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HomeMy WebLinkAbout39686-Z �o�Og0FOl`rCpG Town of Southold 9/9/2016 P.O.Box 1179 0 o i 53095 Main Rd 4.f o�,� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38505 Date: 9/9/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 717 Private Rd#12, Southold SCTM#: 473889 Sec/Block/Lot: 87.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/30/2015 pursuant to which Building Permit No. 39686 dated 4/16/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING INCLUDING COVERED ENTRY AND COVERED PORCH WITH ROOF DECK, PER ZBA DECISION#6741,DATED 05/15/2014,AS APPLIED FOR The certificate is issued to Boger,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0049 04-01-2016 ELECTRICAL CERTIFICATE NO. 39686 02-11-2016 PLUMBERS CERTIFICATION DATED 06-22-2016 George J. Berry Jr Author Signatu g11FFQL4-C TOWN OF SOUTHOLD BUILDING DEPARTMENT C3 TOWN CLERK'S OFFICE py • o� SOUTHOLD, NY �1 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#: 39686 Date: 4/16/2015 Permission is hereby granted to: Boger, Peter 2444 Rockville Ctr Pkwy Oceanside, NY 11572 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per SCHD, DEC, Trustees, Flood Permit and ZBA approval. At premises located at: 717 Private Rd #12, Southold SCTM # 473889 Sec/Block/Lot# 87.-4-4 Pursuant to application dated 3/31/2015 and approved by the Building Inspector. To expire on 10/15/2016. Fees: DEMOLITION $374.50 Flood Permit $100.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $763.20 (00 NEW D LLING $50.00 Total: $1,287.70 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 1765-1302 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: I, 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. S. Commercial blinding,industrial building,multiple residences and similal 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)nun-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 cousent 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 I. Certificate of Occupancy-Now dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00.Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. March 30, 2015 New Construction: X OldorPre-existing Building; (check one) Location of Property: 717 Private Road #,12 Southold House No. Street Hamlet Owner or Owners of Property: Peter Boger Suffolk County Tax Map No 1000,Section 87 Block 04 Lot 04 SubdivisionFiled Map. Lot: Poinjit No. ✓ 61 511 0 Date of Permit. Applicant: Samuels & Steelman Architects Health Dept.Approval: R10-14-0049 (Jan 6,2015) Underwriters Approval: Planning Board Approval: N/A Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ Applicant Signature pF SOVjy®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G iQ roger.riche rtRtown.southold.ny.us Southold,NY 11971-0959 ®lyC®UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Boger Address: 717 Windy Point Lane(Private Road#12) City: Southold St: New York Zip: 11971 Building Permit#: 39686 Section: 87 Block- 4 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 27 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water ELE GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel 1-100A A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 29 Twist Lock Exit Fixtures 11 TVSS Ll Other Equipment: 100A Generator Panel, 40A Oven, 2- Exhaust Fans, 4- Paddle Fans, 8-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: February 11, 2016 Electrical 81 Compliance Form.xis Fat �9 Town Hall,53095 Main Road ® Fax(631)765-9502 P.O.Box-1179 Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUMOILD CERTIFICATION Date: Building Permit No. 3q 666 Owner: WTO2 X06,C57R , (please print) Plumber: G ' &- � (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ignatlue) Sworn to before me this��``L day of - 20 16 ` ir�,.m.r r.......-.a,n....+..5•-i_Y•s:;..imq,;:^"g'�e`f�fir'-'Y.. _. Y. I P{rq}ryyR�itc_ Y�P 5::q,77aw v".9.:t Notary Public " ty p ��uIl ^rT.i•1i<:'+^-" C"�-'i C.w^'.:;�dL'�r s i _ 4 1 �,41�A•iA•.k'. .•K d-rC.AYiYW.w.V)•\IA...aVi.�� ��•�C.6�..Kt ? J- 3 SOpT�ol TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ j FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f DATE -INSPECTOR- , - V OF SDUryOIO couto TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLION [ ] CAULKING REMARKS: Loe DATE- Ow / c16— INSPECTOR so ia_ cou WN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR Z t O�*OF SO!/Tyo� • -4 cOUNi`I, -.TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FWNDATION IST [ ] ROUGH PLUMBING ooe [ FOUNDATION 2ND [ ] 'INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: —a Gol DATE 0710.9//,5-- INSPECTOR ' S0#14" �o TOWN OF' SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUND ON IST [ ] ROUGH PLUMBING F NDATION [ ] INSULATION [ ] FRAMING / PINGFINAL [ ] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 12 DATE >°� INSPECTOR �lW OF SO(/Tyo o�ycOU ,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON , [ ] FOUNDATION 1 ST [ ROUGHL PLUMBING [ ] "NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -"Zt i m A 0 O` DATE ®gI'x-5--1-Si INSPECTOR � 2 SOUlyolo -. G • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - - I FOUNDATION 1ST- [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION -- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE.- r 1 OF SOUTy�! - ti o TOWN OF SOUTHOLD BUILDING-DEPT. , 765-1802 INSPECT -N [ ] FOUNDATION 1 ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE �� INSPECTOR Of SOUryOlo TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f r lC° INSPECTORS J SOpr�olo cOUMV,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .INSPECTION " [ ] FOUNDATION 1 ST. [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] 1SULATION- [ ] FRAMING / STRAPPING [ FINAL ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Jf*XS 114 c4f f DATE INSPECTOR qOF SOUTy� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST- [ ] UlG LUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRESAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r VQ Lal ' � s r DATE INSPECTOR r S A M U E L S & S T E E L M A N March 30, 2015 1 r, Southold Town Building Department Town Hall Annex UJUN 12 I� Main Road i Southold, NY 11971 SL 0,G' fOlr/fl OF SOLTHOI n Re: THE BOGER RESIDENCE 717 Private Road #12 Southold, NY 11971 SCTM # 1000-87-04-04 BP# 39686 Please amend the above referenced BUILDING PERMIT to include two 16"x16" Smart Vents in the crawl space. These are of sufficient size to allow water in and out of the crawl space, per FEMA requirements. Please also note the addition of a concrete slab at grade in the crawl space, per my conversation with Mike Verity. Attached you will find two (2) copies of sheets #4, 5 and 6, showing the changes. Please review the enclosed and get back to me with any questions. As always, I appreciate your efforts. Sincerely, —$i*" - Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 I_ \ S A M U E L S & S T E E L M A N September 30, 2015 Southold Town Building Department Town Hall Annex Southold, NY 11971 Re: BOGER RESIDENCE BP# 39686 Attn: Gary Fish I have inspected the insulation installation at the above referenced project, and found it in compliance with my specifications and requirements of the NYS Residential Code, and therefore certify that installation, and approve the project for installation of drywall. 1 Please put this certification in the project file. OF fVEW), OCT - 1 2015 018350'\ � 'q-DG DEPI —_ TFREDARG Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 LATHAM • SAND GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 RLS��� �/ January 20, 2016 DD JCL Contracting JUN 16 2016 PO Box 1528 Southold,NY 11971 BiJILD�.NG DEPT. TOWN OF SOUTHOLD Re: Boger Residence—717 Private Rd#12 (Windy Point Rd), Southold NY Piling Certification Piles driven for building foundation as follows: • All piling located by surveyor as per piling plan of Samuels& Steelman Architects dated 2/16/15. • Piles used were 10"butt, 1.0#CCA-C treatment, 12ft minimum penetration. • All piles driven by drop hammer,hammer weight of 2500 lbs. Maximum drop 22 vertical feet in enclosed lead. • All piles in excess of 15 ton ultimate capacity based on ENR formula. • Piles meet or exceed New York State requirements as set forth in the 2010 NYS Building Code. All piling were driven on June 11-12,2015. 0NES Respectfully submitted, �0 s� J06-1).Hocker, P.E. Vice President JDH:ingl Marine Construction 9 Dredging 9 Precast Cesspools 9 Gravel 9 Fill 9 Topsoil•Excavating and Land Development Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 June 22, 2016 Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: BOGER RESIDENCE BP#39686 I hereby certify the proper installation of steel reinforcing bars in the piling cap foundation at the above referenced project. I supervised the design of the reinforcing, and personally inspected the installation for compliance. I also certify the insulation design and installation at the job, including the required fire caulk. Please let me and the General Contractor, Jason Leonard, know if there are other items required for the issuance of a Certificate of Occupancy. Thank you, OF tAEW yoR �Q��QS G.SA/Lj� 0� IrN H �vGng l� .Q� 0183�"G,r ' ERED P� Tom SamuelsD . DD JUN 2 2 2016 BUILDING DEPT. TOWN OF SOUTHOLD Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 July 12, 2016 ; Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: BOGER RESIDENCE BP#39686 I hereby certify the proper installation of steel reinforcing bars in the foundation at the above referenced project. I supervised the design of the reinforcing, and personally inspected the installation for compliance. also certify the insulation design and installation at the job, including the required fire caulk. Please let me and the General Contractor, Jason Leonard, know if there are other items required for the issuance of a Certificate of Occupancy. Thank you, pF NEW O V �o s Sg41 DD N g� JUL 12 2016 o� 18 - ' ��� BUILDING DEPT. STEREO ARG \ TOWN OF SOUTHOLD Tom Samuels Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 July 12, 2016 [ECIEU'V[2 D Southold Building Department JUL 1 2 2016 Town Hall Annex Main Road BUILDING DEPT. Southold, NY 11971 TOWN OF SOUTHOLD Re: BOGER RESIDENCE BP#39686 I hereby certify the proper installation of steel reinforcing bars in the concrete retaining wall used to enclose the sanitary system,at the above referenced project. I also certify that the only framing change, noted in the form of a stamped revised FLOOR PLAN, was previously submitted for your records. Attached also find a copy of-the project SPECIFICATION showing impact resistant glazing, which-was used in the project. Please issue of a Certificate of Occupancy at your earliest convenience. Thank you, OF NEW yoR� ,`P cJG• SA &. � OSP ��N 83 Tom Samuels FA .:..ter` 1 ,y r- - 1 SMI • Wil',M� 1..Y,,.; _� ' r Owl ten:. _Ike, • ICI -.�- ��i '�`�— p..K - ..— U 1 - MEN,m LF I I • � i�''�i �Y _ �i^ � 1 y ��7/I � � i[li�111�Il�`l��I�Irn�ill� � I' �►���_ t �/ - y • V ,, /' �_...� � y womm. i 1Flop 4 �► • 1 / / i r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL SOUTHOLD,NY 11971 Board of Health Yes TEL: (631) 765-1802 4 sets of Building Plans Yes FAX: (631) 765-9502 c� Planning Board approval NA SoutholdTown.NorthFork.net PERMIT NO. l��� Survey- Yes Check Yes Septic Form Yes N.Y.S.D.E.C. Yes Trustees Yes Examined Flood Pgrmit NA 20 Storm-Water Assessment Form Yes r� Contact: Approved ,20 Mail to: Samuels and Steelman Disapproved a/c Architect, Phone: 631 7346405 Expiration le IK- 201 Building Inspector D - i ICATION FOR BUILDING PERMIT MAR 30 2015 INSTRUCTIONS Date March 30 —, 20 15 BLDG DEPT • "r Itiori n-o - MUST be comp] tely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. ee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) f' 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder b Architect t 'A Name of owner of premises Peter Boger (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 717 Private Road #12 Southold House Number Street Hamlet County Tax Map No. 1000 , Section 87 Block 04 Lot 04 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 SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition X Other Work , 4. Estimated Cost 200,000 dollars Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units One Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 30 FT Rear, 30 FT Depth 29 FT Height 16 FT Number of Stories One Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front. 32 FT Rear 32 FT Depth 28PFT ,a.A Height 32 FT Number of Stories Two 9. Size of lot: Front 108 FT Rear 147 FT Depth 119 FT 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R -40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises Peter Boger Address Oceanside NY Phone No. Name of Architect Tom Samuels Address Cutchogue Phone No 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF!YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YESX NO TF YES, D.E.C. PERMITS MAY BE REQ ED. Q IN 4: Provide survey,to scale,with accurate foundation'plan and distances to property lines. 'If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. :8. Are there any covenants and restrictions with respect to this property? * YES NO X s :r* IF YES, PROVIDE A COPY. a STATE OF NEW YORK) SS: COUNTY OF ) 4 :Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Arch itect (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me thi day of 20 No ublic BONNIE J.DOROSKI Signature of Applicant Notary Public,State Of New York No. 01006095328,Suffolk C`cyuaty Term Expires July 7,20�LS�... AM .r W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -Now' "V acility DEC ID 1-4738-04275 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: 'PETER BOGER BOGER PROPERTY 2444 ROCKVILLE CENTRE PKWY 717 WINDY POINT LNISCTM 1000-87-4-4 OCEANSIDE,NY 11572 SOUTHOLD,NY 11971 (718) 240-4757 Facility Application Contact: EN-CONSULTANTS 1319NSEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.556 NYTM-N: 4546.352 Latitude: 41002'22.6" Longitude: 72°25'25.1" Project Location: 717 Windy Point Lane Watercourse: Corey Creek Authorized Activity: Demolish existing dwelling, remove existing septic system and driveway,place fill, construct new dwelling, septic system and driveway and install`stone walkway, steps and plantings. All work shall be performed in strict conformance with the plan prepared by Thomas C. Samuels, last revised 12/16/13, and stamped NYSDEC approved on 1/21/14. (CKW) Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04275/00001 New Permit Effective Date: 1/21/2014 Expiration Date: 1/21/2019 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:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: 2 - Date Page 1 of 6 Am LW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION *acility DEC 1D 1-4738-04275 Distribution List EN-CONSULTANTS Habitat-TW 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. 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. 2. 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. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters;of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be,allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. 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. 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 75 linear feet from the tidal wetland boundary. Page 2 of 6 �v ASL .r,W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION `e' Facility DEC ID 1-4738-04275 7. 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. 8. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 9. Department Jurisdiction The department reiains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 10. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within the buffer area as shown on the stamped approved plans. 11. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area prior to commencement of any regulated activities and remain in place and in good, functional condition until the project,is completed and all disturbed areas are stabilized with vegetation. 13. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 14. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 15. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 16. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 17. 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. Page 3 of 6 Aft i,P,W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION racility DEC ID 1-4738-04275 18. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat- TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK 50 CIRCLE RD STONY BROOK,NY 11790-3409 Attn: Compliance 19. 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 Thomas C. Samuels, last.revised 12/16/13, stamped NYSDEC approved on 1/21/14. 20. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 21. 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 ori account of any such removal or alteration. 22. 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. 23. 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. Page 4 of 6 Aft Inhom N,v,W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION W Facility DEC ID 1-4738-04275 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 SA-PA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,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 4ny forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NYl 1790 -3409 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; Page 5 of 6 Am 1WWi NP,W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION tr+acility DEC ID 1-4738-04275 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; i 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. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 +�-,''`1••`�`fYDj artD i•,'�:� - `iY'` '. �'•1 ��+v'it,;� ASD ;^ �`'� ,i1•', ' _=4 M, �i �t \��' S •��" "+w'#t .{ t. ,'rte� -'�'� } x., ''%`�'� `'.t"W "-�'� i- •• ii:iJ a ;E �%3`= 14 '2o$ •u'.:.v.P� _ 7 ... .. .xe»;-.a„�`.S.F�FE) `.:f.e.s'.�6e s?f:,� � "'ff:}p �"s. �', a 'i:'s:$td'Jrf: g'}' t;°:^t3; ..... r_ ,r^ + ..-. E.a f-. ._. ;....ti i .. q _ :• @ T�ZlH�.OL_.�'.D.#�,.;NS =EW:{1 YORK 4$ _�v';'1�.,..�G_ �y's' rr�j s.>{3 ;.` 0i •Y' ;Pf ��' 'e �'� r- � a � ' A;tiaa�:•� z'4•; E ,�' '' ?"; :`� L '�. ;. a ... U� ,'.•>,K.4�i��tt.,:`7 �d L€? €i2+i�`D`) + ., .2,.,. �:•, -;0 21 1 1'r.1 FV val�C t k l S ?. orb akt 11si- .,.,,1 'd :s l.3a .�. f, f . ~a L°. es.. �l 1�.a 9: ��}t;s3..�iI }`�z c'?�i�.`�.'sj 31�Z3-v�•d sj �L. PERMIT .01 8444-A0 f :n> i s�c; it i yr " is°9,{i nRATE IJUNE48;,20.1.4 s• *sr H' '�IAv�.t'4 i::1 Olie'; C.etiitlt�.�li @ ISSUED TO: PETER BOGER $, •.i,��.1�"g�F -��� ° i�°` � r•�.ar..-..:.:,,..... .Sa «9 k.____�x-'..,{ a_ ° «rx`ti 3 PIZOPER'TVY ADI)KESS:if 7`17- IVAZ'E R6XDF#i21;!SOVTTI0L"1) - { SCTM#87-44 .F.f '03 a sp ;bu�� . 1 aJ z6n , A't:,asn f{t izm lx,) n ` '>i� $'��.•<<;1£;`s'a." J;�.° s?�'; °`€ { Q�,J rt .1.. "��`.$ ...,°�� °.d# $e r °i« '.z ,.,.,�, a � s r' l - + d•y+ 9 4"� ; ,,- °�;L' `!+ "st-�J �„:✓�a...�#'�`1:d:;;?f.'�ai` fi? �.�rstdA;°''� ;•�;3,,r..�T#R"j ga TS?3!t�'?s8'3i '`rv�t-.}'<'1'4 r,, rt•:�°°A p�. � 1 �t: AUTHORIZATl,C01. _ :•r= a a_ Pursuant to;tl%,provisions of§Gbapter 275 of t}JeTown,C,od,e of the tTowr;;ofiSA4tholdmndfin+ accordancet•with;theFResolutioniofthe,Board of Trustees;adMopted`atithe ineeti�ng heldgon June 18.2014,and in • consideration of application fee m the 1sum of$ 250.00 paid by En-Consultants'and.subjecf tq,the Terms and ;dry" Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the i following py g ty� qqq�p ,y.y rt�q }} ,. _ - 94d3:ia 1.4x4}r'n I?,n �'.`.s`;..,v' '.ad •�'11..:44'��':'�J>F i ,xa al fl wf ke $i c ;' .c �t�� S' ..+e �a w��'6e�1�{x � � } cd DF ti t,v f '"3' �, i'� :ii" �;,nrg•s�€mflx�3 "�t'''(o-,rr C$��,'r` w: p•_ , Wetland Permit to demolish,and remove existing one-story,92894•1t:sin to fainilY k; dwelling rMh_attached,,decks and�steps-,amend,construct new$�tw&4storya,824sq.ft.singleifamily dwellipg on raised foundation with covered-entry,,masonry�wallcway,and steps; raise existing 5edY1; fee `aovshed; remove existingsanitary system and install,new,saniarYs stemraite groundwater with concrete retaining wall-and cubicyardsof cleanfll; install adrainage system,6f- utterst"eaders to d 'ells to dwelling; remove existin ^drivewa�Y :S3 Wga `2 C`o$3: sIM i f and'install,new, rixisting .pviplp l! ;. Ulf, #u L*R..i.:1kat1Y`Ff Lle+at 1) Dai lS•.::j '.�,C?'g +R$�.lfF4 i4Yie' a 33o a '.hd 8 el•'?d"et''`�J'3 F`f i�8 'J r``•,s ' lawn areas located more•than 4' seaward=of proposed driveways ap roaclmately 1'790;square 33 :ls .tts s3✓'LA {.t;$i^ J f ' kt3 >:f3C4z' �Vis' as, ins:t<;t,r •'.'a>9 Sr`7a :m �Ast feet of landscaped buffer areas to be- lamed with nativeve et"tion'an ,,a roXimatel500 square feet of non-turf buffer to consist of un-vegetated"clean sand;and as-depicted'on the site plan,prepared by Samuels& Steelman Architects,last dated'March-5,2013 and stamped 17 ;BY '{ 3 - 'a> w^i ct £.r t (A „•$::t.Y ;t g="`j .aha•wi t;'a S i>,.. cs " aj'i-i' app roved onune 18.2014: r � . s' ' rr. f ' ..s �• ,ax •�.S tft1+` 'D•:S7 '3 r'i •' ! R'q.-,.yff • .4S?,,, .M" K J •S..t '<.J'p# v„ J Q �, ,UW `-1r „a '`s3at.,, Fj cT3 �° r. i ,a ' D r - t 3, ? f, t t IN WITNESS d HE�+EOF;thad1Board ofTnistees hereb, causes its Corporate Seal to be affixed .,, and these presents to be subscribed by a majority of the sa d'Board'as Of this date:` l, g,fi co-D .i.'':�.a'8n: i'iJI `, +:,' ✓F; <J ti`i'.. +.,�i:. f..{� L"'a John Bredemeyer-Nav . t dgt1FF0��• ?341),!"q :MichaeltJ-D6mino7.Na..._'34 ;i ''l:eda3 s 3a 3a � s� ',t`;�{`I=.d•+ � ,�n ; �, q �� �•�. .i Laa ir�,�.�4 31:'s ,v}`S sEi::'r.� ;i � ", `tS. 4'. S` '+ s ".'` ..e _ ,{$r 4 , �. •i19e .`,"?Y_.. ,-.. !y�'• 0�� .%i;,.'i �.�:<:�a`art% ,.33ya`J r.i.� ^tz .. t. •T•',. .. .�._. _ ''��':rl`. �.. tt d .°,. ...tt• t,a`. , ,-_ a. ^5.33 Df ,° ',[ { `Fir."t'r• ';s xF•.t:»{' r= .1:'+ y,t�' uY3�iXlJ2i55r=uwut�il.:'stv"'i,1,a+�un"i7 '�atiatiiil.�iw��i�iz`woiicvLtitiW'Yiu'u'tltii�'ia4"a$.i$i .NSiil�S"!31"a.2:St.YfiYui.+i.°aiuti5'"�1.k�' "_ � ?�" t' +i.�iilStiA�t'.� �� ��°~ �.,Jl• v:�,• � \•�v ",.; _« Flit' - - i; i .�;i -.+..°„ti_" `J `i: ^! �;! a� \ '"�,"•_..t•: D� •�"izt��'.S�:�ai•*.�' 's`"•t�i4%: ::� :5+. t�' � t6 s,r'' D °r .:�, .„t� tti,:... John M.Bredemeyer III,President ��OF S0UryO Town Hall Annex Michael J.Domino,Vice-President �® lQ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold, New York 11971 A.Nicholas Krupski G 1 Charles J. Sanders C �AR`Y 6 DUNK, i. D - SEP - 9 2016 BOARD OF TOWN TRUSTEES BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1265C Date: September 9, 2016 THIS CERTIFIES that the demolition and removal of existing one-story, 928 sq. ft. single family dwelling with attached decks and steps and construct new two-story 824 sq. ft. single family dwelling on raised foundation with covered entry,masonry walkway,and steps,•raise existing shed- remove existing sanitary system and install new sanitary system raised 2 feet above groundwater with concrete retaining wall and approximately 328 cubic yards of clean fill,• install a drainage system of gutters to leaders to dMyells to dwelling; remove existing driveway and install new pervious gravel driveway and parking area,• and establish in place of existing lawn areas located more than 4' seaward of proposed driveway approximately 1,790 square feet of landscaped buffer areas to be planted with native vegetation and approximately 500 square feet of non-turf buffer to consist of un-vegetated clean sand and/or vegetated with native plantings; At 717 Private Road#12, Southold Suffolk County Tax Map#1000-87-4-4 Conforms to the application for a Trusfeespe mit'fer'etofore filed in this office Dated May 22,2014 pursuant to which Trustees Wetland Permit#8444 Dated June 18,2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of existing one-story,928 sq. ft. single family dwelling with attached decks and steps and construct new two-story, 824 sq. ft. single family dwelling on raised foundation with covered entry,masonry walkway,and steps;raise existing shed,• remove existingsanitary system and install new sanitary system raised 2 feet above groundwater with concrete retaining wall and approximately 328 cubic yards of clean fill; install a drainage system of gutters to leaders to drywells to dwelling; remove existing driveway and install new pervious gravel driveway and parking area,• and establish in place of existing lawn areas located more than 4' seaward of proposed driveway approximately 1,790 square feet of landscaped buffer areas to be planted with native vegetation and approximately 500 square feet of non-turf buffer to consist of un-vegetated clean sand and/or vegetated with native plantings. The certificate is issued to PETER BOGER owner of the foresaid property. o Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: January 28, 2014 TO: Samuels & Steelman(Boger) 25235 Main Road Cutchogue, NY 11935 Please take notice that your application dated January 17, 2014 For permit to demolish an existing single family dwelling and construct a new single family dwelling at Location of property: 1717 Private Road #12, Southold, NY County Tax Map No. 1000 - Section 87 Block 4 Lots 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 13,580 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size,the minimum front yard setback is 35 feet and the minimum rear yard setback is 35 feet. Following the proposed construction, the dwelling will have a front yard setback of+/- 25 feet and a rear yard setback of+/-'32 feet. 0 uth ized Sig Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. } > as BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��iF SO 0. 53095 Main Road•P.O.Box 1179 e` p Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer _c Town Annex/First Floor,Capital One Bank George Horning ® �Q 54375 Main Road(at Youngs Avenue) Kenneth Schneider �l�'00 Southold,NY 11971 S http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MAY 15,2014 ZBA FILE: 6741 NAME OF APPLICANT: Peter M. Boger SCTM#1000-87-4-4 PROPERTY LOCATION: 717 Private Road#12(aka Windy Point Road)(adj. to Corey Creek) Southold,NY. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 4, 2014, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards, The LWRP Coordinator issued a recommendation dated April 24, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION The applicant's property is an irregularly shaped, non-conforming 13, 580 sq. ft. parcel in the R-40 Zone. The northwesterly lot line measures+/- 119.48 feet along adjacent property. The easterly to line measures 108 feet along other property. The southerly lot line measures 144.5 feet along an adjoining property, and the westerly lot line measures 147.05 feet along Corey Creek. A 10 foot wide private ROW, approximately 165 feet in length bisects the property, and provides access to one adjacent parcel. The property is improved with a seasonal single family dwelling and accessory shed, as shown, with proposed new construction and proposed front and rear yard setbacks, on the site plan survey sheet 1 drawn by Samuels & Steelman,Architects, dated June 13, 2013. BASIS OF APPLICATION: Request for Variances from Article XXIII Section280-124 and the Building Inspector's January 28, 2014 Notice of Disapproval based on an application for building permit for demolition of an existing single family dwelling and construction of a new single family dwelling, at: 1) less than the code required front yard setback of 35 feet, 2) less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant requests variances to construct a new two story single family dwelling with a nonconforming front yard setback of+/-25 feet, and a nonconforming rear yard setback of+/- 32 feet where Code requires a minimum front yard and rear yard setback of 35 feet. This new construction will be done after the demolition of what is described as an existing single story seasonal cottage on brick piers. Page'�of 3—May 15,2014 ZBA#6741—Boger SCTM#1000-87-4-4 ADDITIONAL INFORMATION: The applicant's proposed project includes construction of a new, FEMA compliant dwelling, a new permeable gravel driveway, a new septic system, and a stone walkway. The applicant will also establish a combination of a non-turf buffer and a landscaped buffer with plantings. The applicant has secured a NYSDEC Tidal Wetlands Permit for the proposed construction. Prior ZBA decision #5341, dated July 29, 2003, granted a variance for a new 8ft x 12ft. accessory shed with a nonconforming front yard setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 1,2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following fmdings: 1. Town Law 6267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A dwelling with nonconforming setbacks has existed on this site since before Zoning Code. Several other seasonal cottages in the neighborhood have been converted to larger year round homes similar to what the applicant proposes. 2. Town Law 6267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the non-conforming size and irregular shape of this waterfront property, and the existing wetlands,the proposed new construction cannot be done without variances. 3. Town Law 6267-b(3)(b)(3). The variance granted herein for the rear yard of 25 feet is mathematically substantial, representing 28% relief from the code.However,this is mitigated by the fact that there is already a pre- existing cottage with non-conforming setbacks on the property, and because the new front yard and rear setbacks will be more conforming to the code with the relocation on the site of the proposed new dwelling.The variance granted herein for the front yard of 32 feet is not mathematically substantial,representing 8%relief from the code. 4. Town Law 267-b 3 b 4 No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The applicant will construct a new septic system. A combination of a non-turf buffer and a landscaped buffer with plantings will be established from the edge of the driveway/ROW to the edge of the wetlands. A permeable gravel driveway will be constructed to help control any potential storm water runoff. 5. Town Law 6267-b(3)(b)(5). The difficulty has not been self-created. The applicant and his family have owned the subject property and the adjacent property since prior to zoning. 6. Town Law 6267-b. Grant of-the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variances as applied for, and shown on the site plan survey sheet 1 drawn by Samuels & Steelman, Architects, dated June 13,2013. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. I Page�.f 3-May 15,2014 ZBA#6741—Boger SCTM#1000-87-4-4 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). c Leslie Kanes Weisman, Chairperson Approved for filing //� /2014 • r _� � _ ;� .G I nwri Hall. 5.11195 NIZ1111 r ' jj"jH T TERRY �, P O- ntir 11711 fi'OW1Y CLERK car' MI. .r,'j Suulholrl Nc%+• Turk 1 ItEG15fRAR OF VITA.ST'A'n511CS y t� L" Fax CS Iht 765-18� MARRIAGE OFFICER _ ,/ ��� T�IcPhunc l l h l 7frC_ 1 RECORDS MMIAGEMENTOFFICER �r01 FREEDOM OF INF'OWANnON OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tPe Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development. Permit application" (FDP(93) ) , and ;'Certificate of Compliance fir Develclpment in r % Special Flood Hazard Area (C/C(93) ) .l t i I TOW4 OF SOU- PIOl D Fig FPR 2015 i 01 DC DEPT rot',r:of snuTHoro Audith T . Terry Southold Town Clerk August 25, 1993 APPLICATION PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and sign). 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrein- 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make caasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCU RATE. (APPLICANTS SIGNATURE) r SECTION 2: PROPOSED DEVELOp1, ENT (T��c completed by APPLTCM`D NAME`` ADDRESS �J TEL✓lf✓PHONE AP P Ll CANT �E 1'Y1 �}GGI�'�6t �I f/�x • BUILDER t ENGINEER PROJECT LOCATION: To avoid delay in proocssing the application, please provide enough information to easily identify the project location_ Provide the sweet address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this applic showing the projed location would be helpful. FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes)- _ A. STRUCTURAL DEVELOPMENT eCTIVITY STRUCTURE TYPE M/New Structure W-Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Altcratioo ❑ Non-residential (Floodproofmg? ❑ Yes) ❑ Relocation D Combined Use (Residential & Commercial) ❑ Demdlition' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT r �COJV B. OTHER DEVELOPMENT ACTIVITIES: ® FdI O Mining 0 Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage, Improvements (Including Culvert Work) j D Roaf4 Street or Bridge Construction ❑ Subu'vision (New or Exparsioo) O Idual Water or Sewer System G Other (Please Specify) Alter completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECTION 3• FLOODPLAIN DETERMINATION CFo be completed by LOCAL ADMIMSTRATOIZ) The proposed development is located ou FIRM Panel No. , Dated The. Proposed Development: O Is NDI located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arca. FIRM zone designation is wo-Year flood cbcvation at the site is:- Ft. NGVD (MSL) ❑ Uoavailablc ❑ The proposed development is located i❑ a (loodway FBFM Pancl No Datcd ❑ Scc Sccu�on,4 (or additional ios[ruchoos SIGNED 'C / DATE . APPLICATION ?Y PAGE 3 OF 4 SECTION 4• ?.QQITI NAI. INFORMATION RE UIRED To he com Ictcd by L CAL ADMTNIST RATOR The applicant must submit the documents checked below before the appficalion can be processed. 0 A site plan showing the location of all cxisling structures, water bodies, adjaeeot roads, lot dimensions and proposed devclopmcnt• ❑Development plans,drawn to scale, and specificatiprts,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofwg of u"Lies located below the fust floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of now fill cicvation Ft. NGVD (MSL). ' O Floodproof►ng protection level (non-residential only) Ft:NGVD (MSL). For , floodproofed structures, '11ppGcant must attach certification from r- gislered engineer or - architect. ; O Certification from a'rc&tercd engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the loo-year flood.. A copy of all data and calculations supporting this finding must also be submitted. O Other. SECTION 5 PERMIT DETERMINATION fTo be completed by LOt;AL ADMINISTRATOR) I have determined that the proposed activity: A- O Is B. O Is not in conformance with provisions of Local Law if , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Admiaistrator may issue a Development Permit upon payment of designated (cc. if BOX B is chcckcd, the Local Administrator will provide a written sumry maof delic g (rom (be Board of es. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing fr Appeals • APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appeals? ❑ Ycs O No Hearing date: ppca --- Approved? E3 Yes 9 He Conditions SECTION 6 AS QUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered profcssion•ai engineer or a Gecnsed land surveyor (or attach a certificadon to this application). Complete 1 or 2 below. 1. Actual (As-Built)Elevation of the top of the lowest floor, including basement(in Coastat Hieh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)- NOT Any work performed prior to submittal,of the above information is at the risk the Appl/'cant. T 1 j SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL,4DMINISTRATQRI The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMlr41aRAT R Certificate of Compliance issued: DATE: BY: 1 , Attachment B / // f3 AMK E / CERTIFjICATE I/'F COMPLIANCE for Development in a Special Flood Hazard Area s TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWKEn t LIST RETAIN THIS CERTIFICATE) _ PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXIS'T'ING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-- SIGNED: 9_SIGNED: DATED: B. COMPLUNCE IS HEREBY CERTIFIED WITH TILE REQUIREMENTS OF LOCAL LAW # , 19_, A.S MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) U.S.DEPARTMENT OF HOMELAND Vii_-'URITY FEDERAL EMERGENCY:+�aNAGEMFII"f 4GENCY n%7 ELEVATION CERTIFICATE OMS No. 1660-0008 National Flood Insuranc-Progxo IMPORTANT:Follow the Inst c to it 'on Date:July 31, 2015 171 1 Irl 11 SECTION A-PROPER 0 ATION FO 1NJfANCE COMPANY USE Al. Building Owner's'Name MR. PETER BOGER P01 y ber A2. Buildi17 Street Address ROApngAn.,Unit,Suite,and/or Bldg.No.)or P.O.Route and B Company NAIL Number. City SOUTWO'LD # 11 State NY ZIP Code 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,et . 1000-87-4-4 • TOWN OF SOUTHOLD A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude Lal.41 nFr,02MIN 18 ASFG Long. 72DEG 25MIN 28-12SFC Horizontal Datum: ❑NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs e`the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building H ith a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 727 sq ft a) Square footage of attached garage sq ft b) Number of per,n3nent flood openings in the crawlspace 4 b) Number of permanent flood openings in the attached garage or enclosu,:Isl;within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total ne.at,: or flood op=-iings in AS b 800 sq in c) Total net area of flood openings in A9.b sq in d) Engine area rigod openings? N Yes ❑No d) Engineered flood openings? ❑Yes ❑No .'SECTION 8-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Comirt.n ty Name-,,,Community Number B2.County Name B3.State SOUTHOLD,TOWN OF 360813 SUFFOLK NY B4. Map/Panel Number'=i_ ,5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8. Flood Zone(s) B9.Base Flood Elevation(s)(Zone --- Revised Date A0,use base flood depth) 36103C0166ijI_ir�, H 09/25/2009 AE 6 B10.Indicate the souYC'W&the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Pro`pr''_-,N_FIRM ❑Community Determined ❑Other/Source. B11.Indicate ele:'afid'n datum useo for aFE in Item B9. ❑NGVD 1929 N NAVD 1988 ❑Other/Source, B12.Is the build'ng,)',doated ir•a Co,-,tai Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designatic.i DatFl .__ '___—/ ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building ajr-vaticii�are based on- ❑Construction Drawings* ❑Building Under Construction* N Finished Construction *A new rle,,at, i C-:rtificate w''i be required when construction of the building is complete. C2. Elevations-Zci cc Al-A3r.,. E,AH,A(with 3FE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h bel')w(,,:ordmg t,,tr u building oiagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utw-d: Vertical Datum* NAVD 88 1ndl6ate elerc.ion datlim', ",for no elevations in items a)through h)below. ❑NGVD 1929 N NAVD 1988 ❑Other/Source: Datum used for q�t�lltlgtelevatiers must be the same as that used for the BFE. Check the measurement used. a) Top of br tto fl6&TJr1Clur,i ig basement,crawlspace,or enclosure floor) 3 . 2 ®feet El meters ,,,,: b) Top of Li a next higher floor 8 -4 ®feet ❑meters c) Bottom ef.&Adwfest horiionte:structural member(V Zones only) ❑feet ❑meters d) Attachec•garage(Top of slaw; ❑feet ❑meters e) Lowest r-ievat&f-6'machinery o, equipment servicing the building 8 1 N feet ❑meters (Desarib:;Wd of PPL'pment s'id location in Comments) f) Lowest_,dlacent(fri i 3h,-d) de next to building(LAG) 3 3 N feet ❑meters g) HighesT adjalc'i (timsI-:d'gr-de next to building(HAG) 6 3 N feet ❑meters h) Lowest,�dj&-, -is ;i a a at lowest elevation of deck or stairs,including ❑feet ❑meters structur''I.st SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification-s"te: signed„n sealed by a I.•nd surveyor,engineer,or architect authorized by law to certify elevation information.1 cel ufy Hlut the inrcirmition on thrs Co-tificate represents my best efforts to interpret the data available I understand thai any alse staterr. may be puna=hable by fine or imprisonment under 18 U S Code,Section 1001. co M ❑x Check here if c o'% ,ients are pro, pled on back of form. Were latitude and longitude in Section A provided by a �` r+ •r` �� �" i ❑Check here if a Lachnr:encs., licensed land surveyor? ®Yes ❑No 'f Certrfier's Name ' License Number JOHN T. METZGER"o J!Cr _ 49618 j Title "mit u o Company Name OWNER .9,.'l, ;,,,,,, —— PECONIC SURVEYORS PC Address City State ZIP Code 1230 TRAV '� RS-STREFT SOUTHOLD NY 11971 '4 Signature titli Date Telephone a/ _ 07/01/2016 (631)765-5020 t' FEMA Form 86-' -33.(F:t,Fe ,;1See reverse side for continuation Replaces all previous editions. ELEVATION CERTI1,FICATE, page 2 IMPORTANT;In'these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address'(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number. 717 PRIVATE ROAD# 1 City i State ZIP Code Company NAIC Number: SOUTHOLD NY 11971 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of.this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments A8-'d,'-ENGINEERED FLOOD VENTS RATED AT 200SQ. FT PER VENT(800 SQ FT) NES#624, MOD.#1540-511, C2-e Signature Date 07/01/2016 SECTIONIUL BUILDING E&WWO4 INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A;(\!ithout,BFE),complete Items E1—E5. If the Certificate is Intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items E1—E4,iise.riaural grade,If available.Check the measurement used.In Puerto Rico only,enter meters. 1.E1.Provide elevation;�ln�grmation for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade(HAC))and tie lowest adjacent grade(LAG). a)Top of bottorrfloor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or be ow the HAG. r' b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagi ams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b In the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is EJfeet E]meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO'only:if no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance`❑'Yes ❑No ❑Unknown.The local official must certify this information in Section G. • "SECTION F—PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here:,The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Ovhi&P's�Au$iorized Representative's Name A,,liu;y„� Address i • , City State ZIP Code Signature ;. xI Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official'whc is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. 6 ' G1. ❑ The information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community'ofl'icial;completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. 1 r G3. EI The foilowing1lnformation(Items G4—G10)is provided for community floodplain management purposes. r Or,0MICI:: G4. Permit Number.!?,• ii',e,. G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as,;built-lowest floor(including basement)of the building, ❑feet ❑meters Datum G9. BFE or(in Zone AO )depth of flooding at the building site: Elfeet Elmeters Datum G10.Comm unrLv's de§ign flood elevation, ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments i ,. r4 ❑Check here if attachments. FEMA Form 086-0-33`,(O"' ed-7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or F0. Route and Box No. Policy Number: 717 PRIVATE ROAD# 1 City State ZIP Code Company NAIC Number: SOUTHOLD NY 11971 If submitting nore photographs'han will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; ' -ron'Vlew' ami "Rear View"; and,if required, "Right Side View" and "Left Side View."When applicable,photographs must show the foi ida,,r.rn vitt representative examples of the flood openings or vents, as indicated in Section A8. 7/6/2016 20160701_095157_resized.jpg(2448x1836) y. f r n. „7. �.. r. FEMA Form 086-i K P.,.ised 7/1'1� Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P^0.Route and Box No. Policy Number: 717 PRIVATE ROAD# 1 City State ZIP Code Company NAIC Number: SOUTHOLD NY 11971 If using the Elevation Certificate to obtain NFIP flood Insurance,affix at least 2 building photographs below according to the Instructions for Item A6. identify all photographs with date taken; "Front View" and "Rear View"; and, If required, "Right Side View" and "Left Side View."When applicable, onctographs must show the foundation with representative examples of the flood openings or vents, as indicated in :,ectian Ata. I(suomitting more photographs than will fit on this page,use the Continuation Page. 7/6/2016 20160701 095127_resized.jpg(2448x1836) , ............-«-.-._ .�..»->... � a„c"...� ,,,.,..>A....-y�...... •..:-w.-ni-,w+.»M..w,�.-.--mow.,—,. a+ 4a �� ny , r a TM a A ,may FEMA Form 0864 3' sed 7/12 Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or B0.Route and Box No. Policy Number: 717 PRIVATE ROAD# 1 City State ZIP Code Company NAIC Number: SOUTHOLD NY 11971 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." I✓hen applicah'--,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Sectidh A8. If submitting more photographs than will fit on this page, use the Continuation Page. 7/6/2016 20160701_095139_resized.jpg (2448x 1836) 71111 77x .A L x Y y FEMA Form 08F-t-3-- Revised 7/12' Replaces all previous editions. ELEVATION CERTIFICATE, nage 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street 4ddress(including Apt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Policy Number: 717 PRIVATE ROAD# 1 City State ZIP Code Company NAIC Number: SOUTHOLD NY 11971 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all phonographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." :then applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 7/6/2016 20160701_095223_resized.jpg(2448x1836) � S `\g !1 J _ --m r+r FEMA Form 086-(-r33 i ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 717 PRIVATE ROAD#'1 City State ZIP Code Company NAIC Number: SOUTHOLD NY 11971 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for*ltem A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. 4 . 7/6/2016 20160701_095406 resized.ipg(2448x1836) * .. f FEMA Form 086-''-33-;ev,ed"/12) Replaces all previous editions. 1 1 •1 1 1• 1• -• •• it s r r a ` ' I IIIIII I II Ild IIII F 1 1 S ,� -i� �a �+ ` �� 31�&47 PR07,CT LOCATION - CONTACT INFORiyIATION: S.C.T.M. # 1000ENGINEERING DEPARTMENT (Property Owner,Design Professional,Agent Contractor,Other) ® OOSU �f' 01.11) NAME 06F'?_— ZesWe Section Block got = SITE INSPECTION REPORT FORM PleyePnm InspectioDate• ° g E-Mad Addrev Tclepho�re Numb- Co I(p 'Ola Subdivisions, Site Plans, Stormwater Improvements & Other Installations DESCRIPTION OF REQUIRED SITE WORK YES NO TNA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls b Limits of Clearing&Area of Proposed Land Disturbance. 0� c. Condition of Stockpiled Soils 0� d. Verification of Size&Depth of Leaching Pools. 00 e Verification of Drain Pipe installation/Concrete Parging 00 f Driveway Installation within the Town ROW-Highway Specifications 0 g Final Site Grading-Effect on Adjacent Property 00 h Inspection of Gutter&Leader System-Drainage Piping �0 i. Instalation of proposed Swimming Pool and discharge ring. Inspection of Construction Entrance/Staging Area(s). 0� k.Location of proposed concrete washout area(s). 0� I. OTHER-Explanation Required 0� m.OTHER-Explanation Required 00 A Final Inspection Report must be certifieded prior to Issuance of Certificate of Occupancy. Three options for certification are as follows OPTION#: 1. Certification of Drainage installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION#:3. Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: !, &S pee'&-, ucrtsw ioG ee, 0 0 ENGINEERING INSPE ON REPORT Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved B — — — — — — — — — — — — — — — — — All required Site Work has been Completed by the Owner / Date- 2 Inspection #: �_ Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form -TOS May 2015 Y Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 June 22, 2016 Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: BOGER RESIDENCE BP#39686 Attn: Jamie Richter, Town Engineer hereby certify the proper re-installation of the filter fabric and pea gravel,at the above referenced project, per our conversation at the site last week. Included please find photographs of that operation. If approved, please let the Building Dept. know,of your approval, for the issuance of a Certificate of Occupancy. Thank.you, p�: NEW YO CD QFC 0183501 TF E Tom Samuels �o��OF Sl?fjjyolo Town Hail Annex 41 Telephone(631)765-1802 54375 Main Road N � �c(631)765-gg5Q� P.O.Sox 1179 ri • @ roger riche Wn.SOUtho nV us Southold,NY 11971-0959 . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: L st Date: e > Company Name: �c.,,I go rte. � ;e / - � r ✓! e, Name: 2_ License No.: 99-1-7 fe Address: t 1221 11P4 Phone No.: G JOBSITE INFORMATION: (*Indicates required information) *Name: ��- 'g *Address: *Cross Street: oe:gr *Phone No:: Permit No.: (p Tax-Map District: 1000 Section:__ Block: Lot: *BRIEF DESCRIPTION,OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: �E/ NO (Ro�ughln Final *Do you need a Temp Certificate: r-yW/ NO Temp Information(if.needed) /\'V C'P *Service Size: 1 Phase 3Phase 100 154 204 300 360 . 400 Other � � *New Service: Re-connect ndergroun Number of Meters Change of Service Overhead 0 �- Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form CONSENT TO INSPECTION Peter Boger ,the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 717 Private Road #12 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 87 ,Block 04 ,Lot 04 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Construction of a House That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the'knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the'laws, ordinances,rules or regulations of the Town of Southold. Dated: C ( 'gnature) (Print ame) (Signature) (Print Name) rV SO!/j�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, Y 11971-Q9 9 �� �� June 13 , Z�16 ! '0oUNV I BUILDING DEPARTMENT Jason Leonard TOWN OF SOUTHOLD 41425 Route 48 Southold NY 11971 Re: Boger, 717 Private Rd #12, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Final elevation certificate required from a surveyor. Also certification requiredf piling , wall rebar aming an caulkin" mended plans required for all structural changes,along VA GK woo" s ec Truss acar require . I�lb S pplication for Certificate of Occupancy. (Enclosed) 1 :icy Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) V Trustees Certificate of Compliance. (Town Trustees#765 1892) ,� Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. /V"" Final Landmark Preservation approval. ��. r Final inspection by Building Dept. c�,,� '/ Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39686 — New Dwelling �� (,. - . a.. �' ,fir .. _. --- " •_`--- r «� - ,,. - „ ., ' - TOWN OF soum Lv- PROPERTY RECO ® ,CAR OWNER STREET 7 /7 VILLAGE DIST. SUB. LOT *�(.�(//��J/,�; ���j�('�7$/` ,q�j p yyrJy ' q ';r,,r,. �J��JMj'L,�.✓ � �) (` s .t• Vl �..�,. � —V( T� � C..i.il ''""t� Q+� ��� ��� w.'a'A t✓ ''�, �b�tr"P'� S/ G N FORMER OWNER N E ACR. C S W �, U TYPE OF BUILDING RES. SEAS. VL. FA, COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 13 00 .1600 'n-ko-Lia 1,QjjQ21Ma AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable i Tillable 2 Tillable 3 Woodland ✓'�� r Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK Ci COLOR TRIM 4r7f� NI 4 M. Bldg. lFounclation C- Both Dinette 0 Extension (r Y, Basement Floors K. Extension 67x -F Ext. Walls Interior Finish Sff t L. LR. Extension Fire Place Heat DR. Type Roof /4 A., Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio 0. B. Me-N I, (4, Ske w Total REScheck Software Version 4.6.0 Compliance Certificate Project Boger Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,656 ft2 Glazing Area 20% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 717 Private Road#12 Peter Boger Tom Samuels Southold, NY 11971 244 Rockville Center Pkwy Samuels and Steelman Architects Oceanside, NY 11572 25235 Main Road Cutchogue, NY 11935 631 734 6405 Compliance: 1.1%Better Than Code Maximum UA: 350 Your UA: 346 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1:All-Wood J oistfFruss:Over Unconditioned Space 828 19.0 7.0 0.035 29 Ceiling 1: Flat Ceiling or Scissor Truss 357 30.0 7.0 0.028 10 Ceiling 2: Cathedral Ceiling 471 30.0 7.0 0.027 13 Wall 1:Wood Frame, 16"D.C. 568 19.0 2.2 0.052 24 Window 1•Wood Frame:Double Pane with Low-E 34 0.300 10 Window 2:Wood Frame:Double Pane with Low-E 32 0.300 10 Window 3:Wood Frame:Double Pane with Low-E 16 0.300 5 Door 1:Solid 17 3.000 51 Wall 2:Wood Frame, 16"D.C. 627 19.0 2.2 0.052 27 Window 4:Wood Frame:Double Pane with Low-E 92 0.300 28 Window 5:Wood Frame:Double Pane with Low-E 10 0.300 3 Wall 3:Wood Frame, 16" D.C. 627 19.0 2.2 0.052 29 Window 6:Wood Frame:Double Pane with Low-E 33 0.300 10 Window 7:Wood Frame:Double Pane with Low-E 32 0.300 10 Wall 4: Wood Frame, 16"D.C. 568 19.0 2.2 0.052 17 Window 8:Wood Frame:Double Pane with Low-E 47 0.300 14 Project Title: Boger Residence Report date: 03/30/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Boger\Energy Page 1 of 2 Calculations.rck s Gross Area Cavity Cont. Glazing Door UA Perimeter U-Factor Window 9:Vinyl Frame:Double Pane with Low-E 31 0.300 9 Window 10:Vinyl Frame:Double Pane with Low-E 42 0.300 13 Window 11:Wood Frame:Double Pane with Low-E 70 0.300 21 Door 2: Glass 42 0.300 13 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. IZOA&MMOU 7hAul" -6 ;D 1 Name-Title SigSinC�ire Date Project Title: Boger Residence Report date: 03/30/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Boger\Energy Page 2 of 2 Calculations.rck JUL SURVEY OF PROPERTY AT DAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCAU: 1"=20' / JULY 25, 2012 NOV. 13, 2014 (REVISIONS) JULY 1, 2015 (F°OUNDATION LOCATION) 15 Su Gj®� Lv � YAGG 6-6 IA ;wk ' S 5 -a QC r ( � , FOU10. NDAti\ � @V Y Y Y Y Y 3 � • ,Y f�1 Y Y •. ` Y 1 Y Y Y Y Y YY •�1 Y t9 Y Y Y Y Y YY Y ', � � YY Y \ X� A,% •' Y� Y Y YY Y ` \ �0 % Foun ac�:�on Y � Y Y Y 1I \ o' ak•Y Y Y Y �� Y Y YY Y �� � � U�h"D I Y)I ' Y Y Y • Q0/ '� '• Y Y Y Y Y Y Y Y Y•• �\ `� Y Y Y Y Y Y �\ )< I S 4 O v SSC ' Y \♦ Y Y Y'• •Y Y Y Y \ Y Y Y .`'J A I EA=13,580 SF v. Y Y ��\ Y Y Y OF New( TO TIE LINES cl)'��� �. �T� Q' �- NOTE: PROPERTY IS LOCATED ENTIRELY IN FLOOD Y Y . ;: � ZONE AE 6 FROM FEMA MAP # 36103CO166H. ELEVATIONS AND CONTOUR LINES ARE REFERENCED Y TO NAVD.'BB PLAW X = WETLAND FLAG; TIDAL WETLANDS DELINEATED �, LIC. N0. 49610 BY EN-CONSULTANTS, 5/25/12. PECONIC SURVEYORS, P.C. TEN (631) 765 - 5020 FAX(631) 765-1797 CF �OF sraIE EMrn�LAV. P. 0, BOX 909 EXCEPT AS PER SEMOV A99-SUMffivl M 2 ALL LERTF AT1M m ARF vaLm F44 TlQS w►P AND COMES ViTEX arlr F 1230 SOUTHOLDV TRAVELER 11971T 102- 1561 ` m MAP 04 ca�x XM TIE ROM=X&OF DEs�M v► SOARM APPEARS If L r , n vmrna 5 ppP �+. �66 c ty phi M O a'�,t�, -fig" v]bn SITE DATA,qU-F,-.,•epia "}i,Ll:�.�t i i� +:� d'1!'� t�lF�e Vy �7"ts-ti A""i ti� 6`di9 QCT.'' 0 :�5 a Q SCTM# 1000-87-04-04 lGOUPLINS EXISTINS Ap� 0 1 2016 H.S.Ref•No°l�✓� �R PROPERTY: 717 Private Road#12 INSTALLED ADDRESS Southold, NY 11971 ��:a;.c'rae d+sfls�R sed�nrater sugghl iaciiiti a �,zis 10:,��or� UNDERGROUND OWNER: Peter Boger g32yPr9 a;ca�or cerliliod fay Phis p�gartme 4 or 4v�f�ayerieiev a • y�A't[-R LINE 1�9.48' 244 Rockville Center Pkwy _ i��kiaPaoiarl FOR A,�+`�'MU_N•QF- BE®R006U1S° Oceanside NY 11572 ° 50» E _�._ SITE: 13,580 SQ. FT. =0.311 ACRES K46 38 I� YSURVEYOR: Peconic Surveyors, PC O Walter J.�6olbert,1". le 1230 Traveler Street U Southold NY 11971 offlee of` aStewSter'Management �� , , 44 LICENSE#49618 w z �PARKINS DATED July 25 2012 W RETAININS // AREA , WALL S �p0 5UA:1F ��® 6NAoes`'7ot s L13�R I, _ R q �1� // ry g¢:5�-utA .0 . TIDAL WETLAND LU / — 3 BEDROOMS NO BArvEMENT STALLED W c GOA WATER LINE CMEEK _ i-- T O p O \ NO LP LF a,Z• RETAINING \ LPpp RETAINING WALL WALL L -b' W Z)W•p �r MEAN HIGH WATER MARK INSTALLED . UNDERGROUND ; WATER LINE 5e_`00•p ,M5 BUILT SEPTIC, SYSTEM W 47,00' - 1200 SAL SEPTIC, TANK (ST) _ / \ LEAGHINS POOL (LP)) COUPLING OV NE ),0 I o 1 0 �\ RETAINING WALL �� PS s 5 o < EXISTING °� N WATER LINE los 2 00 00 ,� ur 23° 183 TS 3114116 SITE P LA Ill =20•-0.. SCALE: 1' =20'-0" _ RECENEED) SITE PLAN MAR 1 7 2095 D G .. D 9UFF,CO, HEALTH SERVICES JUN 2 8 2016 � IIS l TE T. SCDHS AS BUILT 1 BLMDINGDEPT. HD REF # R10-14-0049 WINDOWS and GLASS DOORS Provide window and exterior french door units by ANDERSEN, Inc. as per FLOOR PLANS and ELEVATIONS. Verify window schedule with Architect prior to plac IFEW, WINDOW FEATURES D' 400 Series Tilt-wash windows with coastal hardware JUL 1 2 2016 EcoExcel Energy Perfomance Package Egress function where required BUILDING DE StormWatch impact resistant at all units ��WN®� ���., Low-E4 SmartSun insulating glass SDL (interior and exterior) lights w/7/8" glazing bars'with spacer bars Note: divided light pattern is not always the stock option. See ELEVATIONS for layout of divided lights 5/4 x 4" PVC applied casings, white 2" thick extended exterior sill nose Factory mulled multiple units where shown Factory applied extension jambs of required width Douglas Fir interior finish, except primed at Baths "Tru-scene" screens in white, including at glass doors Interior hardware in oil-rubbed bronze finish "Newbury" french door hardware, white on exterior, oil rubbed bronze on interior EXTERIOR GLASS DOORS Provide 400 Series "Frenchwood" exterior doors by ANDERSEN, Inc., with same features as windows and operable as shown. Provide 5-point locking system. pF NE W yo, 'QF 01835D"' �FCrG rFR D r-; t z (4� INSTALLER: LEAVE THIS MANUAL WITH THE APPLIANCE. CONSUMER: RETAIN THIS MANUAL FOR FUTURE REFERENCE. NEVER LEAVE CHILDREN OR OTHER AT RISK INDIVIDUALS=ALONE WITH THE APPLIANCE. #3 INSTALLATION AND �r.. 0 t•r ,.r z~ - i"y POLEON- QUALITY FIREPLACESOPERATING 1 INSTRUCTIONS kt-- jy CERTIFIED UNDER U.S.ENVIRONMENTAL-PROTECTION AGENCY(E.PA.)JULY 1990 40 C.F.R.PART 60 AND THE OREGON DEPARTMENT OF ENVIRON- MENTAL QUALITY D E.Q.)PARTICULATE EMISSION STANDARDS BY E.E.M.0 THESE STOVES HAVE BEEN TESTED AND LISTED BY INTERTEK TESTING SERVICES T ARDS:CSA B356.2,ULC S627,UL 1482.MODEL 1100 HATBEEN TESTED AND LISTED FOR INSTALLATION IN MOBILE HOMES. A 1100-PL, 5 N= JIB .1 00PL 1400C ®b � G MODELS . E SAFETY INFORMATION T=-' If the information in these instructions is not followed exactly,a �'# fire or explosion may result causing property damage,personal ". injury or death.Improper installation,adjustment,alteration, r service or Maintenance can cause injury or property'damage, M - z<-= 'bodily injury or even death.Please read entire manual before == j►.0 mj ly J >' # you install and use your appliance. =QD„ This appliance has not been ted with n unv d PP tested a ente gas log set To reduce risk of fire or in do not s a unv nt install n e ed y' as to set.into the appliance.f� _ 9 9. _ PP ' -This appliance can be very hotwhen burning. = -Combustible materials such as firewood,wet clothing,etc.placed too close can catch fire. �q_�a R ,, HOT GLASS WILL CAUSE J - - Children and pets must be kept from touching the appliance when it is hot ., BURNS. The chimney must be sound and free of cracks.Before installing this unit, w contact the local building or fire authority andfollowtheir guidelines. DO NOT TOUCH GLASS UNTIL -Operate only with the door tightly ` 9 ly closed. COOLED. -Bum wood behind the log retainer directly.on the firebricks. NEVER ALLOW CHILDREN TO -Do not use an elevated grate or otherwise raise the fire. -At least 14 square inches of outside air must be admitted to the room or TOUCH GLASS. directly to the unit through a 4"diameter pipe. -This appliance is designed to bum natural wood only.Higher efficiencieso,GRED QrRrt,r,.tm mei and lower emissions generally,result when burning air dried seasoned hardwoods,as compared to soffrnroods onto green or freshly cut P—Mq� ,SO c ' hardwoods. "r'"''�' '� Intertek � � eoDl=zoos -Do not start a fire with chemicals or fluids such as gasoline,engine oil, - etc. A'f�' YSfTsrs7gal ?eIOxr'iC�t € -Do not burn treated wood,coal,'charcoal,colored paper,cardboard, solvents or garbage. P f; <EI; #i .`i €< U , 113i -Do not let the appliance become hat enough for any part to glow red. � € 4:�3IIg�!:: -KEEP THE STOVE TOP TEMPERATURE BELOW 700-F(371-C).Attem is to ° " sF $j$:1 1:$E} '' g� #1' i= Z,S7 - ., §ii I E,x�i•�L.3 E,s achieve heat output rates that exceed design specifications can result in 4 r° :Flu- x. A X;N A 1 „" -9 3,i � ' steel distortion and damage. -_ Wolf Steel Ltd., 24 Napoleon Rd., Barrie, ON, L4M OG8 Canada 103 MillerDrive, Crittenden, Kentucky, A 41030 Phone I Fax (705)722-6031 _•• e -• . - • ask@napoleonproducts.com `i' $10.00 1.27A W415-0762!C 10.2711 F � I 9 3.0 PRE-INSTALLATION PREPARATION 3.1 APPLIANCE PLACEMENT Have an authorized dealer install the appliance. If you install the appliance yourself, have your dealer review your installation plans and/or installation. Draw out a detailed plan of the installation including dimensions and verify the dimensions with the require- ments listed in this manual. You may wish to adjust the appliance position slightly to ensure the vent does not intersect with a framing member.Appliance must be positioned so that no combustibles are within, or can swing within (e.g. drapes, doors),48"of the front of the appliance. 67.1A 3.2 CLEARANCE TO COMBUSTIBLES DO NOT INSTALL INTO ANY-AREA HAVING A HEIGHT LESS THAN 7 FEET(CEILING OF ENCLOSURE f TO APPLIANCE BOTTOM, EXCLUDING HEARTH HEIGHT). BACK WALL BACK WALL D C _j &OE 'i JJ A Q W F LU B U) CO) 1100PL/1100C 1400PL/1400C 1100PL/1100C 1400PL/1400C ;r. SIDEWALL(A) 12" 12" 10" 10" SIDEWALL TO FLUE(B) 213/4" 213/4" 19 3/4" 19 3/4" #, t BACKWALL(C) 10" 12" 6" 6" BACKWALL TO FLUE(D) 13 1/2" 161/2" 9 1/2" 101/2" CORNER(E) 6" 6" 2" 4" CEILING (F) 84" 84" 84" 184" Clearances can be reduced with shielding acceptable to local authorities. Reduced installation must comply with NFPA 211 or CAN/CSA-13365. At 3.3 ALCOVE INSTALLATION 1100 series only may be installed using a listed double wall connector, a, such as Security DL6 in Canada,the Simpson Duravent Plus DVL in 9" 6" `` f the USA or an equivalent double wall connector, into an alcove having 14" a�oAOT a depth of no more than 4 feet and a height of at least 7 feet. The minimum clearances are as shown. 23" ALCOVE f' I DD ^„ JUN 1 6 2016 BUILDING DEPT. r TOWN OF SOUTHOLD # - r-, , W415-0762lCH02711 � ,r,"Fl. 10 A -- -3.4 FLOOR PROTECTION EMBER PROTECTOR: ( This appliance must be installed on a non-combustible protector that extends to the front,sides and back of the appliance as per the minimum requirements below. I NOTE: Ember protection is required for spark and ash shielding, not for limiting floor temperatures ' from the radiant heat of the appliance.The appliance was designed and safety tested so that without any protection,the floor will not overheat. it K FRONT DB. f'{ J '0 J CANADA -18" USA 16° 8" 8" 2", 1 99.7A i 3.5 OUTSIDE AIR �; fix. ,�i ."P •',j r' � 3G, ' .� IF ROOM AIR STARVATION OCCURS BECAUSE THE FRESH AIR INTAKE IS BLOCKED WITH ICE, LEAVES, ETC.,OR BECAUSE THE APPLIANCE DOOR WAS LEFT OPEN,OR DUE TO A STRONG EXHAUST FAN OPERATING ETC., DANGEROUS FUMES AND SMOKE FROM THE OPERATING APPLI- ANCE COULD BE DRAWN INTO THE ROOM. The following are signs that a outside air kit may be.required: When there is combustion present:Wood bums poorly, smoke spills, back-draft takes place and your chimney does not draw steadily. r In the winter there is too much condensation on the windows. f ` Opening a window seems to alleviate the above symptoms. A ventilation system is installed in the house. • Other devices are present that exhaust house air. The house has tight fitting windows and/or is equipped with a 511well-sealed vapour barrier. i A. Connection from the appliance's air intake to the outside is mandatory in mobile homes only,either through a hole in the wall or through the hole in the floor to line up with the knock out in the leg model or the hole in the pedestal base. B. Use a fresh air kit.Secure the aluminum liner by flaring the end " once it is inserted through the hole in the base of the le gg or pedestal model. If the air intake is through the floor,the�hole in the pedestal back must'be covered with sheet metal to avoid cold air spillage into the room.A cover plate is available from your Wolf Steel Ltd. dealer.Avoid cutting away floor joists,wall studs, electrical wires or plumbing. Seal around the outside pipe with insulation to prevent drafts. C. Attach the rear knockout plate(located inside the ash pan for shipping purposes). T, s' "d W415-0762/C 11027.11 "AINDY POINT RD." LOT COVERAGE TABLE REV151ON5 (50' PRIVATE ROAD) SITIE u"ATA 13fe,/l 3 SANDY SITE AREA TOTAL: 15,550 sf AREA '5/14 SCTM # 1000-87-04-04 X C_A VP:5 f3 C T EXISTING WATER METERS FOR SANITARY SYSTFM 51TE AREA UPLAND FROM PROPERTY: 717 Private Road #12 7/18/14 Ily KFAINII DRPAPTTA`E''T TIDAL WETLAND BOUNDARY: ci,500 of ADDRESS Southold, NY 11971 flz OWNER: Peter Boger PROPOSED PUBLIC WATER SERVICE LINE _b _t I.- PROPOSED LANDSCAPED 244 Rockville Center P" W T`7 T 01F I i 1:NH n�V C S Q SUFF0U(C0U11117yD::?A­- ir." Oceanside NY 11572 BUFFER AREA: 2,240 sf 737,A PEI EXISTING SHED TO BE RAISED TO SITE: 13,580 SQ. FT. 0.311 ACRES MEET NEW GRADE ZONING: R -40 LINE OF '75 FT SETBACK FROM STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE FILL: 328 cy -796 HOUSE: C125 Sf 1.1 524 sf 5.61%, TIDAL WETLANDS BOUNDRY DA TTZ REQUIRED h- ' =:ma=r' SHED: 101 Sf 1.0690 101 of 1.0690/ APPPWW�e, PROPOSED CONTOURS SURVEYOR: Peconic Surveyors, PC PORCH: 0 0 "7.2 Sf 016%' Fort 1" ?,y1m.U-m 07T 1230 Traveler Street 4 EXISTING CONTOURS 6 Southold , NY 11971 DECKS: 55 sf 0.5590 0 0 EXPIREISTHPEE YEARS FROM; DA7 E OF A?7 6 LICENSE # 49618 PERMANENT STORM NA17ER RUNOFF AALKAA"(: 0 0 102 5f 1.0"796 DATED July 25 2012 RELOCATED DRIVEWAY H TOTAL: lOb4 sf 11.4196 1011cl 5f 11.5696 Uj CONTROL MEASURE (DA): NEYq ........ NOTE: PROPERTY IS LOCATED ENTIRELY IN FLOOD UNDER6ROUND DRYAELL5 SIZED FOR ZONE AE 6 FROM FEMA MAP # 36103C0 66H. Ab.,in ' ry 0 n r,I C EXISTING DRIVEAAY TO BE OVER - CP. ___, I . A 2" RAINFALL (VA) (5 FT DIA x 2 FT "SITE AREA UPLAND FROM TIDAL WETLANDS BOUNDARY ELEVATIONS AND CONTOUR LINES ARE REFERENCED tl IA;. 0. HT) FOR RAINIAIATER RUNOFF FROM (NY5DEC, ADJACENT AREA AND TOWN OF SOUTHOLD compictei. for,-n VIV,, rl�proop L I M I T OF PROP05ED • 0 TO NAVD.'88 0. GUTTERS AT THE BUILDING STRUCTURE BUILDABLE LAND)11 LANDSCAPED BUFFER - L. X WETLAND FLAG; TIDAL WETLANDS DELINEATED TEST HOLE EL +2.5' BY EN CONSULTANTS, 5/25/12. O EXISTIN& OVERHEAD AIRES TEMPORARY STORM WATER RUNOFF CONTROL "A ............ --------------------------- DRAINAGE CALCULATION MAP MEASURE: PROPOSED HAY BALES 4 SILT FENCE s ......... NEW HOUSE WILL BE RAISED +1.5 FTLOCA h 101M AREA OF NEW ROOF DW DURING CONSTRUCTION (SEE DETAIL) DR( WELL AREA x RAINFALL x RUNOFF FACTOR ABOVE THE EX15TINC-7 GRADE (DYq A) AN%& .............. 824 OF x (2/12 FT) x 1.0 155 CU. FT. USE. (2) VDIAMETER x 2' 1416H POOL PROPOSED RELOCATED EX15TIN(5 NEIGHBORING -7 161 CU. FT. ........ (2) 8' X 2' STORM DRAIN RINC RETAINING WALL PROVIDE REGUIRED 10 FT RIGHT OF WAY All, 1601 CU. FT. > 15b CU. FT. "t 1?d .... .. . ..... ............. -XISTIN6 OF FOOTPRINT OF c125 5F r 1Zro ....... LINE 40 ............... ........... ............ ............... .......--- ............. .................. ............................... 2 STORY HOUSE TO BE REMOVED ........... .......... ............................ At O .........=,_ .............. .... ................... N IMB . ........... ..................................... r-+-_-�........ . .. ........ ............ ..... .. J -7 UTILITY POLE :2 1/2 THK LIN EX15TINC E BLUESTONE 57SIT ............... ............ .............-..................... --- GRADE COPING PROPOSED NEW SEPTIC SYSTEM EXISTING FOR A 5 BEDROOM RESIDENCE O\V/E . .. ............ 2 \V/E ANG NEIGHBORING ...... ....- GRAVE (1) 1:200 &AL SEPTIC TANK (ST) 0 )ICA TONE 0 DRAIN 4 0 NE NEER 10 FT DIA x �2:FT Lr,> a., MORTAI;ED TO 0. REAININGEWALLNG(5) 8' DIA x 2' HI&H LEACHIN& CONCIRIRE RETAIN147 WALL k POOL (LP) YV 2 #4 a 1211 HORIZ. \7b PERT #4 a 1211 FUTURE LOCATION FOR (2) 8' EXISTINC-7STONE RIPRAP 0-) L VIA x 2' +6 77 HI&H LEACHIN& POOL (EXP) BY MARK McDONALD PROvIDE MEP HOLESI TEST HOLE GEOSCIENCE ty�_" PVC, BELOW + GRADE SOUTHOLD, Ca Z J \ GRADE ON FINISHEDSIDE AT 4'0" 00 WITH NEW YORK 11971 - LOCATION OF EXISTING rn 7 6" THICK 6RAVEL AND TEST HOLE DATA 10/4/12) ELEV+2.8- . L SANITARY SYSTEM TO FABRIC FILTER ALONG BACK SIDE OF WALL A _F-T r%A -BE REMOVEDIn P A ,1111 LIQUID APPLIED WATERPROOFING WOOS V V NATERPROOF CONC. 1.8 FT. BROWN CLAYEY SAND SC Uj _j LL op- 4 wZ RETAINING WALL, APPROX. XX MEAN HlC_7H WATER MARK & A , 'd ." � < bC1 5 FT HI&H ABOVE &RAVE REINFORCED LU 4 GONG FOOTING 4 EXISTING a .,. 9.0 FT. WATER IN BROWN CLAYEY SAND SC ui RELOCATEb IVEVqA \V K/ #4 a 1211 O.C. C V om AND 5#4 CONT. LU • C.4 0 _ `; = LINE OF -15 FT SETBACK FR' �� ,,,,,• - _ .. _'`j` w1 4 .2 20 FT 1 . - 11 WATER IN BROWN SILTY SAND SM TIDAL WETLANDS BOUNDARY P_ I.. N AREA OF FILL, APPROXIMATELY 525 CY, 2 WATER IN BROWN FINE SAND SP U) U) • M RETAINING WALL D ETAIL "k CLEAN SAND FILL SHALL BE TRUCKED IN COMMENTS: WATER ENCOUNTERED NM FROM AN APPROVED UPLAND SOURCE TO 1.8' BELOW SURFACE, ELEV+1.01 SAND 5 RAISE PROPOSED SANITARY SYSTEM WATERPROOF CONO. RETAININ& INALL, \S OF PROPOSED LANDSCAPED BUFFER* VN (APPROX. 1,500 5F) APPROX. 3 FT HIGH ABOVE GRADE p,s c. sq�rop V PROPOSED CONTOURS NOTE re: LANDSCAPED BUFFER V The, areas to be established as landscaped buffers shall be :M tz Cn EDGE OF MARSH HIRE FENCE K/ C= - LIMIT OF PROPOSED LANDSCAPED BUFFER* FILTER CLOTH C-8 ww� V_ V planted with native vegetation and maintained pursuant to the 0 < i9 350-A PROPOSED LANDSCAPED BUFFER* definition of "landscaped buffer" set forth in Section 265-5 of CD =3:: BOUND HAYBALE AR c5t an V _V (APPROX. 4c10 517) the Southold Town Code, i.e., "A land area of a certain length C�w V U.C.> d width which Is planted withindigenous, drought-tolerant I.L.- PROPOSED 20 ft. WIDE NON-TURF BUFFER U_ PROJECT NO: M U- V V V UN-VEGETATED CLEAN vegetation similar to that found within the Immediate proximity of FILTER CLOTH MIN FLON co 0 to rri TO CONSIST OF UN-VEC the parcel. Vegetation shall be installed In sufficient densities 6" BELOW GRADE 1209 ':�, �L SAND. (APPROX. 500 5F) DRAWN BY: UA � V_ to achieve c15% ground cover within two years of Installation. UT 0 V V V_ TIDAL WETLANDS BOUNDARY Survival of planted vegetation shall be cIO% for a period of V V DELINEATED BY EN-CONSULTANTS 5/:25/1:2 three years. Maintenance activities vilthin the buffer are limited METAL HIRE FENCE N CHECKED BY: TS SL- TV-M/N . V (FROM SURVEY BY PECONIO SURVEYORS, to removing vegetation v4hich is hazardous to life and propert,�, __ FILTERCLOTH AND META DATE:COREY V PC DATED 1/25/12) trimming tree limbs up to a height of 15 feet to maintain 011 00 POSTS IO' MAX 5PACINC7 June 13, 2013 V_ V • vlev4sheds, replanting of vegetation, and establishing a Gfour-foot-wide access path constructed of pervious material SCALE: R E E<_ _V_ for access to the water body." Igo 109-019 tt BUILDING WALL FF EL 8.0 FT , TITLE: 00 AN&LE STAKE INTO V _V_ V GRADE LINE ELEVATION 6.6 FT. 10 101 01 op t PREVIOUS BALE V V LINE ELEVATION ±6.55 FT. SLOPE 5% FLOA V_ V 11 MIN. 2' MAX. op 6.25 -0 2- REBARSTEEL PICKETS FT . . tt�tOR 2" X 2" STAKES 1-1/2" GRADE EL: 515 FT2" IN GROUND DRIVE SITE PLAN V VFLUSH N1 TOP OF BALES BOUND HAYBALE5 (ABUT TO TOP OF POOL CONO RETAININ6 NALL 5.25 FT. YV WATERPROOFING ADJOININ6 BALE TIGHTLY) SEPTIC HALEBALE TO BE EMBEDDED INTO LEACHIN& 10, V SOIL MINIMUM OF 4" AND BINDINGS SCALE: 1 10'-01vF` / 1E. +5.6' TANK IE. +5.0' POOL + EXIST. 6RADE 2A'BOT OF POOL PLACED HORIZONTALLY SHEET NO: C-7 Ir-9\ 5.25 FT. WRAP SILT FENCE UNDER HAYBALE 1 V_ V IE. +55 IE. +4A2' V GROUND WATER AND DRIVE STAKE THROUGH. JJ* V ELEV 1.0 FT HAYBALE DETAILS MEAN HIGH WATER MARK V V MEAN HIGH 4 .0 WATER MARK SEPTIC PROFILE- N.T.S.) FL EDrvr= OF MARSH V V V (N.T.S.) AGENCY APPROVALS 4' PROVIDE HAY BALES � SILT LOT COVERAGE TABLE A A 4il'o�s�R�NGH 51 TE AREA TOTAL PEA GRAVEL FENCE TO CORNER PROPERTY 13,580 sf S I E DRAINS m EXISTING WATER METERS SCTM # 1000-87-04-04 PROPOSED PUBL I G WATER SERVICE LINE = S 1 TE AREA UPLAND FROM PROPERTY: 717 Private Road #12 NON-WOVEN FOR NEIGHBORING RESIDENCE A ,r, PROVIDE WIRE FENCE 4 FILTER TIDAL WETLAND BOUNDARY: cf,500 sf ADDRESS Southold, NY 11971 CLOTH ALONG ENTIRE PROPERTY OWNER: Peter Boger CEO-TEXTILE FILTER .w PROPOSED PUBLIC WATER SERVICE ,, LINE BEHIND RETAINING WALL PROPOSED LANDSCAPED 244 Rockville Center Pkwy ' FABRIC `; Oceanside NY 11572 LINE. INSTALL PER SGWA SPECS. O ".� ��•: :'�,-�•� 4 INSULATE AS REG'D IN GRAWL5PACE _ BUFFER AREA: 2,240 sf ' � � EXISTING SHED TO BE RAISED TO SITE: 13,580 SQ. FT. = 0.311 ACRES I 6 MIN. DIAMETER e MEET NEW GRADE ZONING: R - 40 STONE LINE OF 75 FT SETBACK FROM STRUCTURES EX I STING PERCENTAGE PROPOSED PERCENTAGE TIDAL WETLANDS BOUNDRY PERMANENT STORM WATER RUNOFF HOUSE: °128 sf q.�1% 824 sf 8.6�% REQUIRED 328 cy E REAS WHERE r,.,,.;° Uj CONTROL MEASURE: 236 5F, 21.5 FT SHED: 101 sf 1.06% 101 sf ° THREE A 1.06/ ` <_ AA I PROPOSED CONTOURS `': rj :` :" `` FRENCH DRAIN y. LONG x I I FT. WIDE x 2 FT. DEEP PORCH: O o SURVEYOR: Peconic Surveyors, PC :;: 0 72 sf 0.76/ II 1230 Traveler r I I 4 FRENCH DRAIN (SIZED FORA 2 Street S CLAYEY ;, .:::,r.,:,.... ( 'o PE NETRATE L DECKS: 55 sf O a I EXISTING CONTOURS - .:-- ;.:� "�.:::;�:,::...:r,�>� _ o ;: F.- RAINFAL FOR RAINWATER RUNOFF d , N .: O O Southold , Y 1197 � SAND. SEE PLAN FOR <; ''".:: '; L) 0 49618 - - LICENSE # Z �:� :: :.:" ,:. ..:;....,;:.�;:::,..:. - - - WALKWAY• O .;� �:, '..1�'�. ' .. O 102 sf 1.0-1/o I ® I LOCATIONS RELOCATED DRIVEWAY - „ °` '� :_,_ FROM GUTTERS AT THE BUILDING DATED July 25 2012 �,' - TOTAL: 1054 sf 11.41% 0 :°; :';\-':;: w_. _ _ I °i°i sf 11.56% L----- s l E _�� II 11 p - - S RUGTURE. SEE DETAI 2 T L r.. T /f,, .,..:� -, , <<> » >I NOTE: PROPERTY IS LOCATED ENTIRELY IN FLOOD �I FREN�CH�DRAIN �"B ,t,;. •; `;::-.: :: ; '` _ . ; 6 DIAMETER PYG DRAINAGE PIPB II ZONE AE 6 FROM FEMA MAP # 36103C0166H. O 3 ' : ::`� SITE AREA UPLAND FROM TIDAL WETLANDS BOUNDARY EXISTING DRIVEWAY TO BE REMOVED ' N.T.S. -A PERFORATED IN FRENCH DRAIN = ( ) ww _ :: \= O ELEVATIONS AND CONTOUR LINES ARE REFERENCED NY5DEG ADJA001% I- ;,- ( GENT AREA AND TOWN OF SOUTHOLD s.:. F:,,. K.- AREA TIED TO DOWNSPOUTS FROM ?;: O TO NAVD. 88 LIMIT OF PROPOSED - .>: :, p BUILDABLE LAND � �.��Y� ;�:::,:r ,�• y1 Y - ROOF GUTTERS ) ivrr`a O LANDSCAPED BUFFER _ - - - WETLAND�`- 1C ELAND FLAG• TIDAL WETLANDS to>.: L ELANDS DELINEATED ''.1.r. y r'S" r:,•Yf =)r. 4.�1::• Cay _ ,/��j�r_ - / s +:2.5' 1 l BY EN CONSULTANTS, 5/25/12. •.�� - TEST HOLE E 2 8 C4,L L DRAINAGE CALCULATIONS AL LATI - U ONS .r: WATER RUNOFF CONTROL TEMPORARY STORML O k. r- •wt. i , .. ROOF Al' "'A rm% ::r:::>>:><> MEASURE: PROPOSED HAY BALES SILT FENCE EXISTING OVERHEAD WIRES ND _. ., :. w.......t....., ..... ..,r.,... .. . ... ;l:l.... . ,;,.,t :r,.: .. ",w......_,.........,...,. ..::::.: ::::::::::::::::.:...::::::::.,:::.:::::::::.:::.:.-::.::. FRENCH DRAIN AREA x RAINFALLx R r., ....isra:>ssss:ci:r>: RUNOFF FACTO CONSTRUCTION SEE DETAI � n."•',:"�._..:.::-•..:'r ,::�::--• DURING TR L +..`� ,^. , 4 :. . . . :: :.::::::::.:::,:: :::.:::: :::::::. FD-A 824 Sr-.............................................................. .............................................................. x 2 12 FT. x I O 138 G .h! .J-_._.�..: 1. :,t a .•, , Y:,.• .........,, • 1....,.. :.h"•>:.. .....1............a_... � < ...... .., ..�.. ,: .,�. ...... ......:::.... ... ,:........... USE: 232 HIGH x a� ...........................::................. 6 Sr5F 309b 141 GU.FT. • � EXISTING NEIGHBORING n a r 14 . :iiiii�:5::::l:i::i!�"��.i:�dii!i::i::diiAii::: • O ::....r.......:,.....,.': . ....."0 .; ROTI DED REQUIRED F Li r._� ...., � ..., . . _.. ..................... -.:.::....::::.::::::::.::::::.-::.::�:;.:.::;:..::...,.... RETAINING WA Q 4 4 :.,,.: 141 GU. FT. > 138 GU. FT. F / -� ... r„.. 5 ............................. v ♦ :_...:.. ... r.... t 1. '':''�� - Gx4FT. WIDEx2FT. _ T. ON . ...tv:. O F L r.y : ,. // .t. ...,.........`,.....5 v.• / ',� .,:.:.,N,,r• ..............1 , ...:•..,.,.4.....' ,,,,�jy ...,....<r..•.. S.• ...::!iii::iiiih::!!!IG!!: r!!i::::.-:::::...:::.r::::...r: :.,::,.....:<..w,... ;A.k.. :... .;.,. ,. xzn� LU DRIVEWAY = DRAIN N w 3 PEA O ..:.,. •�:�.:r ,,�.r .., � , ., ii::ii:ii:;:<::>:>.>:<:; , ::; • ; ':.;: ,..: .::.:: :, DEEP FRENCH D / , / / �.. < •� o mmir o F- - R / / _:.....,,.•;,,...:. ...... ... . , ,..<.. _ ;,.v... ::::.:.::..::::::.:...... x'2/12 FT.) x 0.1 22'15 GU. FT. ti ....,,... . ;:,.,:, ...... \ .... . .... .......... ) F x o Q GRAVEL ON NON WOVEN � � _ .�. . . ....,,..-,,'..'.. ;,_......,.. . ,, .. .• ,:.'. ...., . LINE OF FOOTPRINT OF q28 SF _,. _ .,............. .,...r.,. ., .. a ....... ....... w USE. - - - .. .. .. ::.::::.::.:::.::::::::::::::.:::::..:::::..:.::..::::..:::.::::.::.:..:. ..:. ,..:::...;.:....:....:.:..:.... II Ali � / ,„...,., , ,..,.',...:..., ,..,.....,,,.:����,.. �,,,--� ;�:[ O x4 x2 880 GU. FT. x 304b 264 GU. FT. / / :_....,.:........ .....rL. ., ::.,., . , .....,:::.............::.:...:.....1''�'{A. ONRY_ ...................................... O TEXTI E FILTER FABRIC ON 6 �o . ..:...:..,..•.•.._._�......,�...Y... .......:...... r..,.<.'r>:: ... .r.... .. EXISTING 2 STORY HOUSE TO E o GE L L / , / / / - - ;:•:.:•.. : >..............-.',a.a t .•,',...:a::•,::� B PR REQUIRED a v ......:....:.::.:...:..::.:.::..................... . PROVIDED ( U!ND.AT.1.Q::.... o ..................................................................................................................................... .................................... 64 GU. FT. 221.5 GU. FT. MIN. SIZE STONE. SEE DETAIL 3 / , �.•....... .,:.,r,. . ,,.,:......u,r..... REMOVED � o _... i� m uj / .r , .. .. ,..,. : ........................ ..........r:.:..:::.: ...:.:...............�::....::::.... pl :. EXISTING UTILITY POE " / / J "••,^.1. :. .n.rv... .....:..n>•:-.. ...„ - ..� L L .................... . .. NOTE re: ....:� .. / - LANDSCAPED BUFFER .C' re \e o "C re / � k Y. SITE +yam \\:,\ V''lJ...•,Mv / / . 4 ......,,...w.. µ .. ..::.: ... /NAL .. / - ......5.,.r..,... Y.,.' .' .,'x...a. , .: : .,.,: ::::::::::::: . PROPOSED CONTOURS The areas to be established as / / `I' . .:::::: . ............................................... ........ ....................... landscaped d buffers shall a fi b planted with IST GUj %j � \ EX IN �_ P p AND, TEi� 6 PROPOSED NEW 5E PTIG SYSTEM p \" / / native vegetation'� - � ~ etation and maintained m in ainedpursuant / <' E I GHBORI NG / \ FOR 3 BEDROOM M RE51 DENGE :r:< O u i \ \ I / - a7 z�� to the definition f Cor ee / nition of landsc a ed buffer" / /i f r se I� BULKHEAD ,. / I 1200 GA SEPTIC L I TANK ST 6 o S -o forth in Se - Section .z68 3 of the Southold Town 10 FT DIA x 2 FT LD �;, \\\•'�' \:� /' � - _ I I Code, i.e., Aland area of a certain len th '� '� � >>• �' '/ \ (5) 8 DIA x 2 HIGH LEACHING g / i planted with indigenous, POOL (LP) and width which s p �<\ . , - ST S drought-tolerant similar to that Littlel'econic�ay EXISTING STONE RIPRAP / / �; 7- - _ h \ _ g lerant vegetation sim \ \. z // // ° : FUTURE LOCATION FOR (5) 8 D I A ( _ �/ '/ ,,,, ,�� - J i L d found within the immediate proximity of the 0" r*t / / /' - - ', _' +� / x 2 HIGH LEACHING POOL (EXP) p y BY MARK McDONALD v► / '/% '% /' parcel. Vegetation shall be installed le //// / // \_ . - ., d in TEST HOLE GEOSCIENCE N ; ONE OF THREE LOCATIONS OF �' z %/ 4%��'9 - F ` P -RTM �� i �1 LOCATION OF EXISTING densities to achieve �5% ground NEW YORK - sufficient Z • o ,.N<.. NEW YORK 11971 0 r; :::. :. :' a ,:., L cover withi Fri '/ ' ' 7- ENTI L n two years of installation. TEST HOLE DATA 10/4/12 ELEV 2.8' "' `° DEEP x 4 D I AMETER FRENCH / ` ;:r,.. EXP SANITARY SYSTEM TO + cn Q . T 4 \fir w,.: 4 D o \ BE REMOVED Survival of planted vegetation shall be ci0% DRAIN TO BELOW CLAYEY SAND / :, Mi_ ,.._ =R .^ for a period of three ears. MaintencAnce 1.0 FT. DARK BROWN LOAM OL J Y SEE DETAIL 3 // ,� _ ry i 1 y Q 6 WATERPROOF GONG. activities within the buffer are limited to moo /, � � RETAINING WALL APPROX. � _ 1 ' i� �.~ - ;;'�;;":r'~ i�O removing vegetation which is hazardous to 1.8 FT. BROWN CLAYEY SAND SC " W _j •W �^,` 3 FT HIGH ABOVE GRADE life andproperty, trimmin tree limbs u to z W LL MEAN HIGH WATER MARK � ��_ �, ,yf;'J 0 EXISTING CONTOURS a height of 15 feet to maintain viewsheds, W • �, ui g 9.0 FT. WATER IN BROWN CLAYEY SAND SC N RELOGAT-E IVEWAY' - ` :„- � -�\'D OWN replanting tabli-nhin a a"' �' y of vegetation and es g N _AM =1> L I NE OF '75 FT SETBACK FROM W r4` TIDAL WETLANDS BOUNDARY wide access path constructed of 20 FT. WATER IN BROWN SILTY SAND SM = �; four-foot- J ... NIR FENCE ' ,/ /' \ �; , ? - E + pervious material for access o a . -_ "' �:,;':.;w.:•. O w/SILT FENCE ALONG ENTIRE LENGHT OF GONG WALLt the water = M Ci 0 REY / / - :. '=``.; -, body." 0 AREA OF FILL, APPROXIMATELY 328 GY, 28 FT. WATER IN BROWN FINE SAND SP (A cn . GLEAN SAND FILL SHALL BE TRUCKED .. S IN FROM COMMENTS: WATER ENCOUNTERED AN APPROVED UPLAND SOURCE TO RAISE 1.8' BELOW SURFACE ELEV +1.0' V_ --- '�" :�" 3 PROPOSED SANITARY SYSTEM \/ SAND \ --- �-` ^, "'`;'y'' DRAINAGE INSPECTIONS ARE REQUIRED .a.`�Y< 30' MIN N 5-1560 before D BUFFERS / \ , rt •:. kJ`4`. WATERPROOF GONG. RETAINING WALL, Contact TOS Engineering at 76 PROPOSED LANDSCAPE \ - may. (APPROX. 1,300 5F) �- � //, __ �; APPROX. 3 FT HIGH ABOVE GRADE / _ I II Backfill,OR Provide Engineer's Certification / �/ _ that the drainage has been installed to Code. / CONSTRUCTION ENTRANCE. SEE DETAIL STABILIZED CONSTRUCTION ENTRANCE NOTES: > sT,Ne EXIST(N6 EROSION&SEDIMENT CONTROLS V ' /'�/ / ' PAvrtr Shall include but not be limited to: EDGEOF MARSH //\/ / 1. Stone size-use 2 inch stone,or reclaimed or recycled / /�i LIMIT OF PROPOSED LANDSCAPED BUFFER* concrete equivalent. `}� A well maintained Construction Entrance, �}� M! / / / \ j / 2. Length-not less than 50 feet(except on a single residence lot where 30 rw Wire Backed Silt Fencing, stabilization & �Jf tv PROPOSED LAND50APED BUFFER* foot minimum length would apply). ROM FIL ER rrouliT,�eLe>s�+ Seeding of exposed and or inactive soilsv"Po i 5 � C�e� / � \ /,/ (APPROX. 4a0 SF) 3. Thickness-not less than six(6)Inches. 2'STONE OR CAjOTH (�o�t.J / / /// PROM -N- 71PPROVAL OF STO WATER MARIiAG MENS (� \ \/ y ////' // \� 4. Width-twelve(12)foot minimum,but not less than the full width at points R6GYGLED own Code pte 236 WIRE FENCE W/ I-D / / PROPOSED NEW LOCATION FOR WATER CONTRO PLAN - / TVP 50 I L - \ // % / where Ingress or egress occurs.Twenty-four(24)foot If single entrance to I /Z ! FILTER CLOTH PROJECT NO: i / / / ' LINE TO NE 1 GHBOR'5 RF-51 PENCE site. 30 MIN Date: 1209 5. Geotextile-will be placed over the entire area prior to placing of stone. A rov �y: PP �BOUND HAYBALE X. � / j 6. Surface water-all surface water flowing or diverted toward construction FILTER DRAWN BY: W C entrances shall be piped beneath the entrance.If piping Is Impractical,a - CLOTH j _ - -2 / PROPOSED 20 ft. WIDE NON-TURF BUFFER / mountable berm with 5:1 slopes will be permitted. .: „ ' NON WOVEN o O p P ,.:• O MIN. b" I UT z / TO CONSIST OF UN-VEGETATED GLEAN BELow kY '� 1 / , 7. Maintenance-the entrance shall be maintained In a condition which will :.•:- a' CEO-TEXTILE / / / _'i FLOW CHECKED BY: �j _• „�_�,_� Y� � � \/ / , / prevent tracking or flowing of sediment onto public rights-of-way, all i.. r GRADE SAND. (APPROX. 500 SF) sediment spilled,dropped,washed or tracked onto public rights-of-way :°..r'':":�,: ;;� :,.•• Y ` �,}',,•+r ,.�, „ �' FILTER FABRIC / , w.� Y S must be removed Immediately. .:,.:.•;':`";`i' �• / � f EXIBTIN6 .`.r••ti�'•>:•� ?•:�`.' ,.> .^^!':•�• � v MAROIH / / 8. When washing is required,it shall be done on an area stabilized with �,'P '! _ „ „ „ / \/ /' / o TIDAL WETLANDS BOUNDARY stone and which drains Into an approved sediment trapping device. •r •.; -`'" "" i�„ „ DATE: 6 MIN. DIAMETER \ \� \ �/ / �/ �/ DELINEATED BY EN-CONSULTANTS 5/25/12 9. Periodic inspection and needed maintenance shall be provided after each �� :., �\ 2/16/15 STONE �/ y / rain. 12'MIN.OR MATCH - UI \ /\ \ / (FROM SURVEY BY PECONIC SURVEYORS, :._„ SCALE: - ADJACENT ROAD WIDTH rf METAL WIRE FENCE W/ 11 11 \ PG DATED 7/25/12) L'Le�L4 / _' ,,,,...-__FILTER CLOTH AND METAL 1" = 10' 0" FRENCH D RAIN A " / �p P05T5 10' MAX SPACING 2 - 2 STABILIZED CONSTRUCTION ENTRA CE MIN• Pi,� is SHEET TITLE: / L m �c BUILDING WALL FF EL 8.,0 FT_V V � 01 GRADE LINE ELEVATION (oh FT. IOC ' � �.�� 'µ ms 01 V_ ,,. ANGLE STAKE INTO GRADE LINE ELEVATION ±6.85 FT. SLOPE 5� PREVIOUS BALE SITE PLAN I' MIN. 2' MAX. 6.25lop �\� .. t� O _ LOW___ '9. ,� FT GRADE EL: 5.15 FT. °' ' t` '� 2" REBAR,STEEL PICKETS t OR 2" X 2" STAKES 1-1/2" /O� Cj \/ / M I/4'/FT I/8"/FT. TOP OF POOL = GONG RETAINING WALL u - 2" IN GROUND DRIVE k , FLUSH W/ TOP OF BALES ��, N SEPTA 5.25 FT. W/ WATERPROOFING _- y x" ' - BOUND HAYBALE5 (ABUT TO SHEET NO: Gj LEACH I NG `` ADJOINING BALE TIGHTLY FI "LAH- 1 ,. SCALE: 1" - 10'-011 �� TANS POOL EXIST. GRADE 2.a' . �' •,sem` IE. +5.6 IE. +5.0 BOT OF POOL _ \HALEBALE TO BE EMBEDDED INTO Z Z 5.25 FT. ,� 501L MINIMUM OF 4" AND BINDINGS PLACED HORIZONTALLY MEAN HIGH WATER MARK - / IE. +5.5 IE. +4.a2 WRAP SILT FENCE UNDER HAYBALE MEAN HIGH GROUND WATER AND DRIVE STAKE THROUGH. WATER MARK 5, 8, ELEV I.O FT SEPTIC PROFILE HAYBALE DETAILS EDGE OF MARSH , (N.T.S.) �' (N.T.S.) V BIDDING & PERMIT SET REVISIONS 6/(2/15 FLOW THRU VENTS Tr_ MASONRY CHIMNEY w/BRICK FACING. PROVIDE SOLDIER COURSE AT FIRST <* FLOOR, ROOF AND TOP OF CHIMNEY -- 1x6 FASCIA BOARD, FLARED TO MATCH ROOF, w/Ixb FRIEZE BOARD ASPHALT SHINGLE ROOF ON 30# s BELOW OVER SHINGLES BLDG. PAPER ON 3/4" THK. PLYWD. DECKING ON RAFTERS ®I6" O.G. s - - RETURN 20" ROOF OVERHANG AT GABLE END, ENOUGH TO COVER TOP EDGE OF CHIMNEY. PROVIDE LEAD z FLASHING AT CHIMNEY PENETRATION - Af 1 11 d- I W ---------------- ------------------------------------------------------------ --------------- --------------------------- =� 2nd FLR L ---------- Ixb PVC FASCIA. PROVIDE V-GROOVE - - - --------------------------� --- ------------------'-PLATEATE _ Z PVC VENTED SOFFIT BELOW Q ® 3/4x4 FRIEZE IN PLACE OF UPPER GA51N6 U. _ TW2432 TW2432 TW2432 __ _ O 0 TW2642 TW2642 TW2642 CEDAR SHINGLE SIDING PER SPECS. TW28410 TW28410 TW2642 TW2642 TW2642 TW2642 w/6" +/- EXPOSED TO WEATHER. z PROVIDE WOVEN CORNERS CUSTOM PVC RAILING WWOOD HANDRAIIL .� AT WOOD DECK OVER MEMBRANE ROOFING INS 0 O 2nd FLOOR _____________ ------- -- - -- ---- ------------------------------------------------------------ ----------- -- - ---- n FLOOR ------------- _ I ® - - co GA5ED 4x4 TR. WD. P05T 4 BEAM AT' 0 TW2432 FLARE SHINGLES AT LOWER EDGE. AT ROOF COVERING OVER BACK DOOR z TW30410* STAIR HALL, PROVIDE ORNAMENTAL PVcG TW2642 TW2642 O BRACKETS PER SPECS. W _ WOOD DECK ON TR. WD. FRAMING AT r ' -- BACK DOOR DECK w r' W Ist FLOOR --- ------- --- - 1st FLOOR------------- - - -------- --------------------------------------------------------------- ------------ -------- ----------- _ ------------ - ------------------------ TT� (L i r I 1 I" THK. GONG. STUCCO AT EXPOSED I FOUNDATION SURFACES 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 rL--I-1--------------------------------------------------------------------------------------'—� I I I r-'------------------------------------ 1------------I s u ELEV"! ---1 --------'-- E A El w En L E V A T TIMBER PILING, GRADE BEAM AND I I I REINFORCED MASONRY FOUNDATION I I i A&A L— J -------- ---------- ------ -i ------- BEYOND r—r------------- Ti------------------L T Tr — r-- — nr— ---r—�— -- r—T-------- --i— L I SICALE: 1/4 - 1 +0 I I I I I ----------------- I I I - I I i I I I I I I — , I I I I � �—� I II I I I I I I I I I I I I I I I 1.C7 I I I I I I I I I I I I I I I II I I I I I I I 1 1 I I I I I I i i 1 I I I I I I I I I I i i i i i i i i i i I I I I -L!LLU it I I I I T- eaJ L.X k, )l l.cy l.xj 1.x7 Z I I I I I I I I I I I SZL` Jo G• p --- W J H Z 2 Z u. ASPHALT SHINGLE ROOF ON 30# ,-, _ = W• a N cL'� BLDG. PAPER ON 3/4" THK. PLYWD. uJ. N °x M DECKING ON RAFTERS 016" O.G. = F Q F-• v Ix(o FASCIA BOARD, FLARED TO MATCH ROOF, w/Ixb FRIEZE BOARD N cl). ® BELOW OVER SHINGLES - GLC. a MASTER BEDROOM z -------------------------- ---------------�- ------- ----------------------- -------- - 2nd PLR. PLATE Ixb PVC FASCIA. PROVIDE V-GROOVE -- PVC VENTED SOFFIT BELOW w g D A+ �oly,a `; `P TW26310 TW26310 TW26310 VINYL GLAWOOD WINDOWS PER 5PEGHW316115., TW30410* TW30410* TW30410* TW2642 TW2642 w/'/4x4" PVC CASINGS 4 2" THK. PVC SILLY; I TW2 410 TW2410 2nd FLOOR ____________________ CEDAR 5 G S DING PER SPECS. ---- --------------------------------- -------------------------------=-------- w/6" +/- EXPOSED TO WEATHER. -------------------------------- - ------------------ 2nd FLOORPROJECT NO: _ PROVIDE WOVEN CORNERS 1209 = DRAWN BY: TS - I CHECKED BY: ED FLOORIAT � TW30410* Tw30410* Tw30410* Tw30410* Tw2642 Tw2f42 TW2642 - DATE: 2/16/15 FLARE SHINGLES AT LOWER EDGE. AT STAIR HALL, PROVIDE ORNAMENTAL FVC BRACKETS PER 5PEG5. _ SCALE: 1=- 1/41v 1st FLOOR SHEET TITLE: ----------------- -------- ---------------------------------=------------------------ ----------------- 1 I" THK. GONG. STUCCO AT EXPOSED 1 I I ELEVATIONS FOUNDATION SURFACES I I READ STAIRS ON CUSTOM PVG DOORS TO STONE T I I STRUCTURE w/571,1000 FINI ��� CRAWLSPACE w/GALV. HARDWARE I I I I I I I I 16" x 16" FLOW THRU SMART VENT I SHEET NO: I I I I I r—L---------------------------------------------------------------------------J-1 iI I I I r-------------------------------- I ------------------------------------� Ila m 4T E LkEV T I TIMBER PILING, GRADE BEAM AND i - REINFORCED MASONRY FOUNDATION lkm �— ELEVATION ------------------- BEYOND �--- ------��------------ r—r----------- r—T-- T--r-- —�— — n r—T--------------r-T------ i r-- r—T-- L J I SICALE: 1/4" = 1' -0" I I I I I I I SICALE: 1/4 - 1 -0 I I I I I I I I I I I I I I I I I I I I I I PE � Ml`m Lpjf,,h rL%j I I I %woo I I 11 I I I I I I I I I Ij I I I I I I I I I I I I I I I I I I I I I I I I ex J I J r> J Cxi REV1510N5 6/(2/15 FLOW THRU VENTS 3-4/2'. 71_211 7'-loy2° a,_1�2� (A)>, ® I I GONG6 . PADS FOR SUPPORT OF (01-111 5'-�2" Ib'-�2" PROVIDE s/4 PLYWD. DEGKING IN 01 bxb TR. WD. POSTS ABOVE ATTIC, IN AREAS w/5REATER THAN 2' 1 _ I HEADROOM --------------------- ------------- I t�`lt TW2 32 TW2 32 TW2 32 TW2642 2642 TW2642 SV t I ------------- I I - ---- I I it I H R = _ (3)2x I 1. I I I I IIII I I I r' I � �------ p ------ � � I 8 THK. REINFORCED POURED (t) I 1 _-------' I I I I I, I f IK � � � I I 0 1 I I 0 GONG. FO DATION WALL -' - J• ------------- 1 0ABI ETRY B II II I APPL — I I r I w/DAMPP OFING 4 I GONG. >n I. 111 I I � 0 I I J I I 5TUGC0 ABOVE GRADE I Y N 1L-------- ® I I , „ = MASTE O$ WALK-IN O I OTHERS I rj LID c0 qV2" TJI/230 ®I6" O.G. 11� ------ I I p I 8�2 p BATH G OSET - I „ I rn I -8y2 X112 I I t N 4 1 r. I ° CLOSET UNIT O I I I I I ® " _ I Ir I I t � n I... I II- II IJ L____-- BY OTHERS I CEDAR SHINGLE EXTERIOR FINISH I I I Im p-- � r------� t _~ i i I I:. i I I I I x ON 30# BLDG PAPER ON 5/8" 2" lik. CONCRETE SLAB i ( �- 1 Island n I n 1 1 I t , I I III PLYWD. SHEATHING ON 2x6®I6 Ib"xlb" FLOW-THRU I I 1 1 I I tig- 1 1 I L., Lu ------ WOOD STUD FRAMING Z I 1 1 I. �� FLUSH ONE HEARTH VENT BELOW I I I (3) IIS/1i� VL GIRDER I I I _ I 1 1 1 i ..'i `_� i III t -- _ — �--fit_ -`----- � 1 _ � I I = t LINE OF WALL5%ABOVE I ' - t----- I --r 1 I + o+ I I II II _ I ____________________� I 1 _ � o WSx24 HDR ABOVE FIREBOX. SHOWN DOTTED i- 1 i i O _ __`_ - (2)117/al' LVL 2"x11"I PL. RIDS$II _ O SEE DETAIL (2)13/4'xll�/a" LVL I - - I LL J r I t I I PROVIDE INSULATED ENCLOSURE I I I 1 I `9 I I I I I I I I O t 1 I I I 1 I I I I I (5)2x4 POST � N ' I I I I I FOR WATER SERVICE WITHIN 36" I 1 . i I 1 I I I C7 OOM I I I „ O 1__-- ___L_ I I I I I I PULL DOWN I 4x4xY4 STL. COLUMN TO RIDGE _ CUSTOM CRAWL I I ---►- ON FINISHED GRADE AND TO r--- ----� r--� — I I I - - I I I ath r l cellin I t 1 I I I t I I t t HEATED SPACE ABOVE. VERIFY i t I * I p p I �_ ATTIC STAIR 9 I z I-'- O N ACCESS DOORS I I I O 1= r----- I I I I I I I I I I }, o I I 0014 bN PLYWD. FABRICATED OF I a I I I t I I I I DETAILS w/ARCHITECT I - I I I I I rr M -� I I I I I I - - - I I I I I' p t, r— dJ dJ ,� - 1 UNDERLAY $ G D , tV is PVG w/HARDWARE 1 1 I I I I I �-_L_ I t - I I. I (Y N N 1 to l I I lY �_---------- _ O - ---------`� I ---t- I ' ® I i i , _ R _ �® . �� ( RN+t1 ENTAL I I (Y I I i I I (4) 8"x16" CMU PEDESTALS ON 0 I 4x4Xy4" STL. BOTH ENDS, ENCASED C0 r : I - I ��------ 1 �O ,", 00 BEAMS I I I I I JOINED GRADE BEAM m I I: I v (X I I +� ` I I �1 ( IN BEARING ON SOLID BO r� N MASONRY CSI QI i I I b" THK. REINF. GONG. 1 \0 ween i x N - IX I I I I 1 I I F- I Oj I ,j,+� I % C p Ti. �ry I r t � FOUNDATION WALL. SEE =ry I I: I = 1 =�1 � tird) r I p/,I�'I I SECTION 8 DETAILS I I I I dJ - �N L/ MASTE ��' 11 NI i 10,lu 1` I I I. t I WOOD FLOOR N (2)91 1 + 0('5)N: O� I � N Cn Q I I I I 1 h I I ry Nt / I H- ---- r-----r- ------ �t----------t }. I 3/4" PLYWD. DE K � I I O 2�-11 - - i x10 HD cr1 ��.. _: - (3)2x6 LVL CORNER HIGH TRAY GLS.-{� I I I L- - -----i �-----r 1 ; -----------------t--------- I 6 2 4 uj CRAWL SPACE 11-------� I -----i- " i- M 1 i V �- I �• 2" thk. GONGRETE SLAB IIII I I �-I' I i 4" POURED GONG.ISLAB 2x10 ®I6" R.R. 2x1 ®I I = I _____-1 �—�„''_L I „ I I = IPE DECKING ON 5LEEPER5 ON uj I W/6x6, 1010 MM, Y4/MIN. 4 I ( I I I ----_ --- I i BEARING ON FOUNDATION I i I = WATERPROOF MEMBRANE ON PLYWD. A/ I I - IF- T- 1% I - �___2x10®��6 G.J_ _ I x ROO1= D GK O DEGKING ON WOOD FRAMING BELOW. 1Z Oa-O A.F.Q. t, I m l I - I I I I i- SEE SECTION DETAIL � a. -i L----------------------------7 -------------- j ------------------- ---------� t I I (2)2x10 HDR ' WOOD HANDRAIL ON PVC, RAILING, :L fill t r .__- ?__. _ter^ _,_._ :--t..- -ar r•.: : : , - ANCHORED SECURELY TO FRAMING 1 _____-4_____________ -i TW30410* TW3 410* TW30410* ~ ----------------- -- ---------------------------- - _- _-_ -_- 1 _ I6"xlb" FLOW-THRU ( _ TW28410 TW28410 2 VENT BELOW it 12-4/2" 7'-�2„ A IN K 111_211 F00" UNDA'[10N PLAN E'oi' E C 0 1 kvm D 1"mm L -0 Kw im" w% r,0—% L A N I I SCALE: 1/4" = 1' -0" I SCALE: 1/4" = 1' -0" 32'-O" 'I �— 'i'-10" 7'-10" '1'-1011 1 1:21-011 2, 0„ 8_3y26'-2" 3_Q j 05 Z IT - — 4x4 TR. WD. P05T Y4/lx PVC, CA51N5 41.1:r co 4 V 1 ff 511 t\ . Q Y 0" ✓------ -------------------- -------�+------------ - TW3 10* TW2 32 to In 0 o --------------------------------- W -�• w I ------------------ ------------------- - ------- ---------- w 2 _ T —I — — — _ z LL Ui l l r----------------- -------------------- -------------------- ------- +--------� 1 1 1 J I - r'�i v I I u I I I I L (V W• U O 4 t I I � ' CEDAR SHINGLE EXTERIOR FINISH a N � 10 DIAMETER"�IMBER PILING I I I 0 _ , MEGH. 5 „ W N x M DRIVEN TO MINIMUM BEARING I I I 1 I I - 1 cn ROOM ON 30# BLDG PAPER ON /a ^ CAPACITY OF 15 TONS PER 5PEG5 _ PLYWD. SHEATHING ON 2x6®I6 I I t 1 1 1 N qY" TJI/230 16" F J. T m W L NDRY = O WOOD STUD FRAMING Q ~' 24 x 24 REINF. GONG. GRADE I I i I I ry I o HW N Cl) (q. 1 I BEAM FOOTING BEARING ON PILIN55. I I I I �y2" i R OM �o GONG. I�_8y2., I I SEE BLDG. SECTION 4 DETAILS t l l _ t— SLA it I I I I m O =ry VERIFY LOCATION OF MECH. I I LINE OF 8" THK. REINF. GONG. �2 I I i i I N GUEST twin °� -BROOM BO1 ROOM EQUIP. w/ARCHITECT PRIOR 1 1 1 = t - ° TO INSTALLATION I I FOUNDATION WALL ABOVE 1 1 1 L__ �, I I , rJ L __ BEDROOM s-o Ii j I r---------------- ---- - --I ' I _ I� WOOD FLOOR g° AffU 4'-8y2" 4'-8y2" 2'-O" (2)2x10_ If 1 1111 °� BRICK FACINS ON MASONRY - - r o _ ? CHIMNEY w/GERAMIG FLUES r I I ----------------- -J I I I I I = > ®�x,� = C�O, r-- l i I i i l O �—t I 1 + O P 3 $n t l I I I �0 -ry 1 1 I 1 O PROVIDE ASH GLEAN-OUT c C' �, r '- " I I ? o -. ry AT GRADE 10 � I I I � � �I � d �I I � � . I I I ® N d Q d Q 1_ Im 1 ml �1 ml 1 36" WIDE STONE TILE HEARTH ON MUD w/WOOD BORDER FOR I� I �I �I �I I I SHELF POLE LIN. O INSTALLATION OF WOOD STOVE C>8 S 0 �G 'f8 ll.. lL 1L lL 1L r� i I i I I N N N �® GL. 0 0 0 I OI OI OI _I �1 / + I I „ I I I I Lu E,41+�IL.Y Room I ml ry INFILL BEAM A PROJECT NO: TYP. (� � B Y SPACE FOR HVAC � Y GYP. BD. FINISH _ t1 �, � DUCT FOR GREAT ROOM ABOVE 1209 OOD FL OR l I I - I I I =� i I I I i i I M EXCEPT AS NOTED oo I I 1 1 I I OI DRAWN BY: 4x FIR TS I GUEST -- - , (3)2x6 l I I N =n CHECKED BY: r-------------------------f---------� i ' i i - �3� ROOM gyeon = ---- I c> 1 11 1 N -------------- --=I----------- i - - - m W00 FLOOR _\ _ I 'S`O+� 3 x10 HDR GONTINU US - - - - - - I -ry ,. DATE: - - - - -------------- --- ---------- — m (3)2x6 LVL CORNER I I 1 _----- --- ___-__ I i I I = ----�- / TW2642 2642 TW2642 I 2/16/15 - I l l r---- ---t- I i i l a'2" TJI 230@16" F.I.I. I I I _� ------ T I J I SCALE: 1 I I I I BLUESTONE PAVING ON GONG. SLAB I I - " I I I I I I _ p " " I ki 2-10 PROVIDE GYP. BD. FINISH -------- PITCHED TO EDGES. SEE SPECS. 114 1 - 0 ENTRY i�OR H SHEET TITLE: IN ARE GREATER IN -- ---- I III I I I , 1 t I I I I I HST. T I -- I I �------------- --- ---------� iii I ❑ 51- 3-oiloo _N I PVC, RAILING w/WOOD HANDRAIL I I I I I I I I , " , I � 1 ------ ------------------------ I I 1 ----------Z------1 --- ---------------------- -------------r ------ I -- _----_ --_- (4)2x6 GA5ED P05T I -- -- PLANS --- --^------------------------ --------------------- J-------------1--1'--- ------------I_J TW30410* TW30410* I (3)2x1 FLUSH ASED BEAM i I I I _ I IL-------------J tll 12, O„ V-5, 11 51_112�� I n„ V ✓✓ ��JJ V a'-5" a'-5" 6'-3" 1 6'-3" 5y2„ b�_ 2�� 13'-Oy2" 2'. i 31'-4" I l a'-6" SHEET NO: n P I L I N (am" P L A IMm Fib"O' ST FL00 "' "1% L A N SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" a20 5F miiiiliiiiiiiiiif wpm REVISIONS b�(2/I5 FLOW THRU VENTS %dl b FRAMING A5-BUILT 1-7. "I-Ilye !3'-4V:2.- NOTE:-2y2 17 32'-O" t 1 I �, bxb TR. WD POSTS ABOVE NC,. PADS FOR SUPPORT OF 6' �' S'-y2'I I$'-y2't PROVIDE 5/4" PLYWD. DEGKING IN ATTIC, IN AREAS w/GREATER THAN 2' 1 _ I HEADROOM -- i --- --------------------------------------------------------- ---------- ------------- TW2 32 TW2 32 TW2 32 TW2642 2642 TW2642 I I I I I I I-J° ��------------ -'------------- I-I--------I I 1 (3)2x • H R cv c�T -----------------------------III IX / \ ------ p ------ � I 1 1 I I UJ , I I I I I I , ,.. 8 THK. REINFORCED POURED r tO I A 1 I `------- I I I I.'. I f I I I I I Ly i u I I GONG. FOU DATION WALL r I I ,I I I_ I I ° I I I k' I I IO 1 1 r 1 p w/DAMP OFING 4 1" GONG. Ul J I CABINETRY 4 I :'1t'; I _ ------------- APPLIANCES BY p 1L__--____ ® I I 41:2 dJ _ --r-'MASTER o WALK-IN O I OTHERS N I I I I I I :. STUCCO A OVE GRADE $ I N A Oql'�" TJI/230 ®I6" O.G. I I� ----------- I I I2' SEm411 �.; O " O i � � I'-a:2" Q I n I ,..: I CLOSET UNIT I I I I III p CEDAR SHINGLE EXTERIOR FINISH r BY OTHERS I L-------, I I I I I g „ �------ti i = I I , I"' �- I island N � ON 30# BLDG PAPER ON /8 �� 1 I 1 111 2 th,k. CONCRETE SLl p I r; I i i I iI I III PLYWD. SHEATHING ON 2x6@Ib 16 xlb FLOW-THRU I 1 ---_-_ __-- I 1 1 r- - tr--- -----tt-, 1 1 I I , ! ''�'=r 1 I I I I 111 WOOD STUD FRAMING u VENT BELOW i I I�/e_'�IGIRDER 1 ��- 1 -------I �_� R� I I FLUSH ONE HEARTH = % Z 1 , --E � T I ,� LINE OF WALL5IABOYE I I I - ----- AU24 HDR ABOVE FIREBOX. 0 ------------- ----J I SHOWN DOTTED I r- --- „ - I I , u- _ (2)11 7/61, LVL � xl . PL. RIDG I O SEE DETAIL I , I I k 1 (2)Is/4'x11'/a" LVL I I I I I I I ' I I I LL PROVIDE INSULATED ENCLOSURE I 1 I 1 `9 I I I N O O (5)2x4 POST FOR WATER SERVICE WITHIN 36" I I 1 I I I I I S QQM I I �. _ 1 ---1---- ---� - I I i I I { I I PULL DOWN I 4x4x/4" 5TL. COLUMN TO RIDGE -- __-A_ ON FINISHED GRADE AND TO _ _ CUSTOM CRAWL 1 I [-, r--- ----� r--+ - I I V I I = = I I I ath r l ce111ng I I I 1 I I I 1 I I 1 1 HEATED SPACE ABOVE. VERIFY 1 1 , , , O O I -0-- I�T T�`IR O ACCESS DOORS 1 I I I I I I I 1 I I O I , 1 - I i r CoI _-- 001 , bN PLYWD. FABRICATED OF I , I I I I 1 1 I I DETAILS w/ARGHITEGT I t l' 1 I I I, (3)2x4 P05 RL Y 4 G D I - i.'.' r-- �0 dJ r%� * O � � I "I I I I I I I I I �0 1 I p[ I � I I, I ITP I I:' I N N 1 W I / 1I N PVC, w/HARDWARE I �------___J I L_ I I N I - I -- I t ® I = _ _ �' _ RN1P1'�ENT L (4) 8"xlb" GMU PEDESTALS ON O I I i I `� 00 BEA S III I I , ,_. I ----_a ® r _ 4x4>cl'4" STL. BOTH ENDS, ENCASED F 1 1 JOINED GRADE BEAM v will BO��,� I IN 4 BEARING ON SOLIDCO I i N I I... I I J -I i ♦� < �- ® N MASONRY V CV a1 i I 8" THK. REINF. GONG. II Q' i I FOUNDATION WALL. 5EE n l i _ i ,ry+�� =�1 i ♦ L I N Q Id 1 ► I I I , SECTION 4 DETAILS , I I I d) - N l� MASTS �� I d I x J W I I- I O �* - tt ------ ; r I ; ' BEDROOM x ; �Z �` 1 _ I - 1 WOOD FLOOR N (2)`"-1F4:' I I N 1 1 F -�----J P----- 00, ,. I� � (3)2x10 HD t I I I - �T -I �T. ���, .=-> . � _ ---r'.: I LG _ (5)2x& LVL CORNER '---- I I - _ I I ----_� I 1 q HIGH TRAY G -�� Lu GRAlNL. SPACE -1� I-------� r-----i- �, � I � i M I 2" thk. CONCRETE SLAB yj111 i I .'I� I.• i 4" POURED GONG. SLAB i I N I 2x10 alb" R.R. 2x1 0I R.R. j-------- �-�-`-1- 1 „ I 1 IPE DEGKING ON SLEEPERS ON W Wbxb, lo1(o MM, W,(MIN. 4 1 1 I t I \1 I ,�____ 1 �. O I I = WATERPROOF MEMBRANE ON PLYWD. A/ ------ T- L. I BEARING ON FOUNDATION I I ! 1 2x10®Ib" G.J_ I LL. - - - x ROOF D GK O DEGKING ON WOOD FRAMING BELOW. - -- --- 1 i m Ili i i i act'-O" A.F.F. SEE SECTION 4 DETAIL W 0. L------------------------------Ir --------------' j . -----------------i---------� 1 I I m i I 777�71.:, a' (2)2x10 HDR7. ' WOOD HANDRAIL ON PVC, RAILING, = r ANCHORED SECURELY TO FRAMING I A 1 __ TW30410* TW3 10* TW30410* ----------------- -- ----------------------------- -- _-_-_-_- _ -_- - ------I----------- I b' 21VEN�IBELOW_TH� -------- I _ TW28410 TW28410 18'-10" 13'-2" I b�'5Y: , of 12'-3y2" �,-�/:2 I F %Aj` U1ftmmDAT1uA2"` m PLANE- SECOIND FLOOR%' "PLAIN! I 1 SCALE: 1/4" = 1' -0" I SCALE: 1/4" = 1' -0" 32'-O" 2.. 5Y2 b'- 2 �--"1'"2 II'-8 I 6,_1„ r4 1'-10" '-lo" '1'-10" "I'-10" 12, 0„ 8'-3y2�� ►n otS Z .0000 4x4 TR. WD. POST w/Ix PVC, CA51N6 cl) to �- -------------------- -------------------- --------------------- --------►------------ -i TW3 10* TW232 I(r W -, ~ o - —I ------------------ - -- --- - - - - ---� ------- --_------- - - - - 8 Z �— - - —— - - - -- - - - -- -- - - ------- -------- 1 - ----- ----- ---- ----- r ------------------ ------------------- ------------------- , I W v w In --------------- --------------------- -------------------- ------- F--------- I I I I M c r i i i 1 "ry CEDAR SHINGLE EXTERIOR FINISH a 0 o I 10" DIAMETER LIMBER PILINS I , i O _ m �EoM ON 30# BLDG PAPER ON g/8" W N U DRIVEN TO MINIMUM SEARING 1 i i i I _ - PLYWD. SHEATHING ON 2x6®I6" Q GAPAGITY OF 15 TONS PER SPECS , I I I - = TJI/230®I6F O Q I t „ „ 'I LO to NDRY = I WORD STUD FRAMING 124 x 24 REINF. GONG. GRADE I I 1 I r N o HW II// N o � I OM GONG. 12 `sJ I 1 BEAM FOOTING BEARING ON PILING5. I-8 I SEE BLDG. SECTION 4 DETAILS _ 1 to - 0 wry SLA VERIFY LOCATION OF MECH. 1301LER ROOM EQUIP. w/ARCHITECT PRIOR LINE OF 8" THK. REINF. GONG. 2 i i I SUEST twin BROOM I i i FOUNDATION WALL ABOVE I = I I I �__ - ° TO INSTALLATION ��DROOM 51-011 WOOD FLOOR ----- - -- O AHU III �---------------- ---- - --, - -- -i -----�_ -- 0 IIII r, r , I I I i o „ - O1 BRICK PAGING ON MASONRY 4'-5y:2" 4-8y2 _o (2)2x♦o ---- - ---- - ---- I I I o CHIMNEY WOERAMIC FLUES l IIi i i LJ ------------------- -- i t I I i = 1 1 ��� _ _ N p_ MEIN Y I I-I`t I I i �p 1 1 I I 1 p O �P�� C I I I I I I I I I I +Bp -n (V PROVIDE ASH GLEAN-OUT g p5 u 10'_5 a I I I I I I� I �) �I I .o AT GRADE �' G I I I l 2-�✓ - al--711 I I '� :,. 1 I I I I I ®2 N Q Q Q Q x } I n IW W 1 WI uII 1L11 I 36" WIDE STONE TILE HEARTH ON "- I � I I I I I �O L lA [Ll lTa lXl [Q - I MUD w/WOOD BORDER FOR !XI I SHELL=� POLE �N. O '�- INSTALLATION OF WOOD STOVE - I I I I 1 I r J T ' ' _-__--____ ��p IL ll IL IL E n r. - N X183, r 1 i 1 I I I I �® x x x X X - Q a' i 11�) ,- = Tyr. FAMILY ROOM 1 w1 � INFILL BEAM/BAY SPACE FOR HVAC PROJECT NO: II OOD FL OR I I �I - DUCT FOR GREAT ROOM ABOVE 1209 1 1 Y GYP. BD. FINISH O PON _ _� i I ; i I i i `A M EXCEPT AS NOTED +�0 1 1 I 1 I I OI DRAWN BY: TS I SUEST 4x - FIR - n , =ry = CHECKED BY: (3)2x6 I I c N BF ROOM queen �0 1 I I 1 -------------- ---I----------- m WOO FLOOR I 1� (3) x10 HDR GONTINU U5 m 1 I 1 _ - ------ _ - - _ - -I - - N � (3)2x6 LVL CORNER DATE: -------------- --- ---------- 2/16/15 I I --------- TW2642 2642 TW2642 -1 N I P------------- --- � I I - " u ; 1 I I ; ( 1 1 1 1 1 17 �� TJ1230®Ib P.J. ____-- , J.-i I SCALE: I i i i I i i i i i i I BLUESTONE PAVING ON GONG. SLAB, of - 1 O 2'-10° I I I I I I I I i O PROVI E GYP. BD. FINISH -----; --- Q 1 _ PITCHED TO EDGE5. 5EE 5PEG5. 1/4 - 1 - 0 IN ARE GREATER IN ENTRY POR H ; SHEET TITLE: I I 1 I I I I I I I 1 HGT. T ' ; �x , PVC, RAILING WAOOD HANDRAIL 1 L------------------ -- ---------------------� I I L------------- --------- - III N I I --- I _ I I I I I ----------- ------ ---H---------- ------ ----- -- - - --- - --�-- ---- - -- - -F------r- _ ---------------------- _------------- - _ - - �-I - - - -_ --�--- - - O xb CASED POST - -----------1------L--- ---------------------- ------------- -- ----------- 1 _ _ 4 2 _ _ PLANS 1 _ _L __-- -------_____!-� TW30410* TW30410* I (3)2x1 FLUSH ASED BEAM ------------------------ -------- I I I - I121-011 b'-3y2" a'-5" a'-5" b'-3" I 6'-3" W2" 13'-O2" I D 0/2 y2 JUN 2 8 2016 SHEET NO: 15 15 0 V ^ 0MDr4G DEPT- d TOWN OF SOUTgOLD JUN 2 8 2016 Ph I L L A N I FLOORN"tp, AL " _ ' - " SCALE: 1/4" = 1' -0" SCALE: 1/4 1 0 BUILDING DEPT. 820 SF ly TOWN OF SOUTHOLDI I Nw" P E R%M I T S E REVISIONS 61(2/I5 FLOW THRU VENTS 6/28/16 FRAMING AS-BUILT 2 32'-0" 1 Q 1 1 Q, GONG. PADS FOR SUPPORT OF b' -��� 5'—JY2" 18'-�2" NOTE: 6x6 TR. WD. POSTS ABOVE PROVIDE s/4" PLYWD. DECKING IN ATTIC, IN AREAS w/GREATER THAN 2' I _ I HEADROOM r --- ------------------------------------------------------------------- ------------- -� t� TW2 32 TW2 32 TW2 32 TW2642 2642 TW2642 I I -_r�_ ' Fo I■GI (3)2x H R = ------ J1 ---------- ------------- H------- 1 I ------ O � III I I I t I _ v cn I I I I I I I I I I I; I - O• i I 1 I I I w ► I I I I I �j , I I j L. 8" THK. I NFORCED POURED ( to I 1 IIIA I�, ; I I ---_____� 11 11 I L'• 1 GONG. FOU DATION WALL I t 11_ � I I O I I t' I _ _ i CABINETRY 4 1 r I I O 1 1 = I u j 1' 1 p w/DAMPP OF I NG 4 I" GONG. J. APPLIANCES BY = - ------------- O I „ I I> 1L__---__-� ® I , 8 „ = MA5 a$ WALK-IN O I OTHERS I IY �, N I 1 1 1 �I ! STUCCO ABOVE GRADE o BATH O G LK-I I c i , I. s TJI/230 ®I6 O.G. I I� -------------I I I I. -- I I 1 „ i x2 % 0 n O I - � I'-8y2" l _ 11t-+5'-r I I 1 m ( 4 k• I 1� I I 1 Q n I L.: 1 `" CLOSET UNIT I I I I III I— I I 1 1 1 1 1 BY OTHERS 1 x ON 30# BLDG PAPER OCEDAR, 5HINC7LE IO//FINISH I-. � L-------, 1 F- I I I �� , I I I I Im 'TrlY�1_._ r-------I 1 I I I I:' 1 I t I III 2" }µk. CONCRETE 5L Alp i I I I I t , �_ I I island I II PLYWD. SHEATHING ON 2x6®I6" T I I :. I6"xlb" FLOW-THRU I 1 1 I I I I I 1 r- -------tt-------------tt-j 1 II , .. ui VENT BELOW i �1 i I (3) 117/e_�I�V_L GIRD#=R I I 1---- �- I I I------- I -i WOOD STUD FRAMING 0 >_ FLUSH I I ONE HEARTH I I Z I � 1 �------- � R/F I I = Ic LINE OF WALLSIABOVE i - - - . I I O �o+�o I I III _ = W8x24 HDR ABOVE FIREBOX. I SHOWN DOTTED► I r----------------------' I ' I = - "YX 1J' (2)117/a 1_LVL . PL. RIDG I O SEE DETAIL � � I , 1 I I _ _ I _ o , O I I I 1 =(2) ! 1 t 1 I I I PROVIDE INSULATED ENCLOSURE i I I ..; 1 1 (2)I/4 xl l/e LVL I I I I I I I N O I 1 I I I I I (5)2x4 POST I I 1 I I FOR WATER SERVICE WITHIN 36" i I i I I I I I �7 OOM I I 1 I 1---- ---L_ 1 I I _-_-- PULL DOWN 1 4x4xV4 5TL. COLUMN TO RIDGE _ _ r ---- -----� r--}-�' I ON FINISHED GRADE AND TO I �j I .:I �� I I ATT AIR g �' CUSTOM CRAWL I �, ----- I I ath r l cellln I I O N ACCESS DOORS I t I I I I I I I HEATED SPACE ABOVE. VERIFY I 1 , i 1 O O I -s - 1 I: I I I I I I I I l I I O I I ' `I- I i o I OOi �7N PLYWD. I (I FABRICATED OF I 1 I I I I I I I I DETAILS w/ARCHITECT - I I ' IX I 1 _ I I I (3)2x4 POST N NDERL Y 4 T G II O (`) PVC, w/HARDWARE I I I I I I I I I _ _--�_-_-_-_-_-_-_-_-_-� � L_ I ( ® 1 I . I N = / (4) 8"xIb" CMU PEDESTALS ON ( I _ 1 I 1 I t I � � I ---(� - ?® � I �PrI'I I I IX 4x4xY4" STL. BOTH ENDS, ENCASED I ( O I - r �--- 1 �J I 00� BEA 5 II IN 4 BEARING ON SOLID ., I i JOINED GRADE BEAM m i.. i v (�1 1 + � O I I 1 N I I I I 1 ♦ L q OCN MASONRY N 8" THK. REINF. GONG. I r: 1 - x i %queen �I 11 Q I I 1 I I � I �� J � < X N =N II ► 1 I I FOUNDATION WALL. SEE I t.. I O I �y+/ I ♦ L I N O I �� j i V I�I SECTION 4 DETAILS ; , i i i0 = N i ��� M1�STE I xi ( 1 LUII1 I I I` I I / XI I - rt I ^, ( I I L I I 1; I ' ' I BEDRO M 1 DN/ r I I I I 0 WOOD FLOOR N (2) 1 I 1- '�`a I � v♦ ------ --- J I I / I S ^ I ry 1�� O r-----i--♦�I---------- - r i I /4 PLYWD. DE K C( cam' I � ' I I (3)2x10 HD cn O 1 I I 1 a' HIGH TRAY GLC.—' \'I --�- I. (3)2x6 LVL CORNER W _ I 1 -+-----1 -- ----------�--------- I I I 6 2 4 I GRwL /PGE �; ------ r-----►- I 1 . M I a 2" thk. CONCRETE SLAB QUI i I �� I. I 4" POURED GONG. SLAB I I �„ I 2x10 ®I6" R.R. 2xl 01 R.R. 1 I I L------ F-- -� i -i I � ' i w/bxb, 1O,f° MM, wd1"►IN. 4" i �., i Q � I IPE DECKING ON SLEEPERS ON 1 I 1 II '�=---- 1 BEARING ON FOU ATION 1 - I 1 I _, r------- T- I. I 1 I 1 I WATERPROOF MEMBRANE ON PLYWD. - - 2x10®I6 G.J. - ROOD D GK O DECKING ON WOOD FRAMING BELOW. I I i m Ili i i i i ®a'-O" A.F.F. I N �'_ SEE SECTION 4 DETAIL 0. L----------------------------- Lu -It -� �:: L-------- I ' ' - 1 f 0 1 t -,---_ _:: --_rte. .. . .. 7:7.1., .., 12 1 111ANCHORED SECURELY TO FRAMING I I I (2)2x10 HDR I ' WOOD HANDRAIL ON PVC, RAILING, 1 1 - ---- - �. * * * ~ _ _ - a_____________ TW30410 TW3 10 TW30410 , ------------ 61 =V-it - -- IV"xlb" FLOW THS -------- I _ TW28410 TW28410 18'-10" 13'-2" I 1 _4y2„ 12'-3y2" I F 0 U mu"' A T 10 N I_m" L N I ( I I SECOND FLOOR PLAR SCALE: 1/4" = V -0" 31'-4" I SCALE: 1/4" = 1' -0" 32'-0„ 7 I 6�_5Y2'. _I'4/2.. '1'-10" 7'-10" 'I'-10.. '-10.. Ole 12' O" 8'-3y2" b'-2" 3_a, I od z 4x4 TR. WD. POST w/Ix PVC, CASING I 3,_b„ co Q• m " J �• ° 1 5 Q O r> r--r ------------- ---------------- ---------------------------- ---------- - ------�--- -� � -+- - -- TW3 10* TW2 32 W J F- � 3 " I F Z w ------------------ ------------------- ------------------ _ xx -- - i ------------------ -------------------� ----------------- �------ -----___--- -I - - - or Iff%I = W• v w LL do� --------------------------------------------------------- 1 l i r t i {yMECH. CEDAR SHINGLE EXTERIOR FINISH a v o w j i I I 10" DIAMETERIMBER PILING I i i I _ (n ROOM ON 30# BLDG PAPER ON 5/8" llJ• a v DRIVEN TO MINIMUM BEARING I I I UM _ PLYWD. SHEATHING ON 2x6@1b" l i I CAPACITY OF 15 TONS PER 5PEG5 I l i i - = „ „ " TJI/230®I6" F.J. LO m NDRY s =� Q WOOD STUD FRAMING Q ~• �' cv I I� 24 x 24 REINF. GONG. GRADE I I 1 N o � U BEAM FOOTING BEARING ON PILING5. i i 18y2 dJ i R OM �o GONG. 1.-8y2"�'b�' `A 1 1 1 I SEE BLDG. SECTION 4 DETAILS I 1 1 1 1 _ F- 5LA c0 i I I VERIFY LOCATION OF MECH. 2-�y2 I 1 1 1 ' d BO1L� ROOM EQUIP. w/ARGHITEGT PRIOR 1 I LINE OF 8" THK. REINF. GONG. I I w GUEST twin BROOM I I 1 = I I I - p TO INSTALLATION FOUNDATION WALL ABOVE N i I L �__� BEDROOM 1 I-rl I --------------- ---- - -- I --i I WOOD FLOOR _- 1i I I i I - 1 o� BRICK FACING ON MASONRY 1 4-8y2 4-8y2 2_O _ (2)2x10 CHIMNEY P4/CERAMIC, FLUES - - - i- -�- - - - - - � - - - � � - - I ii i iI � � �® � nFNEly I 1T, I 1 I L J 1 _j I I I 11 1 + > ��+ �� I I-------------------- - I I I dJ l I 1 1 I I 1 O 5 �¢5 g2jG 1 ,_ „ i I I I i 080 ' tV PROVIDE ASH GLEAN-OUT 10 �I AT GRADE h� ,� ,47, U) I I I I I N Q Q Q Q Qi .., :uo Ill.1 IU 1 tU W W I I 1 I 36 WIDE TO TILE HEARTH ON MUD w/WOOD BORDER FOR '~ „,,:,, SHELF POLE LIN. o IEL INSTALLATION OF WOOD STOVE E IJ_ IL ELCL I I I I I r Ix d I dx W I I I LJ I Iu I I I I ( _ 1 i i I I I - o ep l :21-8 FAM I L,r ROOM 1 all c, INFILL BEAM/BAY 5PAGE FOR HVAC, PROJECT NO: TYPI OOD FL OR I IFL I Q - DUCT FOR GREAT ROOM ABOVE 1209 I I I 1 I I I y GYP. BD. FINISH `�' o EXCEPT AS NOTED +�O l l 1 �� I I I �l � - DRAWN BY: 4x FIR TS GUEST -- -- I (3)2x6 1( ( N =cv CHECKED BY: 17 I I I r------------------ --- J I I I = BE ROOM queen ,----- 04 1 I I 1 r I 1 I I I r1 1 I --------- 1 m �� I ca+ � � __------ ---I----------- I r WOO FLOOR "� 3 x10 HDR CONTINU US ' -- - �— - O 6 LVL CORNER ATE. i I - ------ - - - - - - - - - --CL. r _ -------------- --- ---------- I N 3 2x D 1 , 1 LJ 1 I t 1 2/16/15 -� I I �------------- --- ---------i I 1 1 = TW2642 2642 TW2642 I I I I I I I I I I �9 7 qY2 TJI 30®16 F.J. -___-- I SCALE: BLUESTONE PAVING ON GONG. SLAB, I i i i 2'-10" i l i i I i i 1 i i PROVI E GYP. BD. FINISH -----; --- Q , PITCHED TO EDGE5. SEE SPECS. 1/4 = I 0�� IN ARE GREATER IN .D I O I I I I I I 1 1 I , --- — —=}---- ENTRY POR H , , SHEET TITLE: Iii i j i 1 i i ' I i i i 1 HGT. T 1 :fl 1 1 I I I I IL 3'-O" r , PVG'RAILING w/WOOD HANDRAIL I------- ---------------------J I I -------------- --- --------- III 1 I = III ------------ -- I I I 1 I cA VN - - J- , - ---------------------- --------- ---------- ---- + -- --------- -I - - - / - h --- _----_ --_- -_ - (4)2x6 CASED P05T IN 1 -----_L_-- I PLANS 1 _ r ___________L_- TW30410* TW30410* 1 (3)2x1 FLUSH ASED BEAM -- ------------------------ ----------------------- j------------- -- --- ---------------- TW3041 ---------------- I I I = I L------------- �(V I -3" I 6'-3" W2" b�-Sy2�� 13'-Oy2" 2" i I SHEET NO: PILIING "PLAN FIR" ST FLOOIRI wro* LAN- SCALE: 1/4" = 1' -0" SCALE: 1/4" = V -0" 520 SF0 4 um" I IN m 1 1"% E R M I T IS E GENERAL STORMWATER POLLUTION PREVENTION NOTES 8" 2 " CAST IN PLACE DOPING SMA51oN5 11111111111111111111 PERMANENT STORM WATER RUNOFF CONTROL MEASURE GRADE W/ DRIP EDGE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 5% MAX Development activities for this project will consist of: SLOPE °y +, 1 . Installation of temporary erosion control measures (silt fence barriers). _1. LIMITS OF CLEARING AREA O 2. Demolition of existing building structures. ;. b- PROPOSED LAND DISTURBANCE GRAVEL DRAIN d. EXISTING WATER METERS 3. Excavation and removal of portions of existing driveway surfaces11 PROPOSED PUBLIG WATE 4. Excavation for a new building foundations (+/- 3 ft below finished grade) ° -11 THK R 5. Construction of a new building foundations REINFORCED GONG SERVICE LINE FOR . 6. Construction RETAINING WALL 5T0000 NE 1 GHBORI NG RES I DENGE 0 of a new building structures IZ. AND FINISH 0 . :'` '`' IMITS OF CLEARING AREA OF W/ 2 #4 (P 12 HOR -�,' 7. Installation of on site drainage structures (permanent storm water runoff control measures) and septic # Il PROPOSED PUBLIGJ; PROPOSED LAND DISTURBANCE 2 4 12 PERT. UJ _ WATER SERV I GE LINE system m - �.�•1. Y m1. FOR RESIDENCE °�' ` LIaUID APPLIED .�'� 11 : ` 8. Installation of underground piping from gutters downspouts and terrace paving grates to the drainage WATERPROOFING m structures • `�.�.. ; EXISTING SHED TO BE RAISED REO1. fA. ' 9. Filling and grading of soil above drainage structures L CATER DRIVEWAY :;: >-:!' ; .. :;;- TO MEET NEW GRADE Z g g g g es and septic stem PROVIDE WEEP 10. Installation of new underground site utility 11 ! ::r::..,,...:•...,.::: g ty lines I-TOLES, IY2 PVD, GRADE ;:;..; � ;,,.:',�;' , . :. 11 . Construction of new site retaining walls, terraces and walkways BELOW GRADE ON0 "•,. `•°' `r�` J .; ;Frr;.,..:•*"".... �``•.',r.;.:,fir,. 12. Excavation and removal of soil for new driveway surfaces FINISHED SIDE AT 4'O" PROPOSED �� :` O :' ftft :. _ II :,: :A .:: :; Y :. .: :. 13. Installation 0G WITH 12 THICK CONTOURS to ation and gradingf o new drivewaybase ° 1 CRA LAND F 14 Existin ..... ....... '"**** 0 ng VE FABRIC G 4 t driveway - a surface r g Y area grading _ �jy; 9 g EX IS TING A O O FILTER L NG BA 1 5. Renovation LTER GK and repair air of existing stn driveway surfaces GO �' >�: :�::;::<::. :> p 9 NTOURS � <; Y NA LL U) S D C(1 16. E OF LL Installation f � ::::,; ,. ; ;' 1. o new landscaping )ants lawns and automatic p g p to atic irri ation system 9 Y . .:;_.";_.1 .%%D 17. Refinish - efinish f IN A .........-.........�...1. OCO IN -:1111.11. �- o al driveway 10 a surfaces "ti' ': .,. 2x 8 Y a a 1 GED U RE `�° 18. Removal of NFOR ::'.:,', the temporary erosion r :';P:o:•, son cont of measures I �` :»>::::>:�:::>:::>:>::>::::>::::>::::>:::>:��::>::>:;:::;;';. p ry e (silt fence barriers) I II II 3 •;,,. ,.�::; 2 2 ,... .° ':'r' I2 P ER NE NT STORM M NATER G NO13 ONG !" RUNOFF F •!.: GO N - a TRO MEA ': `; L SU RE D W A E F N W SITE DATA OOTI NG W/ ( 1 I ' :: O e UND ER G # ROU ND DR 12 •°' �:. LL5 SF T n �'..: DIN ( Site Area: _ •a. U ea: 1 3 580 S FT. 0. 11 3 ACRES S .�5 r - {/ DI A x 2 FT HT F OR INWA O.G. AND �•�'=� 2x8 ) TER a .iti v , M W r 3 'r Receiving Waters: Core r N C eek RUNO FF �\ FR Y ••�.=`. uTTERs T THE T. - r • • . . `. ° . ♦ •° BUI DIN L G -� S Contra TRUG0 lIll Contractor: N/A TU d A RE 2 NA ,,�`....'.,:.!*",:�-, ,�'� , .. \."...!,.�.,�4...,�;.".��-,,��- 4.5 Q ;, V;t. V'1•iR POLLUTION ON C NOL MEA . .. .......:.. .... . ......... .. E�' SURES ,.. ..,::.... TA ISI G AL L ® ET . . rr.._. '. ... . AIL ::� -r-� :._�­ ''. - .. ::'...,,.:_....,...... ..:.::.. .., ,..:,..,:..:. .. :::::..:::::.::::.-::::.::.::.....::::'.::::. .-::::::....... EXISTING In accordance with the provisions of the Town of S 1LU CL ::....,. '.... ,:..:.r:.... .... ...... .,.rr. : .....:' :::::::.:::::.-:.....:::,: . ...::::::::::.:::::':::::::.-:::::::::.::::::.-:::::::. p Southold, chapter 236, storm water management and .,�. P ::..::::::::....:......:......:.......:. g N S .......::....... ..... _. ..: .T. . .................. . .......... .... ... ........ . o tom. :::.:::::.-::::::::.:::::::.:::.....::::.:......-.:_%...:::::::::: .:. .:.:.::::..:..:::::.::::::::::::::. 0 OVERHEAD WIRES . ::::.:::::...... ':::.... .:::::::.:.::::.-:...:................................... erosion an sediment control measures including, but not limited to the f :,: .'.5.:.:: .;...::. : : :. ::,,h;... + . ..... ......... .: :.................:.................. .....................................:.:.::::::::::::::::::::................. g, a ollowin shall be employed ed durin ........ ... x8.... ......:4 ... .:. S.o ....... ... ......... .............................. 9 p y ....r .:.... . 9 P L 4 ti construction:i ct on: EX IS I ''.t °::; LWO ° �' T NG NE1G HB OR IND Z . ... RETAINI NG WA LL 4 r.. :: :% :`F-. :� ' ''. PERMANENT STORM �:;.,..,::.; ;».....;>;::::>:»>:.>:;:>:;;;:;>:;>»<>;:;::; >;siiii>: .:::' .:..... ...... X W :::;;;:..:.:......': ::::'. WA .. ....::..:......: .. TER :::::::::::::.:.:::::.:-:::::::. ::;';;;>:.:::.::::::' »>':>:;:...... ::;::>::;:<=<:;: A. Existingvegetation r L :. .... : . ,r :.....:' .. •:. ...:. :..,.:.•........ , ::. :-::::::::.:......................... ."......:.::::: .RO.P ?`.DSD;.;;;;;:2;;:.;:.;;:<.:.;;;;:'.; g to remain shall be protected b installation of construction fence or other approved v :.: '. .":::•:: :`.:.., \ p ( Y oed Q pp / :: .: - `.::.''... .IQ•.... . .: .:.,..,,.,. .. ,.. ::.•.. :;iFi:r if:3`.>:;?;;:;;:;'.•fir::?;;;:i: ii>: a;°;:;;;':;::::.;;r:'. is tt ri::`.::'::. MEASURE D J >:> :::::;>:<::>:: :;: ( W 13) NEW UNDERGROUND :,':: . . ......:,.. . . . :.... :. ....... . .. ..,.... .. �' means and shall remain ;;;:.;;;;;:<::::::.::.::::::::::::::.-:::::::::::::'.::::::::::.:.:::::::::.. :.... ... WATERPROOF undisturbed. :: .. GONG ........:..... ...r.. :. .. .. . .......:. .. . .. .. ._-.,..... .,-_ w . . ::..:::::::::::::.::::;;.:: D :...r . . ..::::::.::::::.::::::::::::.:::::::::::.::::::.:......:::':.::::::::.:::.::::::::.:...;........................ .... . RYWELLS 8 FT DIA A x 2 F :::':. - ( T HT WITH CAST . . ..,;....... ........._....... .. ' .,:.:._:!r.,:.,.. ;'::::. :',:..::::.,..: :.::::::::.:::.::•::::::::::'::::'::::::.:::..:::•:: ............. i. . k...' :.::... .. ... ::::- '::::'.::::.:::.::::::: ::::.::::::::::::::.:::':::::: - BETA I N I N ,. ::::: . ::::: G WALL APPROX B. Clearing and Gradin shall be scheduled so as :.......... . :.:.::.:::::.:::::.:::::::.::::::::.::::::::.. :::.......: . :.::::. G1�� .., ...:. '.... ...:. ..... .....r ::'::.. .:.::::::::..:::.:...................... g g to minimize the extent of exposed areas and the length of � �:.�.:::��:;.,'.:;.':-'::-�''-'.':,. ,. .. . ,� p :.1111;ii:;.ii:::.;:;.:.:iiiiiiii;<:;<;<:;.�.::.::.::.::.>.:..;:.: :: :.......:: .... . ....... . .......:.::..�::::::::::::::.�::. g IRON INLET GRATE :::.. .:, .-,.'.. .-..::,.;::::-. : .. ,:::::....:.:,..:::., :.:::::::::::.::.:....................... .......... :::R :5: D :: :::::::.:::::::::...... ... s FOR RAINWATER RUNOFF G� :::: :.'.•'::..::r......:........: -.:;:::>.:: :::•. :.,.... ..:.' . :. .. 3 FT HIGH ABOVE VE GRADE �.O.r ::::.::::::.::.:::::.................................-...... .......:: :::::.:::::.:"", u 5.3 time that areas are exposed. A maximum of 1 acre s ::. .__ 1 : ;.:...... ... ...... %..-....:.:':::::::::::::.-:::::::.-.::::.......%............... . .. ::::::.::..:................................ .:. p hall be disturbed at one time unless written permission I ... � ri :.::::::::::::':::: ::.. ::::::.::::'.::.: ....:... II II p 2 FROM DRIVEWAY .;,."I I .B.':...:.. ...; ..•1' ..,. : . - :.:::::.::::.:.::::::::::.......::::::::::::::::::.::::::::::::::::':::::. ... .:. . ....:. ::::::.:.::::::.:::.::::.::.:::::::......:::::.:::. ".;. :. .,..�._ :. ..,.....: ::..:....................::..::.:::::::.:.:::..:.::::::::::::::::::. A +NRY.::::::::::':::.::::. .::::.::::.:::::•::. T + is granted 10 1 . ., v :.::::::.::.::::::.::::::.::::::: :::::.:::.................:.:.:.::::::::::::::::.: :::.::::::::::.::::.........................::•.::.:::::::::.: ......::::. W 5.75 12 OFF a ted b the NY D S EC. Graded and stripped areas shall be ke t stabilize I gd through Ythe f r,, ,.. ..r...: , ..:::. use ori . . .:.... :.... ... .....:.:...:.. PROPERTY L NE 4 ;: ; m = to ora seeding d as required.uired. eed mixtures >`' `!``� S to es h � �� ................................... temporary 9 q e in accordance with the soil conversation service NEW STEPS .....•:.,...:.::.. .:....... ...: .: P :.:.. . ... ...... ..............:.:.:::...=�;.,.L.. .... .....................:.:.:::::::::.:. 2 <v , ,. ..... ....................... 7. recommendation IS BLUESTO .'.:,.,•: +' TA .. . .r.:. _. ...:•...,. F..IN...::::1=J�»R.... :::::.::::::.:.................................. ..............:::::::::...::.::P:::i?.k::ii:i:i:iiiiii:C�:•i:•i:•::•:iiiii:•i:•i::•::•i:•?:.i;:::.::::.� OV. 06 Z • .... ., . : : .e ........., .. , .....1 .. - _ '::.::::':):i::::'::':::5:111111:�ii:'ii:�ii((•i:�iiiiiiii:!ti^:::'iiia::.::.'(,: W/ GONG. GG EW UNDERGROUND E E _ :.::::::::::i:<.iii::•iii:. ::.. . . ::.:::.�::.::::.:::::::::::::.::::::.:::::::::::::::::: ' L GTR _;;.,;.' , ...:;: •:;'::".::.:,:,..,.:,:' �- ::::.....................X24...5F..:::.:.-::::.::::::::.:-::.::::.:::..................... .. I IG C. Bare soils shall be seeded within 14 days exposure, unless construction will begin within 21 days as 3 :::.:.:.:::.:.:::..::::..:." '..........................•............:..:.:::::::::.::::::' Y p g Y -. 5.75 .� - �� :•:::::.::::•:::•:::::::::::•::::::':::'.::::.:.::........................:•::::::::::.-:::::•:.::::::::•:::::'::::::::••:'.:::::.::...... SER ISERS . .,..,,. . TW - _ - VIDE AND UTILITIES FRO iii;ii;::::::::::::....:::::::::::::::::::::::.::::.:::::::::.:::.:::::::::::•::::.:::.:::::::::::......:................................ M cn Q w �o _ ::::::::::::::::.::::.:-:::::.-::::::::.:.:::.::::::::.::.:::.: ::.:..:::...........................:. sections are completed, or if construciton on an r J� .:::::.................................................................... ................. ...............::........................... area is suspended, the area shall be seeded immediate) : ,." :....!,i. '. - p I r p Y p� M UT A- FRAME I TY P POLE 5 TO A .75 F ME O a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 1 N ti p P Y p p 2 �- \\ WATE PROD �'� +s.a' S1 DE OF .� g Y �' cp C'l BUILDING STRUCTURE a M °w \ �o p, b. Soil Amendments o e dment s 1 ,� O o ON 6 G. AIi� G 1 , J I X �� 5um 75 EX 15 TING U TI L TY P O LE 1 . Lime o I w t h 6.0 W APw Xz 1 . 3 � a F HIGH A OVE LU 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft. q ) �-".-��.,.�,.,,.. : + � w 1 ":. EW MECH EGtU I P .TS' c. Seed Mixtures G DET + , ..,. .;::,:a : 6 rn LO LLJ 6.6 + DLn 1. Temporary seedlings 1 ' � w �� 5, 1 LP . a� � � \ / N Z: I a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1 ,000 sq. ft.) _ �/� IMITS OF (^ F- ,, ti n EXIST .L1. CLEAR I N b. Certified I NG G ARE A ert ed Aroostook winter rye a cereal a 100 lbs. per acre 2.5 lbs per 1 000 s �- ( ft. use Y ��4;` T rye) @ p P q• \ U I L 0 F M S PR c� TONE PROPOSED ED c� . �o winter a if seeding z eed n in O b r/N cto e ovem - :' rye 9 ber. rn Im G�TO P:.R PRAP �LoRB AN GE 4 2. Permanent seedlings See Landscaping tans Ln �, g p 9p :r E: - :.:'; P .........:: 11: N \ .... .:........:..:. L D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoffs z �I 9 P p hall be ( T E �-- ___ N PAVERS ON :: m 4 ..:. �: 1 +..`' . E)GY o �. P:::. dive w ': : - diverted away from o cleared slopes.Y �i;" NGS - p LAB 6 �. :. ":�-�):"�', -�I :", TE RP RO OF G ON G E. Sediment shall be trapped on the site and not permittedNM TYPICAL 7�,� NGr to enter ad'acent ro erties or ublic roads or <I"��>' .,� LP.. ... .. ....: U. °. G WALL �- F r . I, RN ASS N : - X' .::..:.. . ...1�1, _ :.::'.:. . ,..; : :... '°'.:'.' :',' ::: // ::,,.:_:: :: ;: .;..'.:': : w .' I o __.. �- drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of \! \ *:':.:,:. ::.;'.0 :': .. :. ,....•.- ., ..,- . ..: ..::.. ....:.;' APPROX. 3 �� - %_1 ., P E 11 11 1 / FT HI x72 x2 :,'.::'.:;•': . :.:..r T construction \ - .: :.: .,, - and shall be maintained until construction is complete. ABOVE GRADE, TW �. " G, p . :; Q r T' NE n '. IND ..:,..:.. .. :. . ; .,�:. �- \ ';:.".'i:':. : ^fir F. Astabilized construction c on entrance shall be maintain ,: . : `:: :. -_ ;: :.'' <,': : . : ....-:.,...::..:'.....;, +5.75 , 12 OFF a "'.•, :-;6 N A .k ed to prevent soil and loose debris from being tracked \� _ .lr ,, \, PROPERTY LINE I Y onto local roads. The construction - L u ' 1 .Zi :_:. . uct on entrance shall be maintained until the site is permanently stabilized. Any - sediment tracked onto public roads be MEAN HIGH \ F..�: ,,�,.:. 2 �� . to removed or cleaned on a daily basis. I ?° , �, P y NATER , � G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets MARK - :.•�.:� ; 9 pp g �q 1y �/ - ' EXISTING {� v`;'. i;,.^;. ;::. . ...,:..,.;... PROJECT NO: installed on site shall be protected from sediment buildup through the use of appropriate �n,et protection. LOCATED \ :::..;.:..;> :r`' H. Appropriate means shall ! RIVEWAY \ % j ry CONTOURS 1209 be used to control dust during construction. \i •'Y':'`' \ DRAWN BY: \- \ ``. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems -- '. - �2 shall be cleaned and flushed as necessary. 1 -- \ ..._: d:'.:! �j 5 �5�+ - PROPOSED CONTOURS UT 2 Q -_ CHECKED BY: J. The contractor is responsible for inspection and proper maintenance of erosion control measures. �/ \ 11 - -rs '� `',,* 5 PROPOSED N Inspections must be performed eve seven calendar days and immediate) after periods of rainfall greater \i EW SEPTIC SYSTEM every Y Y p 9 _� �' S FOR A 5 BEDROOM RESIDENCE than one half inch. Maintenance measures are to include, but are not limited to cleaningof recharge \ DATE: ' g \ \ . - (1) 1200 GAL SEPTIC TANK ST 2/ 16/1 basins, sediment traps and d wells cleaning and repair of sediment b ,/ \/ ( ) 5 p ry g p barriers, repair of berms and runoff � V � 'r;,,,, FT DIA LD diverters and cleaning and repair of inlet protection devices. \ !t:"B'° ill.>'' - IO x 2 FT 9 p P � \ - \ L \ ;: 3 (5) 81 ' HIGH SCALE: - - K. Duringconstruction the contractor will comply w' - DIA x 2 LEACHING POOL (LP) with all I vs" - 1' o" local r `` p y regulations concerning the disposal of solid \ FUTURE LOCATION FOR (3) 8 DIA x 2 ,, waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. ' A �- V \ . �` HIGH LEACHING POOL (EXP) SHEET TITLE: Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control LIMITS Ol=`CLEARING \ \0 IMITS OF CLEARING AREA OF AREA- OF PROPOSED the buildup of debris. The contractor shall periodically clean up any debris accumulated along the ! \/ � PROPOSED LAND DISTURBANCE temporary fence and empty the dumpsters regularly. EDGE / LAND DISTURBANCE The contractor will report any required modifications to the SWPPP necessitated by field conditions or OF � \1/ - PERMANENT STORM WATER RUNOFF SITE PLAN MARSH / \/ J\' CONTROL MEASURE (DW-A): NEW construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. -` \ � � °' UNDERGROUND DRYWELLS (8 FT DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE `/ �' s% I\/ � \/ \ , , DIA x 2 FT HT) FOR RAINWATER moi; \� �= RUNOFF FROM GUTTERS AT THE Construction materials shall include concrete wood forms, building lumber and associated metal attachments, � \ BUILDING STRUCTURE 2 SHEET NO: precast concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, � Z � \/ \' 1NORM rl� 0 flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall w r SALT M�4�Sf-fVo PROPOSED PUBLIC WATER SERVICE board, batt and rigid insulation, piping for plumbing, outdoor paving materials. o Z i / \� /o SCALE: 1" = 10'-0" Ci0REY r o .INE FOR NEIGHBORING RE5IDENGE . Waste materials shall include demolition materials from the existing building structure, unused building ,o materials and products, trash from construction workers meals and drinks. Project site shall have a dumpster CiR '' V_ L N TIDAL WETLANDS BOUNDARY DELINEATED that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private carting � BY EN-CONSULTANTS 5/25/12 (FROM SURREY company. / � �_/ VI/ ,,/ I V, ,`/ BY PEGONIG SURVEYORS, PG DATED "1/25/12) BIDDING & PERMIT SET uTSTRUCTURAL REV I EA BY STEVE MARESCA, PE 88-0-7 WEST MONTAUK H 1 GHY A -r, HAMPTON BA`T'S, NY 11 cf4& SIMPSON LSTA - 20 GAGE PHONE 651 -728 X480 RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION 24DESIGN CRITERIA: REQUIRED - 24 FROM ICE SHIELD " FROMMENT S I N6LE FAMILY RESIDENTIAL EDGE DE51 GN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT PRESCRIPTIVE METHOD i ALTSIMPSON ERNATE POSITION of S5'-O" MAX I MUM GROUND SNOW LOAD - 4 HURRICANE CLIP USE r.' PSF. FIRST LEVEL - 40 PSF. L.L. LIVING AREAS - 40 PSF. L.L. SIMPSON H2 HURRICANE Z CLIP NAILED. FROM BEDROOMS - 50 PSF. L.L. LL ., RAFTER L ALTO L RATERS FIRE AREA WIND SPEED - 120 MPH 5 - ad NAILS EACH END RE ® � SEISMIC DE51GN CATEGORY - 5 'J �j 1 D�NG�� X - O WEATHERING SEVERE _ APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 56" 0 H PLATE. NAILS R O.G. AT TERMITE MODERATE TO HE,hVY EXTERIOR - OD EDGE OF ALL ® O SHEATHING. TYPE OF CONSTRUCTION DECAY - SLI0 GHT CONVENTIONAL LIGHT FRAME 1NOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES V ni CONSTRUCTION D Q O GENERAL NOTES U) w Lu I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ® Q ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING TO OVER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES. � BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14. TH15 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY LIJ Q. MINIMUM 28 DAY STRENGTH OF 3000 PSI SIMPSON MST2"I CONSERVATION CODE. 1 1/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL r- METAL STRAP ®48" or,. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. W 1` 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DOUBLE TOP 2 x 6 ®Ib" O.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. Xna STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFIED BY GONTRAGTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AROUND SILL PLATE AND OWNER. 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L la. DO NOT BACKFILL AGAINST FOUNDATION WALLS SIMIPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 11/2" WIDE - 20 GAGE LESS THAN 5%' CONTRACTOR SHALL VERIFY THAT FiETAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL NAIL. SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR Ed NAILS a 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z Ln 0 2 x 6 BILL PLATE '7. M w N < *• ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND �2 4 ACG TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 41.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ti BY TRIPLE UPRIGHTS. NEW YORK STATE BUILDING CODE. ALL HEADERS TO BE .J Q o BEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. O FOR DEs1GN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W .w Z �a 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRINGA BUILDING PERMIT 1-- w LL PENETRATIONS < Z NOW REWIRES THAT ALL SLEEPING ROOMS IN THE W3:• w 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED $ a N 5 o CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. M W . N O 1 x � D DECKS ETC.. . 23. THE NY5 CODES ALSO APPLY TO ACCESSORY HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAW I NGS. STRUCTURE DESIGN. CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD co co SEE SHEET #4 FOR FOUNDATION DESIGN SPECIFICATION FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT, FEDERAL, STATE AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. C CN FS J,, NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" t PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d 12" o.c. ,T", o BETTER. 51 ZED FOR COMMON NAILS; CONTACT ARCH I TEGT FOR BOX NAIL SIZES INTERMEDIATE. a. � -� -� •-!� h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" PROJECT NO: MIN. THICKNESS OR AS NOTED. Ii. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1105 RAFTER/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o 10 o GE I L I NG JO I ST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JO15T/PARALLEL RAFTER ?-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION '7-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-5d (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-5d (TOE NAILED) o Io RIM BOARD/RAFTER 2-16d (END NAILED) 4. ALL HEADERS 6-0" AND OVERSHALL BE SUPPORTED TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE. TOP PLATE/TOP PLATE 2-Ibd (PAGE NAILED)� TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 2/16/15 TOP PLATE AT INTERSECTIONS 4-16d (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. a STUD/STUD :2-16d (PAGE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND 100< O <,45 O ® 8'-O" O.G. MIN. PROVIDE ' SHEET TITLE: BOTTOM PLATE/FLOOR JOIST 2-Ibd (FACE NAILED) 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) W CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. EB h BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD ANDD GABLE ROOFS STRUCTURAL BLOCKING/JOIST 2-Sd (TOE NAILED) stairs etc.) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NAILED) O O 100< 0 <,45 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & PROVIDE 8d COMMON NAILS ® 4' o.G. to < o 4,3o LEDGER 5TRIPBEAM 3-Ibd (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGERBEAM 3-5d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT HIGH PRESSURE ZONE - 6" o.C. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 100< o <,30 O PLYWOOD ROOF DECKING Sd @4" O.G. EDGES, (98" O.G. FIELD "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. STRIP SHEATHING 5d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE ad NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd (P4" O.G. EDGES, 08" O.G. FIELD Q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5U5FLOOR DECKING 8d @6" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 4-I0d NAILS AT SILL AND PLATE. FACILITATE 0ON5TRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVAN I ZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. BIDDING & PERMIT SET 32'-0" 3'-`V2" '1'-2" '1'-lOy2" a�_I 1�2 5y2" 'R)> 32'-0" I Q I I Q GONG. PADS FOR SUPPORT OF 6' 7" 5'-�2" 18'-�2" NOTE: 6x6 TR. WD. POSTS ABOVE PROVIDE 3/4" PLYWD. DECKING IN ATTIC, IN AREAS w/GREATER THAN 2' I _ I HEADROOM --------------------------- ------------- -, _w TW2 32 TW2 32 TW2 32 TW2642 2642 TW2642 ----- - I I _j4 I ---------- -------------tw------- II (3)2x H R--------------------- — i �------ p ----- �I I I L•• I n I I I 1 1111 1 I 1 1 t 11 I �j I I I , L. 8 THK. REINFORCED POURED GONG. FOUNDATION WALL i I 1 j 110 1 I u i r I O w/DAMPP OFING 4 I" GONG. " J. I APPLIANCES BY I = l — ------------- O I. 1 ! STUCCO A OVE GRADE N ® I I MASTS WALK-IN O , OTHERS ,,,--'' d 11 " 11� 1L-------- I I dJ i 1 I `Vs TJI/230 ®Ib O.G. I I� ____-------- I I 8�2 p o BATH °� CLOSET O -'' L� i _ bras-- II 11 N I I o N - y2 �_ n 1..: I - OL05ET UNIT I I I I I I I ► I I I 1 CEDAR SHINGLE EXTERIOR FINISH 1 - L BY OTHERS 1 L------ 1 1 I - I Ilh r------- I ~ i i I I.` I I 1 1 I I x ON 30# BLDG PAPER ON 5/a" I I 1 =ry I I I I � L— I island N I + III RA�ED GLEAN SAND I I , , , I I , I I III PLYWD. 5HEATHING ON 2x6®I6" 1 I ------- --------- t 1 1 1 i I, •� i I I I I I I WOOD STUD FRAMING W r- rt---- tt-� GIRDERS--- i I -------I J -� , R!F I I FLUSH ONE HEARTH I LINE OF WALLS�ABOVE ; ' _ — ---_� *— _------ : .I i o � I I III I ____________________-j t I _ 1 O , W8x24 HDR ABOVE FIREBOX. Q SHOWN DOTTED I I _ I (2)II ' " _" - �" -�_- _ YBI LVL � xll I . PL. RIDG�II - � O SEE DETAILU. J I a I 1 I I I I I I I I g i --i -�'� cV I I ' PROVIDE INSULATED ENCLOSURE I t I I (2)I/4 xl 1'/1a LVL O O i t , ► I 1 I 1 I I I (5)2x4 POST N I 1 I I FOR WATER SERVICE WITHIN 36" i I 'I I I I 1 1 (5 OOM I I l i' I I I 1 1 I I /' O O I --f— Ir I I I I I I PULL DOWN I 4x4x1'4" 5TL. COLUMN TO RIDGE 1 , �_-___�_____� r__�_ , ON FINISHED GRADE AND TO 1 v , I , _ I 1 1 ath r I telling I I CUSTOM CRAWL , I HEATED SPACE ABOVE. VERIFY 1 I I I ___ _ ATTIC STAIR z O ACCESS DOORS I , I I I I 1 1 I I , O I I I , , o , I 001 d�N PLYWD. FABRICATED OF I t I I t I I I I DETAILS w/ARGHITEGT I - I I - - d I - l l dJ 1 I I I I 1 I 1..` dJ r> I I I I I NDERL Y $ I1' G N PVC, w/HARDWARE I _+________-� , L_ , I , 1 I N N N !X I I UJ ,1 ' II O O _ __________ -- I ® I.: I = I �' `�i I RN¢�1�1ENT L ---i 1 (4) 8"xlb" GMU PEDESTALS ON I i 1 I � '� R - ® �, I I 4x4xy4" 5TL. BOTH ENDS ENCASED 1U) I I , I t O , I, I - I v --- IX I I °+ `� 1 I OBEA 5 I IN 4 BEARING ON SOLID r JOINED GRADE BEAM m I: t d < O p MASONRY N al t I I 8" THK. REINF. GONG. -� _ x I /gyeen _ ll CII I I , , �• I N I +gyp J I q, ( x N =ry I I I I 1 I FOUNDATION WALL. SEE _ 1 `C TI. ' I 1 1 I I SECTION 4 DETAILS _N I I: i � % � <� lS" — ' I x I 1lllll I I a .. tt I I NI I I AI L I I I 1 I ' 1 I BEDROOM x I ONS li NI I IX11�J , I --------� 1 s9 ui I Z(:)%: WOOD FLOOR N (2) -1N O ------ I /4 PLYWD- DE K I' � , I--L----J ,------r— -j---------J Y I � I 3 �� IV I I---------- - i 10 HD---- (3)2x6 LVL CORNER i i ------ i -+------i L-----I -------�- i i q HIGH TRAY GLC. -+- 6 2 4 O W _ ------ i I RAKED GLEAN SAND IIII I I �� I•• I 4" POURED GONG.ISLAB t I �, 1 2x10 �Ib R.R. 2xl @10R.R. 1 Q _ I L-------- �-�-� —L , 1 IPE DECKING ON SLEEPERS ON uj -del I I , w/bxb, I01fo MM, w,r'MIN. 4" I I II ------�=---- I I BEARING ON FOU ATION I ' O I I = WATERPROOF MEMBRANE ON PLYWD. A/ t ___ 2x10®I6" G.J._ _ I - ROOF D GAG O DECKING ON WOOD FRAMING BELOW. LZ mill ®a'-O"'°`.i=.l=. SEE SECTION 4 DETAILo a 1 I __ 1' I (2)2x10 HDR I WOOD HANDRAIL ON PVC, RAILING, TT ~ ANCHORED SECURELY TO FRAMING i L-- ----------------- ----------------------------- -- --------- - ------1-------------A281 J_ -j TW30410* TW3 10* TW30410* I ~ ty TW28410 TW28410 b'-Sy2" _ l0" -�_4V:2 12'-3y2" 7--/2 12'-b" I u I'M' D A" p0 Noruff N P L 1 A Am0 N D F L 0 0 R% P "LA I I SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 32'-O" 2211 I „7✓ 6'_Sy2 '1'_�2�� I I'-8�� I 6�_1�� 7'-10" 7'-10" ?'-10" '-10" .1 A .0 e 12' O" 8'-3y2" 611_211 31_a11 SES Z 4x4 TR. WD. P05T w/Ix PVC, CASING N I I v -611 J E- o y a O M ------------------------------------------- --------------------- -------�------------- -- TW3 10* TW232 m r ° I ______ I W J• � 3 _ 1 W z w a ---- — ---------- -c I"D ------------------ ------------------- ------------------- ------- ---------- I I I W• U w c 1 ------------- -------------------- -------------------- -+--------- I 1 I CEDAR SHINGLE EXTERIOR FINISH ------ � � a N c� 1 to 10" DIAMETER LIMBER PILING i i i 1 o tl MECH. s = ' N o 4 I I p I I O _ I ON 30# BLDG PAPER ON /e W DRIVEN TO MINIMUM BEARING i i - m Roots PLYWD. SHEATHING ON 2x6@16" ~ CAPACITY OF 15 TONS PER 5PE05 I j i i i _ = TJI/230®I6 F J. O _ I WOOD STUD FRAMING 24" x 24" REINF. GONG. GRADE I i i i i `f, LO N YV L NDRY ° Hyy BEAM FOOTING BEARING ON PILINGS. i i i by2" I R OM �° GONG. I'-8y2" °�I I SEE BLDG. SECTION $ DETAILS — I I I I I _ F- SLA -'ary BO1� ROOIFY M EQ�PAw�ROHITEGT PRIOR I 1 LINE OF 8" THK. REINF. GONG. �2 i I I I w GUEST twin BROOM FOUNDATION WALL ABOVE I =N i i i �__ BEDROOM 5'-O" ° TO INSTALLATION ------------ I L WOOD FLOOR ° E ii I I i °+� BRICK FACING ON MASONRY 1 I I I I 4-8y2 4'-5y:2" 2'-O" �2)2xio CHIMNEY w/GERAMIG FLUES �® �— G Or Plf tn✓ I III ; I r------------------- °+1° i n O PROVIDE ASH GLEAN-OUT 1O,_ 1 I 1 i �® QI QI I N AT GRADE i s 4' F':j I I I }. .!�'' N IW W I W 111 �� °" I l';:>=•., I y. x [Al tul tul 1 36 WIDE STONE TILE HEARTH ON G� MUD w/WOOD BORDER FOR i 1` I 1 I 1 t i O SHELF 4 POLE LIN. �'O - - -I I I I INSTALLATION OF WOOD STOVE �x I � x 1 �I Ii>✓iILY ROOM l l INFILL BEAM/BAY SPACE FOR HVAC, PROJECT NO: TYP. � � GYP. BD. FINISH I I OOD FL OR 1 I FL OIIN DUCT FOR GREAT ROOM ABOVE 1209 EXCEPT AS NOTED 4x 1 FIR 1 t t 11 Axl DRAWN BY: 1 1 i I i i i GUEST __ (4 II I N = - TS I I I 1 — (3)2x6 ( _ry CHECKED BY: Ir------------------ -------------- --=I ---------- (n WOO FLOOR I S`O+ 3 xl0 HDR GONTINU US (n — - - —,— - - I- -------------- --------------- -, - - N -- --- � _ � (3)2x6 LVL CORNER DATE' 1 1 1 _LJ 1 I I _____ ____-- TW2642 2642 TW2642 i 2/16/15 I III I — I I r---- ---- --- I I I n " qV2 TJI 230016 F.J. ______ I I SCALE: I I 1 I I I I I 1 , _ BLUESTONE PAVING ON GONG. SLAB, �� _ �� 1 I i 2'-10' i l i i i l l i 0 PROVIDE GYP. BD. FINISH -----; --- I PITCHED TO EDGES. SEE SPECS. 1/4 — 1 — 0 IN ARE GREATER IN I O HGT. T _-_ _ __�____ ENTRY FOR H I SHEET TITLE: I I I 1 1 1 I I I I I I " " I I I I I I J---------� i l i 5-0 3-O x i _ PVC, RAILING w/WOOD HANDRAIL 1 1-------- ----------------------' I I L------------- --- I— El - I I I ----------- I I I I I / --- ---------------------- ---I----------- -------------- I 1 -----------1------�--- ------------------------ -------------,- -- ----------- i ------ - (4)2x6 CASED POST PLANS 7_ _____-___L_� TW30410* TW30410* I (3)2x1 FLUSH ASED BEAM I I I - L-------------t �N Ul 12' O" 6'_3y2" 5_1y2I 8 I 2" Ile b'-5y2" 13'-Oy2" 5y2" I . I I SHEET NO: 121-6 00 LMA Im PkILIPMOUA0% PLAN. br- FLe% nln SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 520 SF MASONRY CHIMNEY w/BRICK FACING. PROVIDE SOLDIER COURSE AT FIRST FLOOR, ROOF AND TOP OF CHIMNEY I Ix6 FASCIA BOARD, FLARED TO MATCH ROOF, vi Wo FRIEZE BOARD ASPHALT SHINGLE ROOF ON 30# BELOW OVER SHINGLES = BLDG. PAPER ON 5/4" THK. PLYWD. = DECKING ON RAFTERS @I6" O.G. _ - RETURN 20" ROOF OVERHANG AT GABLE END, ENOUGH TO COVER TOP EDGE OF CHIMNEY. PROVIDE LEAD z FLASHING AT CHIMNEY PENETRATION sF= W ---------------- --------------------------------------------------------------------- --------------- 2nd FLR PLATE --- ------------------------ Ix6 PVC FASCIA. PROVIDE V-GROOVE PVC VENTED SOFFIT BELOW Q ® %x4 FRIEZE IN PLACE OF UPPER CASING L J TW2432 TW2432 TW2432 O O TW2642 TW2642 TW2642 CEDAR SHINGLE SIDING PER SPECS. TW28410 TW28410 TW2642 TW2642 TW2642 TW2642 w/6" +/- EXPOSED TO WEATHER. PROVIDE WOVEN CORNERS O CUSTOM PVG RAILING w/WOOD HANDRAIL - O AT WOOD DECK OVER MEMBRANE ROOFING t 1 2nd FLOOR--------------- S N �+ CASED 4x4 TR. WD. P05T t BEAM AT O _ TW2432 FLARE SHINGLES AT LOWER EDGE. AT - ROOF COVERING OVER BACK DOOR * STAIR HALL, PROVIDE ORNAMENTAL PVC TW2642 TW2642 O W TW30410 BRACKETS PER SPECS. - WOOD DECK ON TR. WD. FRAMING AT U W _ _ BACK DOOR DECK � ----- ---- -------------------- let FLOOR --------------- -J� ------- - - ---------------------------------------------- ---------- ----- --- �-- - - _ " _ - --------------------- -- --- ---------------- IstFLOOR _ Lu -- I 1 1#-- = r` r 1 I I" THK. GONG. STUCCO AT EXPOSED FOUNDATION SURFACES I I I I t 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 1 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 Fj EL1zv-=z-mVAT-1ur% r1kmmTIMBER PILING, GRADE BEAM AND i m " i H i"E La A'1 "REINFORCED MASONRY FOUNDATION I ------- ! A J BEYOND -r-r-------------r- -------1r- ----- ---- L----------------- J - r �r - r_ nT------- r-�-------------------------------------------------i- �� - nT---------- r-r -r-� I I I �CAZE: ITAP - T D I 1 1 I I I I I SCALE: 1/4 - 1 .6 I I I I I I I I II 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 l�7 I I I I I I I I I i I II I I i I I I I I I I I I i I I I I I I I I I I II II I I I I I I I I I I I I I I LI l�II II II I I I I I I I I I I I I I I I I I I I I W41 11xj i1xi l.<7 1.C7 1.C7 C>.J Icx) C>.J C>.J C> J 06Z F QO Lu Q W LiJ v Lo w ASPHALT SHINGLE ROOF ON 30# o Q N BLDG. PAPER ON 3/4" THK. PLYWD. W• N x° M DECKING ON RAFTERS 016" O.G. T ,�- z z Ix6 FASCIA BOARD, FLARED TO - MATCH ROOF, w/Ix6 FRIEZE BOARD N cl)' BELOW OVER SHINGLES = z z N GLC. ® MASTER BEDROOM T ______________2nd FLR. PLATE I xb PVC FASCIA. PROVIDE V-GROOVE PVC VENTED SOFFIT BELOW TW26310 TW26310 TW26310 VINYL GLAD WOOD WINDOWS PER SPEG5., HW31611 f _ r„ w/'/4x4" PVC CASINGS 4 2" THK. PVG STILL TW30410* TW30410* TW30410* TW2642 TW2642 2642L LJ t „ {.� q �4 TW2 410 TW2410 � w 2nd FLOOR ____________________ ____ CEDAR 5HINGLE SIDING PER SPECS. PROJECT NO: -------------------------------------------------------------------------- w/b" +/- EXPOSED TO WEATHER. - --- - ------------------2nd FLOOR PROVIDE WOVEN CORNERSLIElfl---------------------------- -- 1209 T DRAWN BY: _ TS I CHECKED BY: DATE: TW30410* TW30410* FLARE SHINGLES AT LOWER EDGE. AT TW30410* TW30410* TW2642 TW2642 ;2642 2/16/15 STAIR HALL, PROVIDE ORNAMENTAL PV'G BRACKETS PER 5PEG5. SCALE: SHEET TITLE: ---------------------------------------------------- - - - ------------------ Ist FLOOR - 1 I" THK. GONG. STUCCO AT EXPOSED 1 ELEVATIONS FOUNDATION SURFACES STONE TREAD STAIRS ON GONG. I STRUCTURE w/STUGGO FINISH t I I I I I I CUSTOM PVC DOORS TO GRAWLSPAGE w GALV. HARDWARE I I I SHEET NO: I I I t I IIV0 IR T n L VA T I %Adjmb& I I I TIMBER PILING, GRADE BEAM ANDEmL `VAm"m10 'km REINFORCED MASONRY FOUNDATION ---------- ------------------- -r-r----------- r- r-- r- ---------------------�--i- BEYOND -i--r---------------- r-�-- r-T--------------r-T--------------r-TrLr--' SCALE: 1/4" = 1' -0" I I I I I I I SCALE: 1/4" = 1' -0" 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 II I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I t l 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 I I I i t I II 1 WOVEN GAP ON ROOF VENT STRUCTURAL RIDGE BEAM. SEE FLOOR PLAN ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON g/4" PLYWD. DECKING ON 2x10®I6" RAFTERS, vi/R-50 BATT INSULATION 4 INTERIOR FINISH }- bxW ORNAMENTAL DOUGLAS Lu FIR GROSS BEAMS, Z ATTACHED SECURELY BETWEEN RAFTERS, w/6x6" KING POST, W/BLOCK ATTACHED TO UNDERSIDE, 0 EXCEPT AT FAN LCL J O O 121 ROOF DECK DETAIL 10 7 z O o V r SPLICE RAFTER TAILS ONTO ROOF RAFTERS 4 EASE TRAN51TION OF ROOFING SHINGLES TO LOWER PITCH 1— � � Q 8 O w --- -----------------------------------------------------------+25.0' TOP PLATE 0- V Q — Ix& PVG FASCIA W/LEADER. PROVIDE W I V-GROOVE PVC SOFFIT W/CONTINUOUS GREA7 ROOM I I VENTING BELOW 4 1x4 CONTINUOUS FRIEZE BOARD OVER WINDOW HEAD CASING Q. I I W I I MAHOGANY RAILING ON VERSITEK (D P-- = � HANDRAIL. SEE DETAIL C) WOOD F OORING " PLYWD. RLAY O' ON 1-1/2' THK. V-G VE T4G I I IPE DECKING ON TR. WD. 5LEEPER5 ON 0 SUBFLO R ON HEA TIMBER 1-1146 WATERPROOF MEMBRANE ON PITCHED TR. PROVIDE LAYERS Y PLYWW D. DECKING ON TR. D. DECK JOISTS BEAMS L WD. I UBFLO R AT A /H!EA TIMBERS 1 �� I I m O 12 8 +17.0' TOP 5UBFLOR ----- - - — 4x110 TIMBER BLOCKS BETWEET - TIi,�'ffiER BEAMS, ALL SIDES CASED WOOD BEAM. PROVIDE V-GROOVE T46 VER5ITEK CEILING ON PORCH II � Ili i LAuNn I1°Y O - �ooM °� z. I � � : MAHOGANY RAILING ON VERSITEK TITLE F OORING O " SETTING HANDRAIL. SEE DETAIL Q. N r %0 BED O x/411 PLY UBFLOOR cII FLOOR JOISTS P OUNDATIO a _ � o � � MAHOGANY RAILING ON VER5ITEK BLUESTONE PAVING ON 5ETTING BED W J• z ON 4 THK. REINF GONG. SLAB - a z u. L D x HANDRAIL. SEE DETAIL II L L WOOD LOOKING ON 3 /4 PLYWD. Dv ui W SUIBFL OR ON FLOOR JOISTS N o IPE DECKING ON TREATED WD. PER FOUNDATION PLAN a N 0 t, FRAMING, 6x6 PO5T5 W , QF-• cDim TOP I a..[•:,ira,..�„.,�.N.,..c. ---------------------------------------+8.0 SUBFLDOR cl1 �'/^1 _'.• s..: +&A' TOP FOUNDATION %.� 'i', 'i *. (,''`;jv;yt. \'ir ti•.4,+t„Y-',� f'„� --------------------------------------- - ------------- G!OSE CELL SPRAY FOAM CONTINUOUS FLASHING YY : INSULA ERSIDE FIRST ION UND M1 i•: L FRAMING :•���• .i t” J •t': 1. 't •r t•' !. •'4 it .'a•. •'h•. t .�4' THK . GONG. •B LOCK TO SUPPOR T a w•'w•Y :. !• l: �:L .:err '•'�', - :•.J•'w::. ,.;y!,••'� / •�r 'a w 1. 1A K _ ,HAUNCH ,c- ••,:. °•>�»•>•: OF SLAB ABOVE r}h •.;:Ya a-' — r 4' •:4 r V 4' `4 W �//meq\/ f/A\� �/ r'w4. .♦,�.r 1♦i O, i' 'Y a+'• f' t5' C � f•• k' :'tr:: t,. c° C, '!a s” / rJ a[ .S•. w`t w a' 1" tr :.n'ta„a•:;. ..a..• w;..r•'..a ":•, ,amu. ' ' ' F :i i•1 ,y,. .I•• •V• • •r.r f L '< .Y r,. +Y I EXIST ING GRADE-- --------------- % ': ,: c:? //�// �f::• a.:.: -// // / // X1£3, / \ \ \' �"'' \ \ \ \ \ \ \ \ \ �- \ \ \ \ ':• � :' \ + TOP PILINGS ---- / PROJECT NO.: 1209 \ \/\\/\\/\\/\\/ \�` L \��� \\/\\/ / \/\\/\\� DRAWN BY: TS \/ \ \//\/ CHECKED BY: \ \ \ \//\ 7 DATE: 2/16/15 FOUNDATION DETAIL SCALE: it SHEET TITLE: BUILDING SECTION UQ Dco:)- U 0"� H SCALE: 1/4” - 1 _011 SHEET NO: 0. BIDDING PERMIT SET ASPHALT SHINGLE ROOFING ON 30# BLDG. PAPER ON 5/4" THK. PLYWD. DECKING CEDAR SHINGLE 51 D I NG ON 30# BLDG. PAPER EXTENDED RAFTER TAILS AT LE55ER ON 5/8" PLYWD. SHEATHING ON 2x616" STUDS \\ PITCH. INSTALL ROOF SHINGLES FOR w/BATT INSULATION 4 INTERIOR FINISH SMOOTH TRANSITION W Z .\ F 2x4©I6" SOFFIT FRAMING U. 0 A.OLpj FINISH FLOORING ON 3/4" PLYWD. SUBFLOOR ON zI- TJI FLR. JOISTS PER PLANS w/BATT INSULATION O M O 4" ALUMINUM LEADER PER SPEC I F I GATI ONS FLARE SHINGLES 3" AT PERIMETER w/GL05ER of ON I x6 PVG FASCIA BOARD II BLOCK BELOW V-GROOVE PVC SOFFIT MATERIAL w/Y2" ~ Q 2'-0" CONTINUOUS VENT AT OUTER, WITH SCREENING U) _ _ + 8'-O" TOP SUB-FLOOR O 00 z w O W 5/4x4 FRIEZE BOARD, IN PLACE OF TOP 0 CASING AT WINDOWS _ , (2)2x6 TREATED WOOD SILL uj o (2)#4 REBAR CONT. AT TOP OF WALL W Q. WOOD WINDOW w/VINYL CLADDINS CAST IN PLACE STL. ANCHOR BOLTS 32" O.G. #4 REBAR a 12" HORIZONTALLY 4 VERTICALLY v 3" 6" THK. POURED CONCRETE FOUNDATION WALL w/1" (oil THK. STUCCO FINISH ABOVE GRADE S `4•. = MAHOGANY TOP RAIL w/CANTED TOP •a #4 REBAR w/30" SPLICE SURFACE. LET 5UBRA I L INTO BOTTOM ELDSE : L tV d h r 2x4 PAINTED MAHOGANY RAILING •.d' (Oil 2x2 PAINTED MAHOGANY BALLUSTER _ + 3'-O 11 TOP LOWEST F I N I SH GRADE °d Z• O - 4x4 TR. WD. POST ATTACHED SECURELY TO ., co Q• M o m FRAM I NS BELOW. CASE IN IX PVC Ix4 IPE DECKING ATTACHED TO TAPERED TR. AR o' o to N WD. SLEEPERS ®24 .,: .. . /� W -j- STIRRUPS j•STIRRUPS X12" O.G. LL m EPDM MEMBRANE ROOFING ADHERED TO TR. \ \- \ \ \ ¢ ." `' ' ' �\ W• W PLYWD. DECKING BELOW, PITCHED Y4":12", ON �/\ i • ' ; ; : ; . ( AR EACH WAY 20" LONG OVER EACH PILING W• a N = M JOISTS BELOW / TAPERED DECK / • \ \ \ TOP PILING y \ Ix4 PVC CLOSER OVER DECK SLEEPERS N N xN\ � \ \ 41. •. \ \ \ �� 2x8©I6 FLUSH FRAMED DECK JOISTS I \BUILT-UP WOOD BEAM CASED IN Ix P\/0 / /,/X/1 3 MINIMUM COVERAGE OF REBAR 01 V-GROOVE PVC PANEL I NS ON GE I L I NS I TER TREATED TIMBER PILING EMBEDDED 6 �'!rG. FOOTING X�/ \ \ l Ix PVC FRIEZE, EQUAL TO BEAM REVEAL, ALL SIDES / / / / / / �`_ 0-111,.,.1 V N >1 t PROJECT NO. X \/XN 1209 \\ \\ \\ \ \ \ \ \ \ DRAWN BY: TS CHECKED BY: DATE: X SCALE: SHEET TITLE: ROOF DECK EAVE- coNCRETE GRADE BEAM SCALE: 1" = 1' -0" SCALE: 1" = V -0" 7 DETAIL SECTIONS SHEET NO: I � �` Dw I I 1 I T , E�fl// ASPHALT SHINGLE ROOF ON 30# ' i BLDG. PAPER ON g/4" THK. PLY!^lD. i \ I Itsland DECKING ON RAFTERS ®ib O.G. , \ , W R� Z r VENTED RIDGE MASONRY CHIMNEY w/BRIGK I I - - — LL .�I FACING. PROVIDE THRU i FLASHING AT ROOF LINE O O -- i � I , F-.4--- I / ' ' /' I I I O O PROVIDE SWITCHED LIGHT IN ATTIC I j -►-------a-� I r N i ' I I I fill i l b i i r 47Lu l� I O I I li `♦ c/) O --------------------------------� TO `. �� Qi MASTER I BE W � I � W Opp BEDROOM \ F-------------------------- ----- Lu > ' _`--------- - I I ROOF DECK W �.. d F L I - - I I I I i ■ rLELEC%TR� C PLANO vmft OW& jmk rk 1 11111—Al tj a SCALE: 1/4" = V -0" k"'k, %juF ur" LAlm- SCALE: 1/4" = V -0" 06 z• co Q• `� M r r MAIN Li 0 ° v .41 NEL wz_ w W• U w Lo 5/17 I i a C-4 Lo 0i LAUNDRY AG Q ROOM �w 1 I 1 twin �� 11 1\I , BOILER r ` \ GUEST EAHU BEDROOM I , • ��..LL,, G/ ��or NC-1,,/ � ELECTRICAL LEGEND 4PDUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT ' � � ` • 22ov RECEPTACLE OUTLET SWITCH QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH I I 1 1 1 I I �� Fly OR OU !�ET I )\ HALF HOT RECEPTACLE OUTLET 5WITGH DIMMER \\ ��F350 c ® W ' F ILY I I I I I I i t ATER PROOF RECEPTACLE OUTLET TELEPHONE — R M • �^ GROUND FAULT INTERRUPTOR OUTLET Q TELEVISION % PROJECT NO:` SMOKE DETECTOR IwIRE FA THRU TG DECKIA& 1 209 HIGH HAT FIXTURE — --IJABOVE HRIOR T61 r1 I DRAWN BY: G/ CARBON MONOXIDE DETECTOR -- --- JNSTALL TION O IN. FL.I �v HIGH HAT FIXTURE LOW VOLTAGE � 11 11 UP I I I f BOA � �I � �1 I .�.S DIRECTIONAL HIGH HAT , GUEST --- ---, \ SURFACE MOUNTED CEILING FAN r CHECKED BY: SURFACE MOUNTED CEILING FIXTURE / BE ROOM '' ' ------ ' ,' - �`I ,__I I I`d SURFACE MOUNTED LOW VOLTAGE SPOT �•1 UNDER CABINET STRIP HALOGEN FIXTURE ------ i I �� \i I r I I N ® DATE: 4 SURFACE MOUNTED WALL FIXTURE SURFACE MOUNTED LIGHTING TRACK � D'� i --*PG i I � 2/16/15 Q AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN O r r SCALE: ' 1/4 1 - 0 ® STRUCTURED WIRING JACK ; ------ r i �� - � �� ------ ;------ __ SHEET TITLE: TO 5/y7 ----------------- -- ABOVE ENTRY PORCH ELECTRIC LAYOUT PLANS Ist FLI'l-l"It"" . EL "Em (o";% TRlL; rLAPImm SHEET NO: SCALE: 1/4" = V -0"