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HomeMy WebLinkAbout36764-Z SUFFaIK Town of Southold Annex 10/5/2012 cOGy P.O.Box 1179 N z 54375 Main Road oy Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35991 Date: 10/5/2012 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2740 Deep Hole Drive, Mattituck, SCTM#: 473889 Sec/Block/Lot: 123.4-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/7/2011 pursuant to which Building Permit No. 36764 dated 10/19/2011 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;which includes: Living Room, Dining Room, Kitchen, 4 Bedrooms, 4 Baths, Powder Room,Pantry, Elevator, Mud/Mechanical Room, Fireplace, Stair Hall, Entry Porch,Walk-In Closet, Screened Porch, Laun , Storage Room, 2 Car Garage, for. The certificate is issued to Martin,James&Denise (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0022 9/28/12 ELECTRICAL CERTIFICATE NO. 36764 8/2/12 PLUMBERS CERTIFICATION DATED 8/30/12 Perfection Plumbing A I 4f u/ A orize Signa re ,r F014 TOWN OF SOUTHOLD BUILDING DEPARTMENT a ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36764 Date: 10/19/2011 Permission is hereby granted to: Martin, James & Denise 135 W 70th St New York, NY 10023 To: Demolition & Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 4 Baths, Powder Room, Pantry, Elevator, Mud/Mechanical Room, Fireplace, Stair Hall, Entry Porch, Walk-In Closet, Screened Porch, Laundry, Storage Room, 2 Car Garage, as applied for. At premises located at: 2740 Deep Hole Drive, Mattituck SCTM # 473889 Sec/Block/Lot# 123.4-11 Pursuant to application dated 10/7/2011 and approved by the Building Inspector. To expire on 4/19/2013. Fees: o CO -ALTERATION TO DWELLING DEMOLITION $2,644.60 Total: $2,694.60 aey Ll C) Buil ing Inspector � 'SUFFQi TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE a . SOUTHOLD, NY yfj O�',s "��:rrGIP 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#: 36764 Date: 10/19/2011 Permission is hereby granted to: Martin, James & Denise 135 W 70th St New York, NY 10023 To: Demolition of an Existing Single Family Dwelling, as applied for. At premises located at: 2740 Deep Hole Drive, Mattituck SCTM # 473889 Sec/Block/Lot# 123.4-11 Pursuant to application dated 10/7/2011 and approved by the Building Inspector. To expire on 4/19/2013. Fees: DEMOLITION $524.20 CO -ALTERATION TO DWELLING $50.00 Total: $574.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ? 3),Uc o IAo LC 00 (y t, T(T(A G House No. Street Hamlet Owner or Owners of Property: 1_ M ('S ��(`:lJ d S e-. KA CIA- vw Suffolk County Tax Map No 1000, Section ( Z'IS Block 0 Lot Subdivision Filed Map. Lot: Permit No. (o Date of Permit. (7 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate .Final Certificate: (check one) Fee Submitted:$ � U d e d Applicant S nature o��OF SO�lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 1 roger.riche rKED-town.southold.ny.us Southold,NY 11971-0959 ic` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jame Martin Address: 2740 Deep Hole Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 36764 Section: 123 Block: 4 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph 300a Heat oil Duplec Recpt 64 Ceiling Fixtures . 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures. 22 Smoke Detectors Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures 64 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt gas Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 2-15 Switches 76 Twist Lock Exit Fixtures TVSS Other Equipment: 300a underground service, 5-paddle fans, 5-exhaust fans, elevator-2.5hp-30a disc 6 ARC fault circuit breakers Notes: Inspector Signature: Date: Aug 2 2012 81-Cert Electrical Compliance Form.xls TEL.765-1802 u �o�vFFUtkcOli TOWN OF SOUTIIOLD o OFFICi's Ol-BUILDING INSPECTOR P.O. BOX 728 o 'r 'TOWN IIALL SOUTHOLD,N.Y. 11971 i C E R T I F I C A T I O N .Dat Building Permit No. ✓�'� 7 y Owner )lease print) ase print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plulaber's signature) sworn to before me this Ld - --��--day of � - _Ott Notrary Public is - County Notary Public, Lorraine LaRosa 140TARY PUBLIC,State of New York FJo. 01 LA6059257 Qualified In Suffolk Count / Commission Expires May 9,20,� • ao TOWN OF SOUTHOLD BUILDING 'DEPT.' 765-9 802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G i DATE IIIA6 INSPECTOR S OF SOpT�olo cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND TION 1ST [ ] ROUGH PL13G. J [ FO DATION 2ND [ ] INSULATION [ ' RAMING TRAPPING [ ] FINAL Ile, - FIREPLACE A CHIMNEY FIRE SAFETY INSPECTION ] [ ] [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR oF so,3 �76� �lyolo y�OUNi'1,� TOWN OF :SOUTHOLD BUILDING.DEPT. 765-1802 .INSPECTION , ' [ ] FOUNDATION 1 ST XROUGH PLBG. [ ] FOUNDATION 2ND [ - ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: cod— eD JV DATE INSPECTOR OF SOUryolo • ao UOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN.SPEC T ON [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F�� DATE �� �3 INSPECTOR 2�' ' - OF SOpT�olo 3 7 � ` �OUN1Y,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR oF soujyo`o ��yoourm,�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . '. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ } ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR ' OF so(/T�o / courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 Y INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �--4�7 ELECT AL (FINAL) REMARKS: t DATE INSPECTOR. LATHAM SAND & GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318•Evening(631)765-2382 December 6, 2011 Burger Construction Corp. P.O. Box 934 Cutchogue,NY 11935 r� ii Re: Martin residence—2740 Deep Hole Dr.,Mattituck Piling Certification BID.G.UPI' '1D\'UN OF SDDTHDLD Piling driven for building foundation as follows: • All piling located by surveyor as per piling plan of Samuels& Steelman. • Piles used were 10"butt, 1.0# CCA-C treatment, 16ft in length. • Piles were driven individually to grade beam elevation. • All piles driven by drop hammer,hammer weight of 2500 lbs. Total drop 22 vertical feet in enclosed lead. All piles in excess of 15 ton minimum capacity. • Four piling driven under generator pad driven to approximately 12' penetration, 15+ton capacity. All piling were driven on November 2-7, 2011. IN �L(: N1. Respectfully submitted 41, I c�9 q John D. Hocker,P.E. Vice President JDH:mgl Marine Construction 9 Dredging 9 Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development !If VMV -Wnw— ILI' ROUGH FRAM O MWrq& a wuzw1m, 61WA PU ING W19, MEM INOMATION PEA N.Y. STATE ENERGY CODE MPROOMMINVA m WA MAIM m ADDIVONAL.�O TS 4 TONYN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,.before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX:.(631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined r / 20 ' Storm-Water Assessment Form ' / Contact: Approved / ,20A Mail to: Phone: Expiration I 20 13 Building Inspector APPLICATION FOR BUILDING PERMIT Date ;r ' , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee.according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval.of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in,whole 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-i 8 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. —Vol (Signature of applicant or name, if a corporation) (Mailing address of applicant) ff735 State whether applicant is owner, lessee, agent, architect, engineer,.general contractor, electrician, plumber or builder Name of owner of premises GJ � (As or,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: Locati n of land on lh' h proposed work�b6 ; Girl' l LC " House Number Street. Hamlet County Tax Map No. 1000 Section �2� .Block. Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of.work(check which applicable): New Building Addition Alteration Repair Removal Demolition X Other Work yr�%�VJIW7,1691-1 _ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units . Number of dwelling units on each floor If garage, number of cars Z- 6. If business, commercial or mixed occupancy; specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear �� �T Depth 2 /� Height .Number of Stories / ` Dimensions of same.structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front /�'7 Rear �(0 �� Depth Height • Number of Stories Z 9. Size of lot: Front co .✓ l Rear D �Depth 5 6 ( 10. Date of Purchase Name of Former Owner 11. Zone or use district in-which premises are,situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO? 13. Will lot be re-graded? YES NO?!�,Will excess fill be removed from premises? YES NO> WY 14. Names of Owner of premises Address 37�YPhone No. ZG � Name of Architect %�A S,40GOzL9 Address 252„z5`4Ak!q ,P Phone No �P Name of Contractor• e'� Address 'ZS i --7 Phone.No. 7 ¢ 52/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V'NO * IF YES', SOUTHOLD TOWN TRUSTEES &D.E'.C. PERMITS-MAY BE REQUIRED. b. Is this.property within 300 feet of a tidal wetland? *'YES �NO * IF YES, D.E.C. PERMITS AY E*P-QUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants,and restrictions with respect to this property? * YES NO, . *'IF YES, PROVIDE A COPY. STATE OF.NEW YORK) SS: COUNTY OF Sof;fit_ being duly sworn, deposes and says chat (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ��l 7 (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 before me this day of R Ma'( ry rP65biie, Sfa ' spa v�;a 1ii C 2 nc �60442467 Y {YaT�I ar 'r. �v3Zs�'7 Notary"�;E'iib�ic S gnature o Applicant C.minissl6ii Expires May ®, I Jill M. Doherty, President ��®F S®UPg® Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O �® 54375 Main Road P.O.Box James F.King 9 ' Southold,New Yorkk 11 11971-0959 Dave Bergen G John Bredemeyer 'p i0 Telephone (631) 765-1892 Cou V, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 16, 2011 I Mr. Thomas Samuels Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 RE: JAMES & DENISE MARTIN 2740 DEEP HOLE DR., MATTITUCK SCTM#123-4-11 Dear Mr. Samuels: The Board of Trustees reviewed the site plan prepared by Thomas C. Samuels R.A. last revised May 20, 2011 and determined the proposed demolition of the existing single-family dwelling, construction of new dwelling on pilings, new sanitary system with fi I, new permeable driveway and attached two-car garage to be out of the Wetland jurisdiction u 1der Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of tt a coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without further authorization from the Sout gold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It s your responsibility to ensure that all necessary best management practices are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation ithin Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result fro your project. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, k I M. Doherty, Presid t Voard of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIO q NOW Facility DEC ID 1-4738-01189 PERMIT Under the Environmental Conservation L ECL Permittee and Facility Informatioin Permit Issued To: Facility: JAMES MARTIN MARTIN PROPER Y 135 W 70TH ST APT PHB 2740 DEEP HOLE RISCTM# 1000-123-4-11 NEW YORK,NY 10023 MATTITUCK,NY 11952 (631)484-0976 Facility Permit Contact: SAMUELS & STEELMAN ARCHITECTS 25235 MAIN RD CUTCHOGUE,NY 11935 (631)734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Vattituck Facility Principal Reference Point: NYTM-E: 709.5 NYTM-N 4540.3 Latitude: 40°59'13.2" Longitude: 72°30'34.4" Authorized Activity: Demolish existing dwelling and abandon existing eptic system. Construct new single family dwelling With associated decking, driveway and septic systc in as shown on the attached plans prepared by Thomas A. Samuels, last revised 6/27/11, and stamped "NYSDEC Approved" on .9/1/11. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01189/00008 New Permit Effective Date: 9/2/2011 Expiration Date: 9/2/2016 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is ontingent upon strict compliance with the ECL,all applicable regulations,and all conditio s*included as part of this permit. Permit Administrator:ROGER EVANS,Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY B K,9:00 -3409 p Authorized Signature: ` Date Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIO Facility DEC ID 1-4738-01189 Distribution List SAMUELS & STEELMAN ARCHITECTS Habitat-TW KEVIN A KISPERT Permit.Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMIT NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 6/27/2011 NATURAL RESOURCE PERMIT CONDITIONS - Ai 3ply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit m st be in strict conformance with the approved plans submitted by the applicant or applicant's agent a part of the permit application. Such approved plans were prepared by Thomas A. Samuels, last revised. /27/11, and stamped "NYSDEC Approved" on 9/1/11. 2. Notice of Commencement At least 48 hours prior to commencemeni 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 returne d, along with photographs of the completed work. 3. 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. 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 adjace t area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 1 C 0 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01189 6. Concrete Leachate During construction, no wet or fresh concrete or eachate shall be allowed to escape into any wetlands or waters of New York State, not shall washing 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 disp ace water within the forms. 7. Straw Bales or Other at Tidal Wetland A row of staked straw bale or approvable erosion control devices shall be placed at the landward edge of the buffer area or as per tl ie approved plans linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,_I irior 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. 8. Direct Runoff Away from Tidal Wetland and Buffer Roads, drive,vays, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer eas. 9. 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 li of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward sidi between the fill and the wetland or protected buffer area. Tarps are authorized to supplement the a approved methods. 10. Seeding Disturbed Areas All areas of soil disturbance resulting fro n the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately followij ig project completion or prior to permit expiration,whichever comes first. If the project site remains ir active for more than 48 hours or planting is impractical due to the season,then the area shall be stabiliz d with straw or hay mulch or jute matting until weather conditions favor germination. ' 11. Temporary Mulch,Final Seeding If seeding is impracticable due the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliesl opportunity when weather conditions favor germination and growth but not more than six months af ter project completion. 12. Clean Fill Only All fill.shall consist of clean sand, gravel, or soil (n Dt asphalt, slag,flyash,broken concrete or demolition debris). 13. Driveway/Parking Area of Pervious Material Driveway and park ng areas shall be constructed of NYSDEC-approved pervious materials. 14. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site i echarge. 15. Establish Vegetated Buffer To protect the values of the tidal wetla ids, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the na al vegetation or topography within an area extending 100 linear feet landward of the tidal wetland boi indary. 16. Sanitary Systems above Groundwater Sanitary system(bottom o tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 17. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the departme 's Tidal Wetland jurisdictional area at the project site. The'area remains a regulated area subject to Tida Wetland Land Use restrictions of 6 NYCRR Part 661. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIO Facility DEC ID 1-4738-01189 18. State May Require Site Restoration If upon the expiration or revo ation 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 Environ erital Conservation may lawfully require, remove all or any portion of the uncompleted structure c r 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. 19. State Not Liable for Damage The State of New York shall in no ca 3e 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 su h damage. 20. State May Order Removal or Alteration of Work If future operat ons by the,State of New York require an alteration in the position of the structure or work herein author zed, 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 velfare 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 hazar s caused thereby without expense to the State, and.if, upon the expiration or revocation of this pem tit,the structure, fill, excavation,or other modification of the watercourse hereby authorized st.all not be completed,the owners,.shall,without expense to the State, and to such extent and in suc time and manner as the Department of Environmental Conservation may require,remove all or at ty portion of the uncompleted structure or fill and restore to its former condition the navigable and flooc.capacity of the watercourse. No claim shall be made against the State of New.York on account of any 3uch removal or alteration. 21. Precautions Against Contamination.of Waters All necessary prec Etutions 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. GENERAL CONDITIONS - Apply to ALL Auth rized Permits: 1. Facility Inspection by The Department The permitted site or facili 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 determi a whether the permittee is complying with this permit and the ECL. Such.representative may order a work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's repr sentative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and speck 1 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 oft iis permit. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATI Facility DEC ID 1-4738-01189 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 T. e permittee must submit a separate written application to the Department for permit renewal,modif cation or transfer of this permit. Such application must include any forms or supplemental info ation 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 submit ed to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS ` SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 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. S. Permit Modifications,Suspensions and Revocations by the Depari ment The Department reserves the right to exercise all available authority to modify, suspend oi 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 o the permit; c. exceeding the scope of the project as described in the permit appl cation; d. newly discovered material information or a material change in en ironmental conditions, relevant technology or applicable law or regulations since the issi ance of the existing permit; e. noncompliance with previously issued permit conditions, orders f the commissioner, any provisions of the Environmental Conservation Law or regulationE of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable.unless specifically prohib ted by statute, regulation or another permit condition. Applications for permit transfer should be sub nitted prior to actual transfer of ownership. Page 5 of 6 NEW YORIC STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �► Facility DEC ID 1-4738-01189 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Inden nification. The permittee, excepting state or federal agencies, expressly agrees to in emnify and hold harmless the Department of Environmental Conservation of the State of New York, it representatives, employees, and agents("DEC")for all claims, suits, actions, and damages,to the ext,,nt attributable to the permittee's acts or omissions in connection with the permittee's underta 'ng of activities in connection with, or operation and maintenance of,the facility or facilities authorize by the permit whether in compliance or not in compliance with the terms and conditions of the pe mit. This indemnification does not extend to any claims, suits, actions, or damages'to the extent attribut ble to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming tl Le 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, a ployees, 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 persor s 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, I ands, easements.and rights-of- way that may be required to carry out the activities that are authorized b 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 tj le 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 d person not a party to the permit. Page 6 of 6 SO�jyolo Town Hall Annex l Telephone(631)765-1802 54375 Main Road ax(631)765- 5 roger richert(a town--- - - f9o9 .ny.us P.O.Box 1179 � �Q Southold,NY 11971-0959 &CMUNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: r $ if—C-ECr(z-(C_ Name: Co UF�Q_GzlaL-(-V low License No.: :5 8 — C_ Address: . Q IO X �t S�v'7n o c� A)- Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: TA E 1fL lAJ *Address: J ESP c� ICIA T vC� *Cross Street: 0lg-w *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /,��,/ S� 0"_C'tPC,'4_- (Please Circle All That Apply) *Is job ready for inspection: YES(/ NO - Rough In Final *Do you need a Temp Certificate: (ES) NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 00 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION X-/S;i� G lokoysE Q� 82-Request for Inspection Form (� D" Y— C,.c Town of Southold Erosion, Sedimentation .& Storm-Water Run-off ASSESSMENT FORM �3 PROPERTY LocarloN: s.cr.rtt.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A. STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Blockof CERTIFIED BY.A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? "( Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within the Scope of Work for Proposed Construction). �Z 7 6 Generated by a Two(2")Inch Rainfall on Site? This item will include a run-off created b (S.F./Acres) ( all ff y site b. .What is the Total Area of Land Clearing / ZOj clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? Z 91Oce Sj (S.F./Acres) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages as Needed) 2 Does the Site Plan and/or Survey Show Ali ProposedDrainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and — � �© Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be.used to �/— ^ control site erosion and storm water discharges. This J � item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards _ of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand — (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Er- SubmissionSite? Is this Project within the Trustees jurisdictionGeneral DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland or of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes / are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ 1V—/ including Construction activities involving soil'disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum:Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious / for Storm Water Discharges from Construction activity Permit No.GP-040°001.) Surfaces be Sloped to Direct Storm-Water Run-Off l/ 1.The SWPPP shall be prepared prior to the submittal of the Not.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any cV—/ constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road.Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item will NOT Include the Installation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice In Box and the construction site disturbance Is between 6,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed In New York a Storm Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(4)and/or Answer for each Question is Required for a Complete Application) SPATE OF NEW YORK, ,j ,, �1��, COUNTY OF.... .. . �'V....`..........SS !z.......01�i/WZNlg�n � u. ............... ...being duly sworn,deposes and says that he/she is the applicant for Permit, .(Name ng Docurute ) 11' Andthat he/she is the ................. . .............. �c .... �.... ... . ........ ....................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this.application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; 6 ................... .. ......day of y _yam (!.?d f` j •i f a i 6 �i a i a Notary Public: ..9(,,�J�/.�r.-- ... .. ....... . my.{ 9v's ................. ....,............ ............................. (Signat;ure of Applicant) FORM 06/10 CGMHIRSSSlon Expires May 30 �2tjt2,(l�r i James Martin 135 W. 70'h St. Apt. PHB New York, NY 10023 March 28, 2011 1 hereby authorize Tom Samuels of Samuels & Steelman Arc I';itects to act as my agent in obtaining all required permits for my property at 2740 Deep iHole Drive in Mattituck, NY. 11952 .....4 James Martin,` j B. P. # 3. 6744 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: `�� Date Reviewed. ��^I �l T , Applicant: ! Owner: Architects nimee : L. Estimated Cost: -DSO SCTM# 1000 - W = - I I Subdivision: �- Zone: Conforming? Property Address: ° ® pzkz� - City.: Pre C.Os? 'Al° Building Permits (Open/Expired): BP I-- -Z/GO Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ) Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o��Determination: �— -STORMW4:T:�_:RtkM-4,F.F: A-X, REQ. Lot Size: ACT. Lot Size: 9°�� 7`t�i - REQ. Lot Cov. a'a7o'ACT.- Lot Cov. REQ. Front '50 ACT. Front 0'/f RE'Q Side -5- ACT. Side Or, REQ. Rear Sa PROP. Rear Oi� Q. Hne'ght. 3 5 ACT. Height yJt. R E 4t. 0mTH SI DES 3S A C T Project Description: /�t Waterfront. Y or N? rJ a.� If yes, water body: A��fl OLCAUkanel# — Hood Zone: x B.'ulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLAN 5 (4f) SIGNED, SFrILED a pS u PVEY o� S'I7"E PI-AiV ° Suffolk County Health Y. v'z!d`If yes, *Bed#: _ *Date: I o/`9/ *Permit#: n (04- 4 0 9La- Town Septic: If no, certification required: 7Y or NA Received: Y or N By: �/ V" NYS DEC: PR�nEcvni� Y o C AlAr N - Date: / �� Permit#:�- 3� ��'©QQ o8 or NLJ T t - - Notes: Date: _/ / Permit#: or NJ Letter=Notes: Southold Trustees: Y.olo- Southold ZBA: Y o,)N�- Date: _/ / Permit th -Notes: Southold Planning: Y d Date: `1 /� Permit#: -Notes: Town Landmark C of A: Y [NjIDTE: / / *NYS CODE. ompliance(page 2): Y or N CormwTox IIC�NSt � DIS,4B1LITY S CoMP�NS4T/oN — Notes: r- Fee Structure: Calculation: Foundation: SF �oLIT(OAJ X $ 30=$04rao First Floor: X9 43 SF A 1 / + Initial Fee: $ 10b F 09 Sec o d Floor: S SF OAI L +Additional Fee : $ Other: 4ENOWTION _ , SF , $D I SF X$ +Initial Fee: $ 9,00,0G ToT4L �fo� � $ ® � SF + Additional Fee C of © FEES S®• ��0 TgTAL , C �1��T,;60 As B to I LT FEE —&— TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 -lee Shield Underlay: YES Flood Hazards- USE/OCCUPANCY CLASSIFICATION: HEIGIiT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE. FULL FRAMING DESIGN ELEMENTS: YIN - HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN . CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS&N EGRESS 5.7 S.F.: YIN 4 LIGHT 8%: YIN VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: YIN LOCATION OF FIIE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: YIN CERTIFICATION: YIN r ENERGY CALCS ON (RES CHEC K) �-V J V TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) REScheck Software Version 4.4.1 OF NeIV Compliance CertificateCNJ Project Title: DEEP HOLE COTTAGE o Energy Code: 2010 New Code r Energy Conservation Construction C/STEREO ARGN�� Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 18% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2740 Deep Hole Drive James and Denise Martin Tom Samuels Mattituck,NY 11952 145 E.81st St Samuels&Steelman Architects New York,NY 10028 25235 Main Road Cutchogue,NY 11935 631 7346405 Compliance: trade-off Compliance:9.6%Better Than Code Maximum UA:789 Your UA:713 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1634 19.0 2.2 70 Floor 2:Slab-On-Grade:Unheated 266 10.0 187 Insulation depth:3.0' Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 290 19.0 2.2 12 Floor 4:All-Wood Joist/Truss:Over Unconditioned Space 63 19.0 2.2 3 Ceiling 1:Flat Ceiling or Scissor Truss 1712 30.0 2.2 56 Ceiling 2:Flat Ceiling or Scissor Truss 398 30.0 2.2 13 Ceiling 3:Flat Ceiling or Scissor Truss 11 30.0 2.2 0 Ceiling 4:Flat Ceiling or Scissor Truss 39 30.0 2.2 1 Ceiling 5:Flat Ceiling or Scissor Truss 89 30.0 2.2 3 Wall 1:Wood Frame,16"o.c. 194 19.0 2.5 9 Window 1:Wood Frame:Double Pane with Low-E 22 0.320 7 Wall 2:Wood Frame, 16"D.C. 47 19.0 2.5 2 Wall 3:Wood Frame, 16"D.C. 114 19.0 2.5 4 Window 2:Wood Frame:Double Pane with Low-E 11 0.320 4 Door 1:Solid 21 0.320 7 Wall 4:Wood Frame,16"o.c. 210 19.0 2.5 10 Door 2:Solid 20 0.320 6 Wall 5:Wood Frame, 16"o.c. 88 19.0 2.5 4 Wall 6:Wood Frame,16"o.c. 134 19.0 2.5 5 Window 3:Wood Frame:Double Pane with Low-E 7 0.320 2 Window 4:Wood Frame:Double Pane with Low-E 7 0.320 2 Door 3:Solid 20 0.320 6 Wall 7:Wood Frame,16"D.C. 24 19.0 2.5 1 Wall 8:Wood Frame,16"o.c. 72 19.0 2.5 4 Wall 9:Wood Frame,16"o.c. 203 19.0 2.5 9 Window 5:Wood Frame:Double Pane with Low-E 13 0.320 4 Window 5 copy 1:Wood Frame:Double Pane with Low-E 13 0.320 4 Wall 10:Wood Frame, 16"o.c. 68 19.0 2.5 3 Wall 11:Wood Frame,16"o.c. 67 19.0 2.5 2 Project Title: DEEP HOLE COTTAGE Report date: 10/04/11 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Martin\CONSTRUCTION DOCUMENTS\Energy Calculations\Martin Energy Calculations.rck Page 1 of 3 Window 7:Wood Frame:Double Pane with Low-E 20 0.320 6 Wall 12:Wood Frame,16"o.c. 67 19.0 2.5 2 Window 8:Wood Frame:Double Pane with Low-E 20 0.320 6 Wall 13:Wood Frame, 16"o.c. 67 19.0 2.5 2 Window 9:Wood Frame:Double Pane with Low-E 20 0.320 6 Wall 14:Wood Frame,16"o.c. 46 19.0 2.5 2 Wall 15:Wood Frame,16"o.c. 126 19.0 2.5 4 Door 4:Glass 47 0.320 15 Wall 16:Wood Frame, 16"o.c. 143 19.0 2.5 5 Window 10:Wood Frame:Double Pane with Low-E 20 0.320 6 Door 5:Solid 20 0.320 6 Wall 17:Wood Frame, 16"o.c. 43 19.0 2.5 1 Window 11:Wood Frame:Double Pane with Low-E 20 0.320 6 Wall 18:Wood Frame, 16"o.c. 202 19.0 2.5 5 Window 12:Wood Frame:Double Pane with Low-E 18 0.320 6 Window 13:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 13 copy 1:Wood Frame:Double Pane with Low-E 16 0.320 5 Door 6:Glass 46 0.320 15 Wall 19:Wood Frame, 16"o.c. 81 19.0 2.5 2 Window 15:Wood Frame:Double Pane with Low-E 35 0.320 11 Wall 19 copy 1:Wood Frame,16"o.c. 81 19.0 2.5 2 Window 15 copy 1:Wood Frame:Double Pane with Low-E 35 0.320 11 Wall 19 copy 2:Wood Frame,16"o.c. 81 19.0 2.5 2 Window 15 copy 1:Wood Frame:Double Pane with Low-E 35 0.320 11 Wall 22:Wood Frame,16"o.c. 76 19.0 2.5 3 Window 18:Wood Frame:Double Pane with Low-E 20 0.320 6 Wall 23:Wood Frame, 16"o.c. 76 19.0 2.5 3 Window 19:Wood Frame:Double Pane with Low-E 20 0.320 6 Wall 24:Wood Frame, 16"o.c. 76 19.0 2.5 2 Window 20:Wood Frame:Double Pane with Low-E 29 0.320 9 Wall 25:Wood Frame, 16"o.c. 195 19.0 2.5 8 Window 21:Wood Frame:Double Pane with Low-E 10 0.320 3 Window 21 copy 1:Wood Frame:Double Pane with Low-E 10 0.320 3 Window 21 copy 1:Wood Frame:Double Pane with Low-E 10 0.320 3 Window 21 copy 1:Wood Frame:Double Pane with Low-E 10 0.320 3 Wall 26:Wood Frame, 16"o.c. 78 19.0 2.5 4 Wall 27:Wood Frame,16"o.c. 60 19.0 2.5 3 Wall 28:Wood Frame,16"o.c. 176 19.0 2.5 7 Window 25:Wood Frame:Double Pane with Low-E 17 0.320 5 Window 25 copy 1:Wood Frame:Double Pane with Low-E 17 0.320 5 Wall 29:Wood Frame,16"o.c. 77 19.0 2.5 4 Wall 30:Wood Frame,16"o.c. 333 19.0 2.5 14 Window 27:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 28:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 27 copy 1:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 30:Wood Frame:Double Pane with Low-E 3 0.320 1 Window 31:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 30 copy 1:Wood Frame:Double Pane with Low-E 3 0.320 1 Door 7:Solid 13 0.320 4 Wall 31:Wood Frame,16"o.c. 230 13.0 2.5 15 Window 33:Wood Frame:Double Pane with Low-E 13 0.320 4 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 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Che 76UU�a 1+ r akL lb�cf 1® 1 Project Title: DEEP HOLE COTTAGE Report date: 10/04/11 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Martin\CONSTRUCTION DOCUMENTS\Energy Calculations\Martin Energy Calculations.rck Page 2 of 3 d f Y Name-Title Signature Date Project Title: DEEP HOLE COTTAGE Report date: 10/04/11 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Martin\CONSTRUCTION DOCUMENTS\Energy Calculations\Martin Energy Calculations.rck Page 3 of 3 SEPTIC PROFILE SYSTEM #1 TEST HOLE DATA LOCATION MAP SITE DATA REVISIONS: 6/17/11 BUILDING WALL FF EL 12.0 FT NO SCALE BY MARK McDONALD GEOSCIENCE SCTM # 1000-123-04-11 GRADE LINE ELEVATION q.l FT. SOUTHOLD,NEW YORK 11971 PROPERTY: 2740 Deep Hole Drive GREY ORGANIC CLAY OL GRADE LINE ELEVATION q.1 FT. TEST HOLE DATA 3/17/11 ELEV•1-6.7' ADDRESS Mattituck, NY 11952 I' MIN. 2' MAX. 3 . MIXED SAND AND L AM NEW SUFFOL AVE _ OWNER: James and Denise Martin 1�4°/FT• 8��/F r, TOP OF POOL 7.6 FTe m m z p RE 135 W. 70th St. v o� New York, NY 10023 4.1 FT. BROWN BOG PtTANK 7r, v 90 SITE: 92,746 sf= 2.129 acres w IE. +8.05, IE. +-1.35' JEOT OF POOL 5.6 FT. 10 FT.1 WATER IN BROWN SILTY SM o a oo ZONING: RESIDENTIAL 40 (R-40) ♦n IE. +7.85' IE. +7.27' , WATER IN PALE BROWN a ` SURVEYOR: Nathan Taft Corwin III } v RDUNo WATER ELEV +2.6 FINE TO MEDIUM SAND SP PO Box 16, Q $'-Q11 3' MIN COMMENTS:WATER ENCOUNTERED 4.1' A Jamesport, NY 11947 z BELOW SURFACE,ELEV+2.6' LICENSE#50467 Q Y DATED 12/9/10 Z �— F MARRATOOKA POINT OSUFFOL,K Courcry DIaPARTMENT OF ►-IEALTH SERVICES LAbandonrn o � Q PERMIT Poz APPROVAL OF CONSTRUCTION FOR A ��l�artcc Wj�depa�rtgs�nitarysYstem � < U � tedform m 11t re u must be- wLj Slr�cr-E FAMILY rtEJ[t�s�:rbcE �Jt,��Y � � C) nent Sub w o OCT 1 8 2011 as proof nail 1 � IDAL WETLAND5 AS FLAGG DLL (DI^U -iDATE W P�; ". No. ho- '00g1 (4'x8' DIA) FOR � � O - -- - -- -- BY J.M.O. ENVIRONMENTAL 1 Q O 0 CONSULTING SERVICED ON 11/201/10 SIN WTTEATER .�� `� ++ 1 LL Lu a IF Lu E31 I:.��•144J':5t.�.J . ` •' 6 4 \\\�y�J� \ `++ dam'.fi i'i1':,m i`i e' !�i�✓ �'I• 0" DAI �J: d•ti"f'�5.�,f�i/n a \ \ 1 pt� 66 \ \ O " I N �- /n • ®' \\ \ ++ Td WETLANDS AS W 7+ /� \\`\ \\ ahjj ,'a+®®� FLA ED BY J.M.O. Q ` ENVI NMENTAL CONSULTING TO \ �% ` • \+ \\ i / ER GED ON II/21/10 / HOLE �+ /� + 1 \+N ` elk ', N PROPOSE y��• \ 1 ; *6 Z / N/o/F RE51 DENGE ' \ r, `�`•Cn Qo LEWIS C. HARROD/ + + rn1 1 1 •�-°>- 4 BEDROOMS W w z 3 XISTING STRUGTu 5 O \ + r+i 11 , . DEEP �W.=2L U TO BE REMOVED 1 �� \\ 11 14 1 1 i HOLE w`¢N L9 6 1 w CREEK ¢�• N= . 4 I # I 1 i I 11 m 1 M to tn. U I Imp 1\ t[) D EXI5TING 5EPTIG 5 1 i i o i \ i li" i N U 5Y5TEM TO BE ABANDONED AND • , 6� ' 1 FI IN • LLED � i ;' I p, / I I , I TIE LINE ALONG �� , ,' ,� APPARENT HI6Fi 1 7 / 0 � / I I / / / WATER MARK (� xx / 12/Oq/10 E Vc V L5 D 1/ --- '—' 7 I i q• / ' I i i OCT 2 5 2011 PROJECT NO: /' Ii/ DRAWN BY: UT 7.38 ` ' 1 P '' % ' % CHECKED BY: w + , ' I ( P ' / /� / BLDG.DEPT. TS a X `'�co I `r f t l y �'� % i i TOWN OF SOUTHOLD DATE: 3/25/11 O o I l v I / / i / / SCALE: 501-01, x J i / 2 ' NSW UNDtRGROU c^ / %ice 7 O 7.53 H ' aNATER LINE ,' �� - •?j• ; o`;' DOCk FNEWSHEET TITLE: / ; O p., 1 ,� �� ;/ ., SITE wMEMR _ -- --r-�=- ----�' - _ ,s�. Sg41G�,� PLAN AN 00'50'00"W 6 5 4 4 5 ' 5 5 5/ -4/ , 3 . r -t r W 6 g _48 :79 TIDAL WETLANDS AS ti cn ROP05E7 NEW 5EPT10 5Y5 M FLAGb q BY J.M'O t , ' v , EN1/IRONMENTIL CONSULTING SHEET NO.: J FOR 4 :3EDROOM RESID GE N - 0 N//0/F 5ERVICED ON 11/2q/10 CHARLES MILLAN ' 1200�GAL 5EPTIG TANK ST) & MARSHA MILLAN ' (6) 8 DIA x 2 HIGH LE GHING POOL (LP) �� �18350.1 z SITE PLAR ��1" �� PUBLIC. WATER - FUTURE I_OGATION.FOR (5) 8' DIA x 2' g5 I I '� - C TE HIGH LEiNOHING FOq (EXP) 1 SCALE: 1" = 50'-0" SCDHS SUBMISSION DEED HOLE DRIVE SURVEY OF PROPERTY S s2'2 020" °E x7.72 x SITUATE R=147..35 - MATTITUCK EDGE O °'P 1 —40.88•. 7 4 a X OVERHEAD WIRES PAVEMENT 7 MCOD TOWN O F S O U T H O L D UTlllly 7. — ' POST�11' LIP POLE WIR METER WOOUVNO C A 32 7.6 METER FO F°D"° a5N SUFFOLK COUNTY, NEW YORK . . . MON. p°NS. ROW OF CEDARS °' .Z,� � 7 ny` ? z 7- /' S.C. TAX No. 1000- 123-04- 1 1 -z V SCALE 1 =30 x� `A.;�P % o °ti 0 DECEMBER 9 2010 o II p F CONO 11 0, X WALK eJ TOTAL LOT AREA = 92,746 sq. ft. m a < BRISK X5o (TO TIE LINE) 2.129 aC. PIA 11 e4 WALL---I ZE x68 GFL,, 0123 0 \ UPLAND AREA = 86,610 sq. ft. o _�, I�Im 11 xF I PROPANE WETLAND AREA = 6,136 sq. ft. C, ^6. 55 F,FL• 1 TANKS NOTES: _ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM StORY 111MNY� p x-g'' FR AM E HOUSE EXISTING ELEVATIONS ARE SHOWN THUS:S.o — — — W 6.4 N EXISTING CONTOUR LINES ARE SHOWN THUS: - - 5 1. o' An F.FL. - FIRST FLOOR G.F GE r EPORCH o_ Z 1 x TINL _ TOPAOF WALLR 9 x nr/ BW BOTTOM OF WALL ED o >L .._ zxs.s.' , m� i 1,11, 1 2. FLOOD ZONE INFORMATION TAKEN FROM: 1s3• w�d'H FLAG #22 FLOOD INSURANCE RATE MAP No. 36103CO482H D 4 zcoNc• B ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); I BASE FLOOD ELEVATIONS DETERMINED . :'MET / m 6 RAeMP��� x-C4 N / / i ZONE X*: AREAS OF 0.2% ANNUAL-CHANe€-FLOOD; AREAS OF 1% ANNUAL Q� wood —� L_ ______� 7 IL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT �k 5 _ _ PLAT. I x OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ED--REMAINS OF — — — _ 11i AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. I — x - 5 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAI BRICK FIRE PIT -'- — — —.— — — — — _ POSE ENCE IC+, 4— ——— I FEN W F F� FLAG #21 all, — 4 all, I7 FLAG #2 x3 x39 t2l P�eNS FENCE CERTIFIED TO: JAMES P. MARTIN WALL - -- -I— _ — _ - -- - -- - - �� DENISE N. MARTIN .1�1. 2.1 W s� I — ' 4 FIDELITY NATIONAL TITLE INSURANCE COMPANY \ I — TITLE No. 1 0-7404-801 1 4—SUFF FLAG #18 \ FLAG If 17 FLAG #1 I � _ \ .o I x-fj- -5.Q all, 1 I W000 a ZW. � I WOOD a� 0 6 W \\ n I Y r FLAG #16 l� \\ vl I I \ x5.9_------ ->°4" \ d 6—— 6E) \\\ FLAG #15 5ro j I \ `♦♦` 1 \ FLAG #14 all, \ 5- - I \ I \ al I, WOOD POST I `\ 0.7'W. \ I `\ FLAG #13 I ' 2-2 .III, x� /� � � z \ 5.9 I \ \ \ 6.7 x— // 7.0 �`\\�� FLAG #12 all, WOOD POST 0.8'W. \I \ 0-PpSj / / WOOD .L / / FLAG #11 / // le — I \ \\ \ .♦ \ x7.2 / \ \ ♦♦♦%X� \ \ ♦ _ / FLAG #1 \ x.�2 \\ ♦♦♦ '��// \ �3_2 \ \ \ ♦�♦ Cfl \ \\ \\ ♦♦♦ �i� / J-.Q FLAG #10 111, ♦`` R7��// / dIL \a�L \ \ \\ ♦�` �i / EZO \ \ \ PLAT.T.A \ — — — — — ' // / FLAG #91-4 \ 111 \ \\ \\ - - // I i \ \ FLAG #2 l9 Al C \ � O\ \\ /// FLAG #8 V J �3 o3C \ \\ \\\ FLAG #3 V 02 # — PREPARED IN ACCORDANCE WITH THE MINIMUM TIDAL WETLANDS AS FLAGGED BY J.M.O. —2 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ENVIRONMENTAL CONSULTING SERVICED ON i/29/10 III FLAG — — — BY THE L.I.6. . NDIAPPRQVED AND ADOPTED `', FLAG #4 FLAG #6 _ FOR SUC,j-L 5E-OT MIE EW`YQRK STATE LAND 00 \ \ \ I LI — Ertl, �FCk-G #5 JII, 1`II, TITLE A O IATI\ ./ CO, Yp s _ _ — � n ? 6, \ MARK ON 12/09/10 all, A `nI G ApENT HIGH WATER 13 \\ TIE LINE ALA— — — —— — — — -7 U -7-5 S -5 1.4 7 .�: woo 11-7 , 7 7 RgMp 112.74 S 85033148 W 7xT'1�• Wp�r/A'G t`� v aOGk um S N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION THIS SURVEY IS A VIOLATION OF S Nathan Taft Corwin ��� SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor ��� THE LAND SURVEYOR'S INKED SEAL OR 0L7-► c TEf, EMBOSSED SEAL SHALL NOT BE CONSIDERED �1 �I TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 4 36 -7 6 `1 SURVEY OF (PROPERTY SITUATE � � � � W F D - MATTITUCK DEC - 1 20111 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK BLDG. TOWN OF SOUTH OLD S.C. TAX No. 1000- 123-04- 1 1 DEEP HOLE DRIVE VE SCALE 1 "=30' 83°20, x DECEMBER 9, 2010 40" E x7_72 , . x7_53 , 21 . 12 JUNE 8, 2011 LATH PROPOSED HOUSE FOR SITE INSPECTION -F 147.35 . a °P _ OCTOBER 26, 2011 STAKE HOUSE PILES OVERHEAD EDGE 40.8E B. NOVEMBER 26, 2011 FOUNDATION & DOCK LOCATION WIRES D PAVEMENT 7,53� - MAit$OX - UTIUTY POLE 7 6 GURY WATER WOOD N�SOONC. MON LIPA 32 7.6 METER FOU °4'W. FOUND - °5N• TOTAL LOT AREA = 92,746 s ft. MON. oONC. ROW OF CEDARS (TO TIE LINE) 2.129 ac. 3's. �1 � _ 7 Z /1 7- - - - - - - - - / kP UPLAND AREA = 86,610 sq. ft. O ` WETLAND AREA = 6,136 sq. ft. 0 6.4x 1 x6.3 Oti;o� C 1 1 I o F9 +* NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: - - - WALL EXISTING CONTOUR LINES ARE SHOWN THUS: - - 5- - - - - 1 8W�� 12 1 , G.FL. - GARAGELOR FO FLOOR x Iiolo� 1 ' TW - TOP OF WALL BW - BOTTOM OF WALL m ` 1 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO482H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); o 1 x 5.6 BASE FLOOD ELEVATIONS DETERMINED < ` i ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL 0 11 i all, III CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT FLAG #22 OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; 1 AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5 WOOD - -�- -=__ -��' 5.7 IIL 5 _ PLAT. 1 x- ti° �-REMAINS OF - � - - - - - 1 5.4 x CERTIFIED T0: BRICK FIRE PIT - _ _ _ - - 5 JAMES P. MARTIN DENISE N. MARTIN FLAG #z, ail, FIDELITY NATIONAL TITLE INSURANCE COMPANY x3.7 - - - - - P�SjNs FLAG #z TITLE No. 1 0-7404-801 1 4-SUFF x 1 l,21 g� Iw& 4- - _ _ 1 AOZ WALL - - - - - - - - P all, 2.VW. - ,p 1 - 3.9 4 \ 1 FLAG #18 \ FLAG #17 FLAG #1 � 1 \ 6_0 ei 6" OAK 'Po 5.6x 50 all, SS c� t WOOD °2W \ o � ✓ _ �� \ M00 �`°• r ,III, � � WOOD 0.6 W. \\ 1 x FLAG #16 cz� h \ SE+ BENCHMARK h \ x5j. NAIL IN TREE \ 11 ELEV. 7.0' �8" OAK \ 6" OAK \ X--5_9 ------ ZQ 1 1 O - 6_ ,i'' _ _NF k*• 6J 1 /./ �` FLAG #15 �"�� _ 1 568j il, 5.3\ \\ p6� .0' 5 1 \ 1 FLAG #14 all, 4.3x 32? / ` / - - -`- - - -L-' FOVN TIO14 II, WOOD POST `� / v'• FOUNDA 0.7'W. / 6s,18 TOP m `� / `fl• FLAG #13 / 6 OAK / / � °PAC `` rn• 31 � / / / .7_2 all, / 11 5.9 \ �` / /x7 K FLAG 12 °P y�`�r" # all, WOOD POST \ 0.8'W. I BEACH GRASS & SANI/f�AREA Wp0 O Post - °?W 7.4 / / FLAG #11 x2_2 00 \ FLAG\1 \ x 5.2 5.0 / FLAG #10 all, all, \dll, \ \ \\ �` �i' -xi 7 FLAG #9 all, 3,4 FLAG #2 �a 61 all, / FLAG #8 �.. 3.8 �3 3 \ \\ FLAG #3 / 0 \ \ \ - - - - - - - - - - - \ -\ ILA - - \ wOOp VIDAL WET�NDS AS FLAGGED E JcED i2_9 -2 ENVIRONMENTAL CONSULTING SERVICED ON 1i/29/10 � 11 - FLAG #�- - - FLAG #4 _ - - FLAG #6 _ -FCG #5 1!1„ all, all, i I - \ - . 1.9 "if,- all, - 13 \\ _ _ _ 4, 14» W \ TIE LINE ALOFIG�PARENT HIGH WATER MARK ON 12/Og/t0 III 11_6 �8�O 1_4 ° 1-7 1 12.7 4' S 8503348 W J gTFR 4 MqR� POS T p�<byG R eTgC qMp 2O•/� WDC pT/NC �'0/C1NC DOCk DOCk DOCK rDOCK �qT F� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND RPROVE D ADOPTED FOR SUCH USE BY E,ttE*YORK STATE LAND TITLE ASSOCIATION. -TV:, FT s : B ; N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. co Lutl C5 477 SURVEY OF PROPERTY i colw � 214 SITUATE X�z E LO MATTITUCK TOWN OF SOUTHOLD co -�;7 "VC":: SUFFOLK COUNTY, NEW YORK SUFFC: _'r-p DEEP HOLE DRIVE S.C. TAX No. 1000- 123-04- 11 SEP 2 SCALE 1 "=30' S 83*20'40" E fCUrij to DECEMBER 9, 2010 21 . 12 147.35'�. JUNE 8, 2011 LATH PROPOSED HOUSE FOR SITE INSPECTION OCTOBER 26, 2011 STAKE HOUSE PILES OVERHEAD EDGE 0 VE ae MEN L-40•BB' O�, j NOVEMBER 26, 2011 FOUNDATION & DOCK LOCATION !�E PA q0tA. S T VA P C UTILITY OLE WATER AUGUST 31, 2012 FINAL SURVEY METER BLOCK LIPA WATER BELGIAN ovoog'mg 32 a. APRON FOUND CONIC. MON. 0.3,S. ROW F CEDARS k%faic..iewatcr managemOnt TOTAL LOT AREA = 92,746 sq. ft. C1 (TO TIE LINE) 2.129 ac. UPLAND AREA = 86,610 sq. ft. 0 WETLAND AREA = 6,136 sq. ft. 0 0 2F 1 i O 0 % 0 ti C5 0 \ `^ 1 it 0 NOTES: co 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO482H WALL—I ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL rn ca CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT Cz OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; Z 1 1 AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. > ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. L/) co a) FLAG #22 \ 1 ail, CER TIFIED TO: JAMES P. MARTIN DENISE N. MARTIN ---- ----- 01f, FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE No. 1 0-7404-801 1 4—SUFF do 1 ail, FLAG #21 all, FLAG #2 00 WALL 2.VW. FLAG #18 FLAG #17 FLAG #19 0- '6 0f, GPIS co z ID r II M I 0 FLAG #16 WOOD POST---,., I 0.6'W. 0 12A5 Tj_ 0 ROCK WALL 4- 0 _7 FLAG #15 SEPTIC SYSTEM TIE DISTANCES tiON (4 ' ) (PROVIDED BY TKF EXCAVATING & DEMOLITION) 0,103 0 COVER HOUSE CORNER"A" HOUSE CORNER"B" i 5 SANITARY 7� LEACHING POOL c115-9 J.,g SEPTIC TANK 6 1 19, 20' r- NN DRAIN,' COVER 1 SEPTIC TANK i II IkO2 Nz COVER 2 1 17' 16' ) FLAG #14 CESSPOOL III Roof COVER 1 36' 45' CESSPOOL 25' 33' A A.b _P0 COVER 2 YOTNI -A. o. CESSPOOL SEPTIC TANK--,�zq�_ BE\-G\ AN 45' 55' IS POE A3 COVER 3 CESSPOOL 48' 57' COVER 4 WOOD POST--, 0.7'W. , CESSPOOL 43' 52' COVER 5 2 FLAG #13 .0 Ln CESSPOOL LP V) 39' 46' CLP N. COVER 4 r,rn -7.6 SLATE WALK 0 Ln lb- 0, 0 % 7 FLAG #12 2� %TE. TI ri WOOD PO�T---, 0 8 W. _05 *DOD FLAG #11 %N o FLAG #1 NN N NNBEACH GRASS & SAND AREA FLAG #10 FLAG #9 FLAG #2 0,- FLAG #8 S all, FLAG #3 all, ail, 0111 -M-0- 1 11/29/10 FLAG #7 TIDAL W TL SERVICED at-ANDS AS FLAGGED By J FLAG #4 E14ViRONMENTAL CONSULTING FLAG #6all' all, FLAG #5 all, ATER MARK ON 12/09/10 ,1 I.APPARENT HIGH w 4, TIE LINE ALONG �8004 5 1� S 85o33 4B W 112.74 4 MARK AOSj P141% A�C 0 1% 4 0 DOCK 00 ozE Dock DOCK DOCK PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L,S.-AN"PPROVED AND ADOPTED FOR SUCH OSE BY(TAEtNEW YOLK STATE LAND TITLE ASS6Q1A_ff0N,. \0 1 D.F, 0. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 30-294E EXISTING SITE AREA LANDWARD OF TIDAL WETLANDS: 86,610 SF E TIC VISIONS: PRODFILE TEST HOLE LOCATION MAP SITE DATA PROP05ED GRAVEL DRIVEWAY: 8,210 SF, el.5 % LOT COVERAGE 5/5/20/11 /11 (N.T.S.) BY MARK McDONALD IGEOSCIENCE SCTM # 1000-123-04-11 6/27/11 PROPOSED WALKWAYS ON GRADE: 246 VF, 0.3 % LOT COVERAGE BUILDING WALL FF EL 12.0 FT NO SCALE SOUTHOLD, NEW YOR;K 11971 PROPERTY: 2740 Deep Hole Drive 1015111 GRADE LINE ELEVATION q.l FT. TEST HOLE DATA 3/17/11 ELE:V +6.7' ADDRESS Mattituck, NY 11952 DO NOT PROCEED WIT PROPOSED RESIDENTIAL STRUCTURE: 2;,506 SF, 2.8 % LOT COVERAGE GRADE LINE ELEVATION q.l FT. 3FT. MIXED SAND AND LOAM NEW ! I _j AVE OWNER: James and Denise Martin FRAMING SURVEN I' MIN. 2' MAX. m = o ARE 145 E.81st St., New York, NY 10028 OF FOUNDATION LOCATIC DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF DW-A 4 FT. GREY ORGANIC CLAY OL -0m 7- SITE: 92,746 sf = 2.129 acres HAS BEEN APPROVED. DRY WELL AREA x RAINFALL x RUNOFF FACTOR 1/4"/FT. TOP OF POOL 7.6 FT. 4.1 FT. BROWN BOG Pt m o A °� UPLAND AREA = 86,610 sq. ft. (DW) 2506 5F x (2/12 FT.) X 1.0 = 415 CU. FT. . USE: (4) 8' DIAMETER x 4' HIGH POOL SEPTIC EAGHIN 9 FT. WATER IN BROWN BOG Ptt ° '� ' oo° ,III, ' ` WETLAND AREA = 6,136 sq. ft. � m — (4) 8' X 4' STORM DRAIN RING = 675 GU. FT. TANK POOL BOT OF POOL 5.6 FT. 0 ZONING: RESIDENTIAL 40 (R-40) IE. +8.05 IE. +�.35 10 FT. WATER IN BROWN SILTY STAND SM ,II, FLAG #11 ,II, SURVEYOR: Nathan Taft Corwin III PROVIDED REQ! D � 675 CU. FT. > 418 CU. FT. IE. +7.85' IE. +'7.2'7' GROUND WATER ELEV +2.6' WATER IN PALE BROWN GPO Box 160, J0amesport, NY 11947 17 T. FINE TO MEDIUM SAND SP DRAINAGE CALCULATIONS FOR AREA OF NEW WALKWAY DW-B -0• 3' MIN COMMENTS: WATER ENCOUNTERED PO NRTATOOKA LICENSE # 50467 DRY WELL AREA x RAINFALL x RUNOFF FACTOR 4.1' BELOW SURFACE, ELEV+2.61 ' FLAG #12 DATED 12/9/10 (DW) 246 SF x (2/12 FT) x 1.0 = 41 GU. FT. '.. `��I' SURVEYOR NOTES: >_ U5E: (1) 8' DIAMETER x 4' HIGH POOL '1�` 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 11988 DATUM Z (1) 8' X 4' STORM DRAIN RING = 168 CU. FT. PROVIDED REQUIRED ,II, FLAG #10 2. FLOOD ZONE INFORMATION TAKEN FROM: 41 CU. FT. > 168 GU. FT. FLOOD INSURANCE RATE MAP No. 36103C0482H v DRAINAGE CALCULATIONS FOR AREA OF NEW DRIVEWAY DW-C 2 OCCUPANCY OR U.n M FLAG #13 FLAG #9 USE !C UNLAWFUL �- DRY WELL AREA x RAINFALL x RUNOFF FACTOR V� (DA) 5210 5F x (2/12 FT.) x 1.0 1569 GU. FT. TIDAL WETLANDS AS FLAGGED BY USE: (a) 8 DIAMETER x 4 HIGH POOL I 8' X 4' STORM DRAIN RING = 1512 GU. FT. J.M.O. ENVIRONMENTAL CONSULTING � , WITHOUT CERTIFICATE- (a[) PROVIDED REQ2UIRED SERVICED ON 11/201/10 '��' 3 �' " °�'" Q OF 0' CUPANICY 1512 GU. FT. > 156cI CU. FT. I II, FLAG #14 4 W 5\ ,\ 000 W FLAG #20 FLAG #15 0`• 6) 9 FLAG #8 11 . �'�1 ,.II, ,t►, ZONE / * uj 0 6 i \ %n I"_ W / E 7 ` � \ I FLAG #, Imo, \ \ ct o r 0 0 EXISTING LINE OF LAWN \ FLAG #7 I ° \ \ \ 1� FLAG #16 00 �\ \ � � 100 FT TIDAL�WETLAND5 AS W FLAG #18 SETBACKL FLAG ED BY J.M.O. \ (� W W 111, \ EWIR:uMENTAL 0 FLAG #21 FLAG #17 PROPOSED IHAY BALES 7 \ GONSULTINSERVICED \ \ = on C SILT PENCE DURING \ N II/29/10 O G�ONSTRUGTION \ / T ti \CJ 3: N NEW DRY (DW) 6 � \ \ FLAG #6 ,►II, 4'x8' D FOR RAINKATER FIN FROM uUTTE TYP �\ j EXISTING � 1 d- FLAG #2 V� DECK TO WOOD I AREA F NON I C N` DISTUR�AN0 ,III, N -o REMAIN 10000, N/0/F SF / \� nj * \ �T1E LINE ALONG — LEWIS C. HARROD 5 ,;;' \ � , � .\t PPARENT H GH q 1 ID W4TER MARK ON 100 I AREA OF NO G [� 12/0 /10 SETBACK LINE DISTURBANCE X \ C I I I ,II, PLUMBING \ PROPOSED HAY I I I I &`WATER LINES NEE 1 06 Z I 4 �- \ I I I TESTING BEFORE COVE ZING BALES 4 SILT I A I (FLAG #5 co Q• M o m FENCE DURING I / I I I r' $ CONSTRUCTION I SETSA TEST I ' ` � � 8 I ' dl I GP` 00 W 3 .XISTING STRUGTiJRE TO BE yC 4 I FHOLE ——— —-' —� \ 0I I/ � z w � 'n�-0' I I �' a Z U. I / -M \� SETS K � W• � Wo OVED BASEMENT FILLED IN " 'iLu. tip \ I e Q/ I IM<� c Ln 5 EXISTING SEPTIC% SYSTEM TO BE I — I I E16HBORIN \\ ABANDONED AND FILLED IN Q ~ I TRUGTURE �' ` X ' ::; ::''': \ 00 \ c I A CO'75 FT ' � I I / I ' • : SETBA ° A RETAIN STORM W ATER RUN F F L , PL `RCERTIFICATINPURSUANT TO CHAPTER 23 j CONTENTBEFC RE 7 OF THE TOWN CODE. •• / FICATE OF OCCUPA JCY 4 A A OF NON JLDER SED IN WAT 4 G r� f�SETURBA NGE U x LN / O , P ;vU PLY SY TEM ANN T 0 . MSC I R � Q \ OF NEW yO f3 0E 7 EXCEED2/ O 1/� 0 F L � - � � R / P 5 - x \ � P G 0 i o 5 8 y � L CODES F N 6 � 1 r , 1 1 1 ti `3 A. I t',o . , 1 \ � W � �..- EXISTING E YO•'�K STATE: & TOWN C DES r 4 1 1 1 1 1 / v I._ � RE ED� . . S O AND CONDITION � F D DEG O K 33 r Woo f� / 1 TO\REMAIN / 0 o- LAG 3 r 1 5 X 83 # f LD HO T IhNZBA 1 1 1 SOOT 0 i a ti I f G V 1 1 °t ExP 05 L x L P L P 00 F T \ UNDE ROUNDO RNE C+ SOUTH OLD TOWN P LANN NC 30A D SETBACK FRO END OF GK vJ PROJECT 0 T T T NO: G 1 % LINE _ SOUTHfOLD ,OWN �RLISI'E � fP u I L MEG ANIGAL O M M X e '/ G PDEC�\ � G G �--'� 1 �� -/ x G � LP LP � � ,p I � / \\ A X. 2? ,. / `.a.... N.Y.S.IJYS a� DRAWN BY: \ UT V / Z v 8 y 00 I o T NG_`.".'. ..` � C , � , � /� ,, �� 4/ O / d` � ; TIl CHECKED BY: 4 TIDAL WETLANDS 4i I I �t� / fi'� FLAGGED BY O / DOCK .. . -� 0 /IQ / / / ENVIRO NTAL / --~ ( L DATE: 10/3/11 �= \ `�j /� \ NE UNDERG NE 1,-1, l 1 / .D ELEGTRI 4 UNDERGROUND �� / / GONSULTI�ON I11/241E0 / F �2 / II, ., �` SCALE: I / - UTILITY LNE WATER LINE J� 7.53 / �— �/ 6 XPOSED HAY BALES / O SILT FENCE DURING/ / / h �r, �; SHEET"TITLE: CONSTRUCTION A.� APPROVED -/ XISTING DRIVEWAY I I I > — g osm HAY BALES J I -/ TO BE REMOVED C7 4 SILT FENCE DURING / / 111 / 1 / FLAG 1 q I 3 I CONSTRUCTION / \ _ # / — ( � I i6. .. - WATER METER 4 4 5 / — / , 5 / — — 6 — — — 484. 9 / — .�(o°fl{',(vo �..,� '~�=SITE=P�Ci4N ; X.72 .� / 5 5 4 3 2 fi,'I'' �.'�tIL C1Jw °D-�;F 3Th11t=�#i W 1 `I 00050 00 W d -6i � h` i'tl i / ' S "7.;J�-`�7i'12 f ffi,A i iTG T ��''4�1 ;�1Tl� W ` 6 6 b. i5OLLOWIN'.) CLECfi IC � _ XISTING LINE 11. [ '0CNMI, K)N -T V,10;P:�90qtqP I REC UI ED OF LAWN O FX/5T/NG � c 22. 'ROUGH:r.RAVIIC;rPl1.�"fi> M, � OSED NEW SEPTIC 5YSTEM � AW4NGrf`ET`�Z1rlg8tWk ! �L--� T ,� SHEET NO.: (y UT/L TY FOR A 4 BEDROOM RESIDENCE 33. PII' I�� f �lAL-CMRSTRRUQ1fC�WERN� ,�qQL S�4 O e— POL.F - 1200 GAL SEPTIC, TANK (ST) 44.FAG, N r- NEICPH50RIN6 - (6) 8' DIA x 2' HIGH LEACHING POOL (LP) STRUCTURE r _ ME- M N FUTURE LOCATION FOR (3) 8 VIA x 2 RI'�tRB�dt��T�OR�UF€��@�� ��� 00 N101F CALE: 1 �� = 20'=01v HIGH LEACHING POOL (EXP) CHARLES MILLAN & MARSHA MILLAN ` CONSTRUCTION PUBLIC WATER REGULATORY APPROVALS FOR OPENINGS j SSTRUCTURAL REVIEW BY STEVE MARESCA, PE _ WIND-BORNE DEBRIS PROTECTION I as-O� WEST MONTAUfG HIGHWAY, HAMPTON BAYS, NY I I�i46 FOR WALL OPEN I NCB PROTECTION O lE 120 MPH 3-5ECOND WIND GUSTS NOPHONE 651 '72a Q450 ( MAX I MUM MEAN ROOF HE 16HT: 55�l SIMPSON LSTA - ZO ROOF / RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ��1�� CLASSIFICATION DESIGN CRITERIA: r � I ICE SHIELD UI�FROM 51 N&LE FAMILY RE51 DENTI AL �` "� SHUTTER AS S IE lilt B LY 1 ° - '2FROM EDRE DESIGN IN ACCORDANCE WITH AMERIGAN N.T.S. .a' ° FOREST PRODUCTS WOOD FRAME FOR PANEL 5PAN5: 0 < 4-0 PSIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 25/52 R " APA SPAN-RATED 45424 SHEATHING &RAVE PLYWOOD HEIGHT PRESCRIPTIVE METHOD 1 (OVERLAP AROUND OPENINC75 4") I ' ALTERNATE POSITION of u I HURRICANE CLIP USE 3E -O MAXIMUM GROUND SNOW LOAD - 45 PSF. Lu M A55EMBLY: I- 1 sIMP50N H5 FIRST LEVEL - 40 PSF. L.L. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I I #lOx3"S w/ WASHERS) GALVINIZED OR STAINLESS STEEL I LI\/ING AREAS - 40 PSF. L.L. woOD CREW a 16" O.G. CLIr NNAAIL.H2 HURRICANE EED BEDROOMS _ 30 PSF. L.L. W ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFTER To STUD. - WIND SPEED 120 MPH #10 TEE NUTS ATTACHED TO BLOC-,. w/ #IOxl-1/2 ( W/ WASHERS)) I I TYPICAL ALL RAFTERS FIRE AREA Z MACHINE BOLT a 12" O.G. ��" I 5 - Od NAILS EACH END RESIDENCE: 61016 S.F. SEISMIC DE516N CATEGORY - B WEATHERING - SEVERE 1 -- APA RATED PLYWOOD To FR05T LINE DEPTH - 36" V EXTEND TO TOP or- TOP PROVIDE 8d COMMON -, "A; o 40 O.C. ofE, RIREDR ALL TERMITE - MODERATE TO HEAVY F- I SHEATHING. .� I TYPE OF CONSTRUCTION DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REWIRED RED - YES CONVENTIONAL LIGHT FRAME WOOD � 1 i CONSTRUCTION Lu L LTIPLE SECTION A55EMBLY: 1 I 1/4" THICK BOLTS ® 2' OG ' I GENERAL NOTES W 1� 14- IQ Qk I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY j I i I I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE O BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 1 I CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESI6NED IN i I 1 1� 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERG a Y 1 I I PLYWOOD SHEATHING MINIMUM 28 DAY 5TREN&TH OF 5000 PSI CONSERVATION CODE. W 1 I 1 i TBEAMM-- TOP BOTTOM. 5. ALL LUMBER SHALL BE GRADE STAMPED DOU6LA5 FIR-BOX 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 0 1 I I I 1 I 1 LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. '.t' Lj 1 d 1�' 1�' 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE "� I I 1 DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS. SHUTTER AS�E I�1/g B LY I I 1 I I I 2 x 6 •Ib• O.C. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL ® 1` I I I I I I SUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE N N.T.5. I I 1 ,� I 1 , S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY FAINT. ALL FASTENERS TO BE A5TM FOR PANEL SPANS:4' OR WIDER SPAN 1 q, I°j FLOOR BEAMS. 5PACING NOT TO EXCEED 8.0 FT. A-525 BOLT5, 5/4" DIAMETER. 23/32" APA SPAN-RATED 48,/24 SHEATHING GRADE PLYWOOD I 1 I 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I I I 1 VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. ' 1� . AROUND SILL PLATE 4 - 8d NAILS 2x4 STRONG-BACKS ® 24" O�G AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL iq. DO NOT BAGKFILL AGAINST FOUNDATION WALLS 1 ASSEMBLY: ( I ' SIMPSON MST71 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 CCOMPLETE.I I I I/1• WIDE - 20 RARE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # IOx5" (w/ WA514ERS) GALVINIZED OR I I METAL 5TRAP e48. OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD 5GREW ® 12" O.G. NAIL 5HEATHINO To SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 015% AND IN BASEMENT ( IF APPLICABLE ). POSITIION NEAR 2). ATTAGHIN6 STRUCTURAL PANEL: FASTEN TO BUILDING w/ .A #lOx3" (w/ WASHERS) GALVAi'�IIZED OR STAINLESS STEEL • `�c- .: 8d NAILS a 4• o.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. °� Z • o 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND WOOD 5GREW a 16" O.G. 'I. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE u) Q . c% ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: - �s RI�AR = 2 x 8 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY ti ,;;.�;- '�. ' p,Cq �A�p, SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER #10 TEE NUTS ATTACHED TO OLD6. w/ #10x1-1/2 ( W/ WA5HER5) 5•, NEW YORK STATE BUILDING CODE. J �, MACHINE BOLT ® 12" O.G. :}•�x BY TRIPLE UPRIGHTS. ALL HEADERS TO BE w a 0 CO SEE FOUNDATION DWG. :='•x' �; MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. - U } FOR DE51RN. '� f. 5/e" x I20 A.B. 048• oG. 22. ANY ALTERATION, REPAIR, ADDITION OR GO1�lYER510N TO W .w 3 Q ' "''•' ''� 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDIN6 PERMIT f'Q Z U. WINDOWS VOWS - GLAZED OPENING ` '{"r =� tl!� I N PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D w •c� ui G AZED AREAS. q. PROVIDE FLASHING AT ALL ROOF BREAKS, �}�ONNEGHOUSE BE T UPGRADED MOKE ALARMS.IUD 4 � W •a N�0 PROTECTION IS REQUIRED FOR ALL L 0HIMNEY5, 5KYLI6HT5, EXTERIOR DOORS, WINDOWS, IN AC WITH LARGE M1551LE TEST OF ASTM E Iggb AND OF A5TM I1886. TOP OF FOUNDATION AND DECKS ETC.. WOOID STRUCTURAL PANELS 23. THE NYS GORES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE Q F- • �,`�., IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. V M PANELS TO BE PRECUT TO FI'T OVER WINDOWS WITH N N • HARDWARE PROVIDED. FASTENER5 TO BE DE516NED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. 6ARA6E DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE MAINTAINED ON 51'�EHEADER + SILL PLATE. SHALL COMPLY NNY550 CHAPTER #2504.�1h FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH (PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. P�E OF NFt,� co,O�Pg C. Sq 0 �G� NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHIN6 TO BE NAILED WITH 8 d a 4" 018350A 4 PAPER ASSOCIATION DOU&LA5 FIR-LARCH STRUCTURAL &RAVE No. 2 OR o.c. EXTERIOR ED&E5 AND 6 d a 12" o.c. r BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 517E5 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8'= PROJECT NO: In MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1101 Ef RAFTM TOP PLATE 5-5d (TOE NAILD) AND WATERPROOFING SHALL BE BY ARCHITECT. o ('10 0 GEILIN6 JOIST/TOP PLATE 5-8d (TOE NAILEED) 5. ALL 5UBFLOORIN(5 TO BE APA RATED STURD-I-FLOOR, DRAWN BY: GEILIN6 JOIST/PARALLEL RAFTER 1-I6d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL ED&E5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT GEILIN6 JOIST LAPS OVER PARTITION 1-Ibd (FACE NAIILED) PLYWOOD TO BE SET ON 50LID BLOGKIN6. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE • CHECKED BY: COLLAR TIE/RAFTER 2-8d (ea. and 14/4" ,�strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY TEGO" OR APPROVED EQUAL. FOR TCS (SABLE ROOFS _.... ` i. .. ` '' BLOGKIN6/RAFTER 2-8d (TOE NAILIED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o ('10 RIM BOARD/RAFTER 2-I6d (END NAILIED) 4. ALL HEADERS b'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER • TOP PLATE/TOP PLATE 2-I6d (FACE NAIILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 10/3/11 o TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWIN6. 13, ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA a STUD/STUD 2-Ibd (FACE NAILED) h 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL HEAVER/HEAVER I6d (FAGS NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TTITLE: 119 TOP or BOTTOM PLATE/STUDJOIST 2-I6d (END NAILILE HEADERS SHALL HAVE BEARING 5TIFFENER5 INSTALLED 10° o �4s° BOTTOM PLATE/FLOOR JOIST 2-I6d (PAGE WILED) CIRCULATION IN IROOFPS.OVIDE 2" SPACE FOR AIR A5 PER MANUFACTURERS RECOMMENDATIONS. WEB o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILEW) 6. DOUBLE FRAMING AROUND ALL OPENINC75 ( skylights,BRID61N6/JOIST 2-Sd (TOE NAILED) � hts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL 9 BLOCKING/JOIST 2-5d (TOE NAILEED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" 6ABLE ROOFS BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILEED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 0 0 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF loo o �50 0 10 < o �4s LEDGE�2 STRIP/BEAM 3-I6d (PAGE NAllLED) PARTITIONS OR A5 NOTED ON DRAWIN65.JOIST ON I ED&ER/BEAM 5-5d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS0 4' O.C. BAND J015T/JOIST 5-I6d (END NAILEED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIOFf PRESSURE ZONE - 61 O.G. HIP ROOFS AT INTERIOR PORTIONS of ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILEED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" VIA. 0 o PLYWOOD ROOF DEGKIN6 8d ®4" O.G. ED6�E5, ®8" O.G. FIELD "TEGO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: 10 < o <'50 STRIP SHEATHING Sd (ONE/RAFTER:) PROVIDE 8d NAILS 4. O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d o4" O.G. ED&ES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DEGKIN6 8d ®6" O.G. ED(SeS, o12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE = a = 4 FT. IN ALL GASES FACILITATE CONSTRUCTION AND SHALL NOT BE SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. B 11 1 2 3 4 6 8 10 1 3 14 17 19 20 I I 8o'-Y�r -r-ion , a,��ZN I 5--5N oe I I1 /' �/- -- -----T------ - ----------I --------T---_-------I ----------- -------------- -------- - --- =ry - _ -___ ____-_-_- -----_- - _--_---- ______ J ---- -------------- - '-- ------- ------------------ ------- - ------- \1III >t11b C W -------- ---- - - - - - ----- --------- ----- ------------- 1AOMlbk i� IIi ��IIII1II IIiIl I•;/-)- ,- - - -- _-- A - - - - - jm- ui 1C 0 3'- N ••• O UJ I W W I , ILLJ irI ---------------- -------- ---- ------- - ---- ------ ------------ --------�-- -------- --------- N _ - - _ -T- - + ----------------- - ___- _ - ----------- =----=----=----=----=----_--- _-+ r----- - L__ ---- --- _ -- ----------r------ ----- ------------- m - - - - - - - - - - - - - - K _ _ _ _ _ _ _ L ' _ _ _ _ _ _ _ _ _ 4--1 +T- 12 ' OZQ�r anVu b M Lj V.- -t ui N uj- L ) .L-------J -------------- 4--------------------------------- /2' sOF NF�, I i ; i ----- ----- O— 4'-2" ' in F18350A PROJECT NO: 1101 fl I L----- � L----- e---- --- -- -- ----- xnm.m- ---- - 7- 0 I1I --- I--------- I (I _---- --- -----I ------- --------- -------------------L- ----------- - ' 26'-4r II 13-5 I III $ I 1 0/3/1 1 1/4" = 1 0" --------- SHEET TITLE:/ b'-b" ' ' - - - - - - - - - - - - F � --------- ---- � 4' 6'-a" PILING T-T. W-40 e'42 4'-TN am 81-q. 41-0" PLAN 2 3 5 7 9 10 13 15 16 18 20 21 SHEET NO: 4 I L I L A I M SCALE: 1l4" = 1' -0" -I� ��CONSTRUCTION DOCUMENTS Isis. in �—REINFORCED CONCRETE SLAB all of (4)-#5 REBAR B n o 12" 12" I 10" PIA. PILE ' THICKIENED SLAB DETAIL SCALE: 1" = 1' -0" A OF Mal (4) #6 REBAR ' I % uj EQUALLY SPACED , ; -�-�s, ..r� ,• ?f� ' ..:-.�,, GIs;:- ,.. _ Y . ' as.ra;. • -s:: :ii .. r.}-.-i: -. i - _.;• S!•, , r y• r :i ,; r _ Lu S" GLR. (TYP) ' O O " 2 8'-10" a L__ " ----- ------------------------------------- \ ' I -- 1---- --------- ------------ I I 4" SLAB ABOVE ON I � 8� ± •. � F— ' I COMPACTED FILL , , � I ;• i 1 F- `\\ '=: `\\ as 11 i! < uj SECTION B1 ra = — w < \� ' Lu s \ S •+•_••a•2••a• I � I I I In ' - ' 1211 18�11 18 12" \`\\ A a• Q nm��/ .1: 1 1 u — B 1 `--------, '0 , r } , �: 1 A Lu h I O I Y 1 1 o 1 O = 1 O W-4 UJ Lu UJLLJI O O (V ! .1) (`1 1 ir• •. 3 <<.i .r:i. .+�s••1' .++ o_ r}'"{:�=:. J:' '. a.y.ja,., .b- `r - 1 I �• 1 ------% ----- — -- ---- -------- — -------------------------- 1 s, --- — — I = I 1 ,1 1 . G FILLED STEEL COLUMN W/ ' t PLAN 4 PIA GON �' I L__-- -, � 1/2"x6"x I O" STEEL BASE PLATE (TYP) �' i ' I 4" PIA STEEL COLUMN (TYP) 1/2" x ci" ANCHOR ? ' i — 1 XI BOLTS TYP REINFORCED CONCRETE SLAB , , _ (4) #(6 REBAR EQUALLY SPACED = • �14" SLAB ► i I I 11- i i �► I BOVE ON FT - - - •� �o i �yGOMPAGTED ' ' � r FILL � , Z PILE , �; ; dJ 1 1 1 -j o Y- s Q i - S" CLEAR EMBED W J z — a = z u. -- m W t vou5) i i WIOx50 ` • M (-l) #4 REBAR 1 •�y f : }.w_}• M _'{,.� — —-� a- a- a- ' I s-rsssss—a- a- —ate——I ~ f W• N = M (� _ , Q N V• SECT ON B I I I I I I 1 :; I p EQUALLY I 5 SPACED ' r------ 1 I i ' 4,, DIA. O.D. STL. � I 1 12" 18" 18 12" 10" DIA. PILE m i i i COLUMN ON 2'x5'x I S" _ _ _ i N N Y 5 PILE GAP - 2 INTER10' PEDESTAL DETAIL SCALE: 1" = 1' -0" , `O -- Ib-to `,; .,,qi •\\\ TOP OF SUBFLOOR SUPPORT OF I = FOOTING FOR 5/8" x 12" ANCHOR BOLTS COLUMNS ABOVE I :.._: :•;:- - ; -•_--;:-• ..,-,-.� �-- _= : / OF NFW 52" OG w/ 5x5x5/16" METAL ; U- z `: ; `'��Ps S�2i WASHER COUNTERSUNK, 12" O G FROM EACH CORNER m I , 4 SLAB ABOVE ON TOP OF FOUNDATION � �—� J 1 8• COMPACTED FILL o (2)- #5 REBAR I I 18350A GRADE CONTINUOUS 60ROJECT NO: ' 1 I • % 1101 • I L--------- ----- — r----------� _ II WIOXSOa"L t.,:�.a. ;' N , 'l • .y 1-. •.i.• +i ��=. rsssss— as a-a — a-a_�—�a� � ti '+�' �r_ -�: •a••t.. s'y• a r«„- .w( •�.•�. ., �,' .i. i .71 .•i'•.y.. TC S % L[' •nr , 1 ' r--------------------------------------------------------------------- ' m 1/2" EXPANSION . #5 REBAR � 24 10, JOINT S. •J ' dA ' OG EACH WAY BASEMENT \` „ - r`4 %' ' SLAB 10/3/11 1/4" _ 1 01f / • \\ \--------------/ i m \\ •= SHEET TITLE: REBAR ----------------- ' 4'-0" --- 3" GLR. (TYP) ( FOUNDATION #4 REBAR .4'--r• b'—b" '—'T" • 5 I RRUP ® 10 = 7'—�2` ' 15'-8" 12" 00 (2)-#5 REBAR d TOP PILE S51-1Oy2r OF _ EMBED m PILING '° , (5)-#5 REBAR MOTE : SHEET NO: REBAR , 24110 14 LA 0 ALL STEEL CG 1 RDER5 ARE DROPPED F 0 DRILLED 1 THRU PILE PILE 10" DIA. PILE SCALE: 1/4" = 1' -0" FOUNDATION 4 3 TYPICAL �C�U DATION SECTION CONSTRUCTION DOCUMENTS Aq I 11 641-'1' ...^'--••s. r �2 SY2 b'-4" III-ON 1 4'-W2' 4-42" Lo 51-5' b'-8• 12'-*2' W2r r '1 /2„ 21'-0r �2" 9'-9" �2 '_-1■ 22'-I" 1 2■ I h� 2 2 _ ------- --- ----------- ------------------ LU o 1 N/// (5)IIY' LVL HDR WDH 442 >. -�-- / " 91,�, 1 -O /,/ ,. W i �3114 La/L$ELOY�I- - a �,)' - , _ ------------ -------------------------------- - w 5)14'LVL BELOW whLL ' _---_- - __--_---- - \ Alft • I 2XIOo16" RR ` 05 IN I I O 2XIOo16" GJ I I \ 1 D 1 1 N1 m -T-r 14' T O o l b" FJ ABOVE / I I LO LOOR ABOVE I 3-4 ' ' 3-2 g I .' L ` 2 G y 1 . . 1 r 1 _<I I L e0000 STORAGE/ _ -� I (3 'LVL BELOWr.!ABOVE I I (2 L uj --- ---������—•—h�—�-- — -- —mod -- — w 11 I W T� i i Ol 'ltt��11J ' 07 ' IN I - I I �/ /�p� O •-ChK III ■ 1 ,� ' LIVING Roo = ry A o p J 4 o I - ,y 1, — I ( ' 1 UJ -01 N -� ------------- J L I - - -��.�_ - ------ -------- ---- ------ - I � r 51-0r ,41 S■ I .ZI Gr � j I Cry. � V UJ w 1 +r1 --- --- ---------- I i ; 4x4 TR. M. POST t- ® N w/CLAMPS TOP 4 3 4=LVL J. . wl(2 -5-rt-pC------- I I 2 III I BOTTOM, CASED (TYPE x = I WDH 442 FLUSH LL 12 DROP CASED HEADER 2X80l6' FJ H��r ry 11 HIGH FLR. A� " a) i {�" 1 2 b-2 2 1 r I ------- r I I I I - _-__- ------- -------- 2 WALL ABOVE 2x8 RR 1 r I I EN Y r 3-4 I I 'N ; ; 2X8 GJ Ili QQ STAIR �� I HA ; J1 2X8�16'I I �� D I N I N ROO I o = IL _omen c>bove ail - - I-+-�- - Xci- SI O I I 12 — _ — — — — — — — — — — r I I et ' ryl ; ; i , ICI ; • Z• ;I� I �) t�- I j I ICI i �ry+ v car r I I ,I I I I UP I ( I I , i i ' I' j v r� � _ I I I � � t, • M -ii �1 fV I I QO 5. • C1 =I I i i i I i I Y" TJI/560 0 l6" FJ - I 5'-8" 2r 2 , 4'-IO" W. u w I.I. ' xl0 RR 2" -BELOW WALL -- --__ -- I 4 --__---- - -- - - - -- Q N -- _ - ------- -------- .� w -------------- u----- - -- --- --- I i i 21 4 c=i tl II I , HALA. L I J I I r� 5 -7 11 II • I = ii i - - ( QI- 11 II , 1 ��� I ry P05TS ABOVE i 3 11 I v s 15 - ; ' i i Co In- I sit/► 11 I I' Y I , 1 2. Nk I II �1 I ------ (2)FJ UNDER WALL 7 (5)2x POST ____ ___ 2 ________ 111 1 I--1 18'—fJ 16 ----- -- -- -- — ----� r---------- \EOFN� " IIYe TJI/360 iolb FJ �! r e ;o MAST iL 1 i is G I 1 r 2r I 2' 1 " X I u I J • Q r 01 CD O I iIi �ROO�M 1 7i'� 1 I i m �3 ��` p z p 18350-� I I r III r ---- ----- --- ---- — —� ry I — .._ �- PROJECT NO: a� L ZrC 1101 ' 2-2 (3)2 12W/(2)3'exll ISTL. PL.� - -- -- ry --- -- ' ����/ /�, I I I - -- - - --- ---- -- ----- - --------- 1 ` ( _ ------ ---------- 0T/; CHOKED IT Sk \O ?J Q C3k " LVL TICS G M k� _0/ 10/3/11 \ : 1/4" = 1' - oil n n �° `� 13 l5 / SHEET TITLE: ` -- WDH 852 ' / FIRST FLOOR - LVL= 1 5/4 xll -1/6 MIGROLAM F I R,-S\ iiIIIIIIIIILUUM PLAW1 r �� �'42'j (3) 2X8 MIN HDR PLAN r' SHEATHING SCALES 1/4" = 1' -0" •`''I'�'j13 �..37-'� 1 ,¢�..ps/2r PROVIDE I/2 PLYWOOD I'm '1,- 2' 15'-O" 4'1-4" 22-by2 1 FULL HEIGHT OF WALL ONE 51DE 24c10 sf�w/�aroge, w/o porches 4,250 sf y 55-*2" , ,�1� I/�"' -^ PROVIDE 51MP5ON HDU2-5D52.5 SHEET NO: - Y•� !�� �p � �r / J 2 HOLD-DOWN CONSTRUCTION DOCUMENTS 1-�� �G- B 11 41-00 II' Z" 10'-4" 4'-%2" g'-W2= 3'-6y N ice/ �2" `��' 4'-0» 10' 2" 4'-0= �'�' 6'-�2" �'�'-�'�' I' �'�' �2" Lu O --------- ----.__----- _ 1 / 711, / n W n , -1/2 LVL 'n Z 2xl Ib" RRI ,2?c10o16' RR n � ILI --- ---- C� �� i � � � � ��•� � = --pqqqwmqpqwpw won"MR C;N 125 = a 2x1 Ib" � - 2910®16" RR e + J� • L ' 2x C.J " x Lq ON LE wl� O 2x1i0e16" / It DATR ---- --- ---- ------- ---------- +---GUST---- -------- ------ _ - / N BEDROO �' 32 _ _ n Y. 1 1 1 ` 3 " �3 26 `� 2x1Od16, RR o - m n A 0 4 - - - - -II - - i- L "r 1 � W-N �'' 2XIoo16"1 1 m J - -------------------- ---- -- - - ------ --- -------- -------- - �� --- \ v' 18' 2" POST TO cl 1 I �� '�\� /x8 R1D6E ' ` if T I n n 1 (3)2 1 ` ``- _ 05 , � �, UJ cv 3 -0" 2'- y2" 4 4, 6" if�1 ". Lu w 1 ��By �ryk/ W 1 Z II 2 ry f � 0 n }` " ` ' 2 �� 31 MASTER 0 BEDROOM n N )2x4 I HALL hk )2xb POST POST I 1 (3 x4 POST F aa 33 GL. � io ON 2 RIDGE 30 1 012xlOo l6" - 41 !- t xlo RR x 61_ 2= - _ = I Y = n N �p I 1 � o 04 � n f 1 = 2XI0616' RR I W2"n STAIR HALL_ 10C _o `n c op� �ioW a BATH - 'I �- 12 = C X / r//A/) 1 I� 11 0 0 I n t 4 \ �� r n 31_ 2 o!S Z. = n ® — = c I I L, Ql n N Q. cr 3 1 - - 1 2x10 RR O 2xl � X xi " n I % 36 o °y � DN a 1 t ` I12■ 61 r ww ' : lP W UJ 6 P05T I16 --- ----- - I i 3T ��•� 38 n 37�/ N ° -- -•- I 40 1ltll 1 �� an � q Q H• ° I st FLOOR 1 I i ,' ' � �I Ci N N = TOP PLATE 1 2xl00l6" RR 2x1Oo16a RR i OLI 2xloolb" ' • G`Z ;�1 BEDROOM ,� 3 W2= a n PIE—! ;0 (3)2xb POSTi - •2 II OF NFLV in In _ _ a .. _ - 3 RR - - - ---�-5 RR I2xI00I6" RR i 1 2x10a16" RR - �F 4'-2' ' 1 0 1 g 8 / i 4 2 1 T ' r ') �,�i�, r`f�7 ✓yea (5)2x10 1XX � I PROJECT NO: WDH34410* WDH30 0• 1101 a n n TICS I � I � �\\ 1 10/3/11 1 st FLOOR TOP PLATE 1/4" = 1' - 0" SHEET TITLE: All SCALE: 1/4" = 1' -0" SECOND � 4'"`�2= 4'"�2= \ FLOOR--- �'rE Ap Eon g'-�,2. 8'-q' ��-�2M PLAN 16'-12 1q'-6" / 6'--►" f SHEET NO: U0 CONSTRUCTION DOCUMENTS 11 43,-0r I� 2P-1r I O I , W ' Z uj I , � I n I I V J a � u.i > = A o I - - - - - - - - - - - - - - - " 10 I O UJ I = (L LV IUJ W / G I � O I I , L----------------------------------- - ' ---- ' ® N I I I I I I - - - - - _ - - - - - - - - - - - - - - - - - - - - - - C 12 i 06 Z• �o U) M I a � i Lu �( xz Q Z U. -- - - - DW• � w � o a o i I � W. N0 � Ii Q F-• c�'i m ' co co- 0.0 i I i O I SO C NE�t,Y i p�J\P Sy2iG'P� B i In 018350-A I I I I _ ` _ _ _ _ PROJECT NO: 1101 TCS ATE• 10/3/11 1/4" = 1' - 0" SHEET TITLE: ROOF F%11 0%rj% F L A N � PLAN SCALE: 1/4" = V -0" SHEET NO: CONSTRUCTION DOCUMENTS B 11 LINE OF SHED ROOF BEYOND I CUSTOM VENT IN GABLE 1 IPROVIDE SMOOTH TRANSITION IN I SHINGLES AT CHANGED ROOF PITCH 4"w Lu 1 PROVIDE PVC BRACKETS AT WALL OVERHANG ABOVE .e I X I H W INSET WALL W )NINDOWS. PROVIDEAr IF Z WDH34410* WDH34410* LCC FLASHING AT SILL ZAN _------SECOND FLOOR ----- Av 04 ujcQc G A W —Tfl WDH38571* WDH3852* WDH3852 GREEN PORCH PANELS: Q '; BRONZE SCREENING IN REMOVABLE PRAT SET IN Ov TmK. CUSTOM MAHOGANY RRAWS,PAINTED,""THK.MAH06AW W PLYWD.PANELS. VERIFY ATTA41,1141ENT HAFW ARE W/ARCHITECT J I'-6" O H244 Lu CUL ------ -------- ----------- ---------------- ------ ----- ---------- ------------------ - -W"K Lu FIRST FLOOR STONE FACING ON SHELF ON CONCRETE 0 FOUNDATION. SEE SPECS FOR STONE if �11 SELECTION 1 ® N A I EXTERIOR 10 I K THw,BL.UESTOPE TREADS SET IN MORTAR ON CON,.STAIRS W/CUT STONE FACING ON RISER5 4 BIDE PANELS. PITCH STEPS TO FRONT T lu WEST ELEVA"'""""'10 " EDGE FOR DRAINAGE C SCALE: 1/4" = 1' -0" CHIMNEY MASONRY'CHIMNEY W/(9)CLAY TILE FLUES, 12 CONSTRUCTED OF CON,.MASONRY UNITS W/2-5'THK. CUT FIMXnTONE PACING,TO MATCH WALL CLADDING. I PROVIDE THRU WALL FLASHING 4 wu+TERFLASHING PROVIDE TWO COURSES 5HINSLE5 ON RADIUS AT ROOF LINE,GONG.CHIMNEY CAP n/WASH OVER CURVED TOP WINDOW 0� Z• N Q• M Ol r r W -i _ WOOD 5HINGLE ROOFING: . _ u uj AIF 18•LONG RED CEDAR PERFECTION SHINSLES ON Ix5 W Q N WooD LATH•%o ON CENTS¢ON WOOD RAFTERS. c W. N 0 PROVIDE AIRSPACE LATH BELOW FOR VENTILATION OF rc ROOFING. PROVIDE FULLY VENTED WOVEN SHINGLE CAP. 5 AT VALLEYS ! INTERSECTIONS W/WIAI.LB,PROVIDE BASE Q PLASHING t STEP FLASHING,ALL PER SPECS --------------------- - --------------------------------------------- ATTIC_ N N• - ---------- ---------- - - ----------------------------- ------------------ I ROOF IWAL.L INTERSECTIONS CrYP)T I DI W OF N VIDE CUSTOM OOD SHUTTERS AS E(N • Sq�O'P� _ H2O5 DH2 052 01-1205 SECOND FLOOR (UPPER) +25 ev AF WDH 46 - - - - - --------- ------------- cn lilt I EXTERIOR TRIM: ALL EXTERIOR TRIM 15 1"1 THK.SYNTHETIC PVC TRIM oe: I MATERIAL,'AZEK•,'VERSITEK"OR EQUAL,ATTACHED +18'-10.5" SECOND FLOOR (LOWER) — WK/ TAI AS EEL NAILS,." L Fill BE PAINTED. PROJECT NO: ------------------------------ -- ---------------------- ---- -- -- ------ ---- ---- -- ---- CAULK ALL JOINTS. 1101 ICE WDH2846 WDH2846 PROJECTED WINDOW W/PVC CASING, ALL TICS SIDES. PROVIDE Pi ORNAMENTAL BRACKETS BELOW MEMO IT SFfINGLED WALLS: FLARE SHINGLES OVER STONE FOUNDATIONDAM 18'LONG RED CEDAR R4R 5HINGLES PER SPECS,W/6• WDH2442 FACINS (TYP) 10/3/11 EXPOSED TO WEATHM OVER 150 151-176.PAPER 4 Ffffl] T— L--j SCALE: PLYWOOD SHEAT4145. PROVIDE WOVEN INTlEFtIOR ! DH244 EXTERIOR CORNER5. PROVIDE FLARED L.OWM EDGE AT ------------- FIRST_F_L_O_O_R_______+12 __ •• _ 19 SHEET TITLE: STONE FOUNDATION CLADDING - - 1/4 — 1 - O GRADE ---+825- 6ARA&E------ - - -- - ------------------ STONE FACING ON SHELF ON CONCRETE ELEVATIONS PROVIDE CURVED FASCIA 4 ROOF OVER FOUNDATION. SEE SPECS FOR STONE FRONT DOOR PROVIIDE EPDM ROOFING ON SELECTION APPROPRIATE SUB-STTRATE ON (2) LAYERS % THK. PLYWD. DECKINI& ELEVATION- SCALE: 1/4" = 1' -0" SHEET NO: 0.0 -------------------------------------------------------------------------- CONSTRUCTION DOCUMENTS EPDM ROOFING ON CRICKET BETWEEN ROOFS d CHIMNEY, W/REOUIRED FLASHING, AT CHIMNEY 11 HEN IN I i Y ORNAMENTAL PVC BRACKETS UNDER WDH2846 OCTAGONAL ROOF I LU 7 --------------------------------- - - - ATTIC, (LOWEW W WDH3852* -- - - PROVIDE SMOOTH TRAkNSITION IN SHINGLING, AT FLARE V SECOND FLOOR (UPPEiR - ------------- -------------------- -------------------------------- WDH30410* I WDH30410* 00, CQC G :.. W FLOOR (LOMR) uj -------------------------------- SECOND ----------- --------------- WPWP3062 W 5HIN6LED WALLS: AIM O 15-LONG RED CEDAR RIR SHINGLES PER SPECS,W/b' i EXPOSED TO WEATHER OVER ISM ISLIP&PAPER/ PLYWOOD SHEATHING. PROVIDE WOVEN INTERIOR 4 UJ a. EXTERIOR CORN ERS. PROVIDE FLARED LOWER EDGE AT FIRST FLOOR ------------------------------------- 244 I GARAGE DOOR STONE FOUNDATION CLADDING W I 1 - - ------- - -------------------- ----- - ------------- GARAGE A- - d 10 E AS"pF EmLE`lff'ffmTl0 [m' m SCALE: 1/4" = 1' -0" 12 I CHIMNEY: MASONRY CHIMNEY WM)CLAY TILE FLUES, CONSTRUCTED OF GONG.MASONRY UNITS W/Z}J'THK. GUT FIELDSTONE PAGING,TO MATCH WALL CLADDING. PROVIDE THRL WALL FLASHING s COUNTB2PLASHIN6 AT ROOF LINE,GONG.CHIMNCY GAP KMA5H Z• N Q• M T O Q v W J• � � WOOD 5HINCGLE ROOFIN(5: = LU a z z lD'LONG RED CEDAR PERFECTION SHINGLES ON IX5 • :Y M W WooD LATH OS►5'ON CENTER ON WooD RAFTERS. W ` _ PROVIDE AIRSPACE LATH BELOW FOR VENTILATION OF a ROOFING. PROVIDE FULLY VENTW WOVEN SHINGLE GAP. AT VALLEYS 4 INTER9EGT10NS r1/Y'IALL5,PROVIDE BASE FLASHING t STEP FLA5HINS,ALL PER SPECS .- Q �'-• V m EXTERIOR TRIM: U) N- ALL EXTERIOR TRIM IS 1'-U5'TW-SYNTHETIIG PVC TRIM MATERIAL,'AZEK',-Al"TEK'OR EQUAL,ATTACHED ►r/'STAINLESS 5TM NAILS,MNOLES FILLED CONTINUE FRIEZE BOARD OVER WINDOW CASING, I ►v/APPROPRIATE PRODUCT. TRIM WILL NOT'BE PAINTED. CAULK ALL JOINTS. I H2431 H2431 I DH2431 WDH3852 WDH 52* WDH3852* oe: Jr If (�.01 OF NEWy C-SJ� All ,vl�G z oc If ------------------SECOND FLOOR &rP_ER) or Ixb FASCIA BOARD W/LEAD COATED COPPER B 018350-'\ GUTTERS (TYP) I DEE UIEUEPR JECT NO: 1101 SCREEN PORCH PANELS: WDH3846 `�\ WPW5662 WPW6662 WPW5662 TCS BRONZE SCREENING IN REM FR OVABLE AMES SET IN W THK. CUSTOM MA IO6ANY FRAMES,PAINTED,"'THK.MAH06AW ' PLYWD.PANEL5. VERIFY ATTK.HMENT HARDWARE W/ARCHITECT i I FLARE SHINGLES OVER STONE FACING \\`� i/ 10/3/11 Li om---------- ----- -------- ------------ -------- ------------- FIRST FLOOR 1/4�� - 1� 0�� - -- ------------ --------- --------- ------------- ------------ -------------------------LOOR - - STONE FACING ON SHELF ON CONCRETE SHEET TITLE: FOUNDATION. SEE SPECS FOR STONE SELECTION I 6RA�DE I I PRIOR STONE 5TEP5: ELEVATIONS IVW THK.VLUESTONE TREADS SET IN MORTAR ON GONG.STAIRS W/CUT STONE FAGIN6 ON RISERS t SIDE PANELS. PITC+f STEPS TO PROW EDGE FOR DRAINAGE %`30"' UTH FELEVAT100" u- SHEET NO: SCALE: 1/4" = 1' -0" CONSTRUCTION DOCUMENTS B 10 LU I O I I W Z Ipill _ TOP OF C.EILIN6 • 55'-"1 1/4' MASTER BEDROOM C� I TOP OF PLATE a 52-4 5/4 C�C MASTER BEDROOM G W =-A = 0 W LAI J 5/4 TOP OF CEILIN66 6UE51r BEDROOM— O ER BED O = a I W Lu W IN ]UHL JUUL IN' / \ o / \ JA CGUEST I / \ c , BATH Tll / \ TOP OF 5"LOOR • MASTER BEDROOM � Lf�t T-T / \ � ------ -- SST DRO TOP OF PLATE • LIVING ROOM �'-2" 18'-b 5/4" TOP OF 5"Lom • T BEDROOM JLIUL TOP OF PLATE 6ARA6E cV od Z• L I V I NG ROOMLn 0 01 cc J C' F O W Z N c�h ■ • N V A I -4ALL. // Q I-• c5i m co Co. -8 TOP OF I/�' FOUNDATION — ' \ hti � :V,rf•:::, _,- • — \ h,t�� ��i �i • ::r• TOP OF FOUNDATION t1G'-8 I/Z 10' TOP SLAB / -4 tit. r..Y. . + r v..{: .b' - s t.. J: :r. L .s- {s" s{-.t i.:• � «a r+r . it.-.. .a • t .( ti : i' \+ .t• .:.4 't: ~}'t=` / / / •f C. Sq :,i`. i-si .. . :i..$e!+4° r1h .J t :iti• f :J:.:•a:.,, (•'•, •.y?:lr.s •-E}•,t,22 0 s'.. ti '•. ... !k:r? i'rA.•i+i- 1 r-yc•., f y._- `.^ +}..+ '•. .s -sN... i•1.! i i - '.l- -"Y:• ^ / / / / / ,i• a . <. ,x.l:•w..+.+J'•• • r 9•%;' .L• r�'• .r .•r r :13•f..Y- iri•Y t .ft'\. -•• ,j.. `"i.h .+ 1. J •.1 . '•Nl v.•`;'...ti. -L1..tw:-•tT^ C:1.rt, {;Jr y. i •. a. \ \\ \\ < G z l\/Z ',�Xl '11/Z f<//\l\\/Z �Zl Z 00 loo +b-0 TOP OF FOOTING C"ICAII-��\\ \\ \ \ \ /\/\ \/\/\/\ / \/\/ • • ,r - TOP OF FOOTING (`TYPICAL) ..•:fy.J'.J••�/ / / / / / / / / /�/z / / / ' / / / / / / / / // / / / t� �•.a 4. �• .'A1Y. µ•1 v ?..:..v�.. .v.� t ..V• f. M< i—+l•.�.af... ' .• - :! ! •i T j./.Y y'i�{J 3J / / 7/ '\\ \\/\\ \/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/\/\/\/\ :�i iY 'Q:i�; .�' /\/\/\/\/\/\/\/ \/\ :i',lJ .•t -'y'• \/ \// // �.,�::t:.,: // // // // // // // // // �/ // // // // // // // // �/ // // // -K �`:�.:;�=�s''_'�-�� //\//\//\//\//\//\//\//\//\//\//\//\//\//\// �€:�;� i'f"Y //\//\//\//\/ PROJECT NO.: \•-..'+ . \\ \\ \\ \\ \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ i\\\\\\\\\ ;r'''. . L 4~ ,•� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 1101 / // // // // // // // //�,�/ // // // // // // // // // // // 'j/ ✓ // // // // // // // // // // // // // /\/\ \ \ \ \ \ \, \\.\'` .\\ \\,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DRAWN BY: \ \ \ \ \ \ � \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ UT /\/\/,\ ,\//\//\/\//\//\//\//\ �'\//\ // //\//\//i /�\/i\//\/\/\/\/\ \/\ \ \/i ( i\ / / / / / /\ /� // // // ,✓ // // // // / \/\\/\\ \\\� \\ \\ \\ \\'�\\ . \ .\\,\\\/ \\' `�\\ \ \\ \\\\\. CHECKED BY: TS /� / � , DATE: 1013/11 — _ SCALE: 3/8" = V-0" SHEET TITLE: B U I L FLU`k I H A 61BUILDING SCALE: 3/8 .. _ .. 0 SECTION 1 -0 SHEET NO: CONSTRUCTION DOCUMENTS g 11 I I 1 ' LU o I I W I I z Lu I I I , Q I W - I � W J I p T-9 5/4 TOP OF GEILIN6 • VJE51r BEDROOM — — — a W UJ I I w I _ w ' m c) O - I N iTOP OF 5"LOM • TIER tT�=9-Z 5/4" CGUEST _ TOP OF PLATE • MA5 BEDROOM �- BEDROOM ' I dl I 181-8 5/4' ; OP OF SUBFLOOR a 6FUE-5T BEDROOM _ -- -- - Iad MASTER , TOP OF PLATE • &ARAc6E o BEDROOM , Z. I I � �• � � W W• U n p I � W. - _ &ARAGE � TOP OF SUBFLOM IZ'-0' I �\\ Ir TOP OF MAn0N „. I \ s> r Gi�JWL. Si�JG I \ ? � �E OF NFL, TION k +V-4"8-10" TOP OF TOP SLAB =R :' `='r i=';f= .1 r.;;.. .,, - r ►- •: ; , • SIf- - a ; 1 .i;.. r r r I i i •.'+r =: • •. •• :. . 'y.,. J•••.:' .-! •7=•- .•f2- Li J• t . •i-t .y. wt\I ':.••f •' • •"' iJf•1 -^Z' •ti :.f •i- tr-••..•' t 4 l !': •.- vc. •f !i i i .t-='t•Yair.la. k.- Y ;.13.h •a.t ; .Jr:)"• •. .,.rYM.• 1 '.tst.. ::4:L -s''= - ' s r 1 .. '• / / / / / / 1 (V /\/\/\/\/ J•y /\/\/\/\ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ _ _ it: a... :r-.• w.i v. it- .;• i ,•: ,. s n r •.� v A OF rLV 1 1 A� ' " r 0 p� \\ \\ \\ / ti s- • _ .•.s:�.,._ _Mv�.;� •i•:� s,•• i :j,.�. . .:@•�. _ •�;.►,,v�prt;•+. ,�..."•:'... '.i�:. K' ..a. _ •3�-�r,. f•• rr;'• •I - ti r TOP OF FOOTI CrYP //// / / / \ \ \ \ _ +tFK +' 't• \ \ \ \ \ \ \ \ \ \ •Z lcY.r• \ \ \ /\ r•\ \ \ \ �.��4-.r_rI':'y \ •\ \ \ \ \ .ifY.;{:•-•y '• \ \\\\\ \\ \\ \\/\\/\\/\\ \/\\/ ! y /\/ ,,/ \/\/ \/ \/\/ / / / / / / / / / ` *. / / / / / / / / // �/ // // // // // t / // PROJECT NO.: \ \ ?\� \ \ \ \ \ \ \ \ \ \ \/\ \/ \f \ \ \/ / \ \ 1101 \/\/\// // // // // // /// ✓ //////// //\// // / // // // //\//\�/ 1\//\//\//\//\//\//\//\//\ / DRAWN BY: UT \/\/ ✓\/\\/\\/\\/\\/\\/\\ \\/\\�\�\\�\\ \\ \\ \\ \\ \\ \\ \ \ \\\\\\\\\ \\ \\ \��\j\\/\\/\\/\\/\\i�\,\\ ,\\,\\/ \/ /\ //�//\//\//\//\ /\,�/ // �/ // ,/ // // // // // ;/ / / /� \// / /� CHECKED BY: / \ / / / / , / / / ���/\/ /\/\/\/\/\/\/�/\�\\� \\ \\/\\/\�\�'\\/\\� TS A DATE: SCALE: 318" SHEET TITLE: BUILDING BU LDIN = k�ol 0 SECTION SCALE: 3/8" = V -0" SHEET NO: CONSTRUCTION DOCUMENTS B 10 I I � " uj o ' W ' Z -177 _1HL ... ..... uj 51'-2 5/4" TOP OF PLATE • VEGOND FLR HALL — — — i awam, —x 7 TOP OF PLATE • MASTER BATH 51'-Z 5/4" J z ; , I \ T 77 u M 5T ' BATH Inn[ 0 a \ LV W ' \ N ,,'' , `• — TOP OF SUBFLOOR • MAS ATH 2V-2 5/4' TOP OF PLATE • DININ6 ZZ'-Z" \ a \ \ 5TA I R HALL TOP OF 5"LOOR.• AIR LL HA LANDI ' \\ TOP OF PLATE STTAIR HALL — c s DINING ROOM o o ° Z. )' 12 'o >0 WJ• W z ' I _ a Z � W• NU \\ I a TO OF .�JBFLOOR • DINIto R60M 12 1-0r Q ~• 0' � to U m \ TOP OF FOUNDATION '-10 5/44 TOP OF 5UBF • STAIR HALL 4 :' ;' a' :' -• l -,x1" '`rt 1: \//\// OF NSIV +8'-10" TOP OF CRANL 5FAC ; M. T� ; '/- f- -/-7 7-T T- �7 ^ . . -------- --------------------- ------------------- ----------------------i-i '•3!' ', ':. \a o�PS C. Sq,�G Q, XN i • OF FDOTIN6 IGALJ \ \ \ \ \ \ \ \ \ \ a--aa`,\ \ \ \ \ \ \ �:::. -;:a .sa .. ,-r.titi•: :, f . .,•. _t I I .r;. .:r,•v ..,r• ,,.• `. .4:;'a•a l•.t :•r :ti I I ::., -•r .. •+` ;?- •ii:..••• .•.• .•.•- r-_•_ •; ..i; +., . ., •.e- !;ice. ;?..,i. =f: n:4 TOP OF FOOT'IN6 rTYPIC.AI.,� b�"Or +b-0 TOP f TYP / ~+ // t'My.r • . / / / / / ,;.'1°r ' _ e ... 5 .z„ ert \ \ ,\ \ \ \ '\` •\ \ ,\ .a" :•>:.'s \ \ ';' .^ ai: .'. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \}ia:�1 S;f7 \ \ \ \ \ ��j*• �� :a••�}�•!�'`\ \ \\ \ \ \ I-`���," �' \ \ \ \ \ \ \ \ \ \ \ \ \ s:��!~t':v: \ \ •:s' tij li;' \ \ / // // // // // // // // // }; ,:+'!•»�ij�> // // // .. a' t.i} ; // // // \ \/ f'`i± \i+ � i /"\ \��},%`�\/ / \/\/\/ ;� :••'i ;�� /\\/\\/ �; r,, t�\�/\�/\� PROJECT NO.: \\ \\ \\ \\ \\ \\. . \\ \\ \� �i��i��i�� 1101 , // // // �, � / / / �\/\/\/\/\/\/ ;\/ i\/\/`\/\/\/\/'\ ' \/\/\/\� \/\/\ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \�\\/\\/\\/\ \", DRAWN BY: UT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '� \ \ \ \ \ \ \ I\ I \ \ I\� \ \ \/\/\/\r\\/\\/\\/\\/\X/\\/\\/\\/\\/\\/\\ \\/\\�\ \ \/\\/\\\\\j� CHECKED BY: TS 10/3/11 DATE: 01. SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING 0 N_ SECTION B U mL D H 0`4 SCALE: 3/8" = V .-O" SHEET NO: CONSTRUCTION DOCUMENTS i I I . I t I �-- 3" VENT THRU ROOF �--- 3" VENT THRU ROOF 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 ® � 5" VENT 2" VENT 3" VENT O . 311 VENT I � 2" VENT 2" VENT I I I �—— T uj I I MASTER BATH I I I I I I I r• I ' I Y I I I I I I I GUEST BATH I I I I GUEST BATH WG i i LAV �, i I I TUB I i i LAV i ►"IG i LAV TUB I I I SHOWER j � I I I j I � � I j Li I j I I SHOWER Lu W Q I I I I I SECOND FLOOR_ I 0 3" WASTE I J W I I 3" WASTE 5" WASTE O LLJ a W 5" WA5TE STACK -- 3" Lu W VENT Avft p p ® N I 5" WASTE STACK I I 3" VENT I 5" VENT 2" VENT ___-- I 2" VENT 2" VENT I 1 KITCHEN ' I FOUNDXTION !^MALL 5" FRESH AIR i MASTER BATH i SINK ii 51NK —_ VENT I I I I POWDER BATH j I II I I WG I LAV WC I LAV otf z I It I SHOWER I I I I N Q• " I I ii I I -- I I I I I J �• off ^ t ro ° a — - - - - - - - - - - - - - - —j- - - - - - - - - - - - - - - - - - - - - -2" WASTE - - - - - - - I w �. = a Z F I R5T FLOOR :3 w• 5 ! W I N 0 in 0 I gI11• Nam " 3" WASTE Q • I 3" WASTE I co vo• I I `4" 5" WASTE I OF Nj HIV 5 OAPs C. S O,P i �78350A PROJECT NO: 1101 UT TCS 10/3/11 NTS SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: L M-r [DJ Aa NTS CONSTRUCTION DOCUMENTS