6" Paper Scale Is 50%Scale Above MIN. EXISTING CONC.SLAB ° Section @ Screened Porch 3)#4, DRILL&SET INTO CENTER OF EXISTING FOOTING A-300 77 w/HILTI HY200 ADHESIVE SYSTEM AND 6" EMBED 2 Scale: 1" = 1'-0" NEW 28'LONG P.C. FOOTING °, PARALLEL TO EXISTING FOUNDATION WALL © 2017 Meryl Kramer Architect D, Gi All Rights Rwrvsd • °: Section @ Screened Porch Q...D 1 Scale: P- = 1'-0" - DRAWING ISSUE DATES DESIGNCLIENT MEETING7/13/16 ENGINEERMAR U 11/21/16 SCDHS PLANS 11/30/16 CLIENT REVIEW 5/25/17 NEW \\ ISSUE TO MPLA 5/28/17 EII 1 Pricing&Permit 8/8/17 SYNTH \�TURF AREA -300 1 NOTE: ' I : ..:.::..NEW WOOD DECK I , SEE PH-3 FOR POOLHOUSE I \ NEW SCREENED PORCH r ELECTRIC LAYOUT J UP \ Electrical Legend \ Single Pole Switchd'4f70/s NEW WOOD STEPS � / - - - - - - - - - - - - - - - - -\ �\5 ��LKRI 'S^ .� \ �d Single Pole Switch With Dimmer �r ` - - - -II -- - '� F — — - - - - - - - - - - - - - - - - - - - - - I3 Three Way Switch 4 \ "{ A ® A I I \ 3d Three Way Switch With Dimmer (Jr) --z R�iLVSQREE�IED R I I \ 2 7,x, OZ4302 O - 'n \ I II I Duplex Receptacle Outlet O I I I CATHEDRALICEILING . I I \ -300 F NV GFI Duplex Receptacle Outlet G Weatherproof Duplex Receptacle — — — — — -- -- - wP Outlet — - ------- ------ -.. -- — - — T 1 RAISED WOOD DECK I I I j, ti Duplex Receptacle Floor Outlet I � I- - - - - 1 - -r I I WP I 1 ®wP I II Drawing Legend: I " — — — — "� — — — -I- - I I I ® Weatherproof Duplex Receptacle 8 � — ---------------------------------------_ .._..--------- Floor Outlet I � i� I I ( wP Wall To Be Removed loe Waterproof Ceiling Fixture Wall To Remain • - - - 7— y I IP New Wall TO LANDSCAPE LIGHTING ( - I \\ II // - ( Recessed Ceiling Fixture 17rNew Foundation Wall REFER TO MPLA DWGs I I ANN I A ( ( UP -_—_—_-- Lines Above 4I ( 11 I I - Lines Below - - - - - - - - - - -7 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4- - - - - - - - J I I I I L - - -;— — ' ' Y Wall Mounted Fixture ----------- I I I I I I -------•— Guidelines 1 I - -- - - - / ' ® Exhaust Fan — — — — - Fence i Ceiling/ 3 � 3 d � / TO SCREENED PORCH g Fan / SKYLIGHTS Window Tag NOTE: MASTER NOTE: NOTE: NOTE: \\ CLOSET RELOCATE EXISTING OUTLETS RELOCATE EXISTING OUTLETS ——_— Axxx Section X, RELOCATE EXISTING OUTLETS TO ACCOMODATE RELOCATE EXISTING OUTLETS TO ACCOMODATE � Sheet A-XXX TO ACCOMODATE NEW WINDOW/DOOR TO ACCOMODATE NEW WINDOW/DOOR NEW WINDOW/DOOR CONFIGURATION CONFIGURATION CONFIGURATION NEW WINDOW/DOOR CONFIGURATION Fixture Schedule: �r-- BEDROOM 3 BEDROOM 4 Type A- HALO RA 4069 2700WH Detail Tag 4"adjustable recessed -- SUMMER LIVING ROOM LED retrofit kit x MASTER BEDROOM interior-white finish Elevation Tag exterior-paint in field MASTER Type B- HALO LT460WH CLOSET -4" recessed LED retrofit kit x xxx x Interior Elevation Tag 14TCHEN/DINING AREA ------------------ interior-white finish x exterior-paint in field — — — — Type C- FANTECH PB110L7 ExhaustFan/Light,LED CLOSET CLOSET CLOSET - i — — — — — RL Type D BY OWNER MASTER BATHROOM M ERYL KRAMER --- --- 1 -- -- Electrical Notes: a r c h i t e c t Li --- ----- CLOSET I ENTRY FOYER - 1 Note#1 Verify existence and functionality of existing outlets. Update as req.to COAT LIVING ROOM OFFICE 1 meet local&state code. °O° - °o° CLOSET LINEN CLOSET ___ ____ 1 21 3 E . FRONT STREET GFI CLOSET _ CLOSET I POST OFFICE BOX 683 - i � GRE EN PORT, NY 1 19 44 \\--'' � -- -"--- SIDE ENTRY DN RENOVATED CLOSET m k a r c h i t e c t c o m - - --- -7 r BATHROOM 6MEDIA ROOM IC I I EXISTING AGE ENTRY DECK CLOSLAUNDRY ROOM NEW WOOD DECKIN Cannon Residence _ I 625 Arshamomaque Avenue BEDROOM 1 I Southold, NY Ir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I EXISTING I BEDROOM 2 i ENTRY DECK NEW WOOD DECKING — — J CLOSET I I Proposed Electric Plan - - I------------------ L - - - - -- -- _ � --------------- ---- cale: 1/4"=1 .-p�� ---------------------- All Drawings Printed on 11x17 Paper Scale is 50%Scale Above -- -- E- 1 01 © 2017 Meryl Kramer Architect All Rights Reserved