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54fFat* Town of Southold Annex 4/7/2014 coG P.O.Box 1179 54375 Main Road ay �„ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36850 Date: 4/7/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Off East End Rd., Fishers Island, SCTM#: 473889 Sec/Block/Lot: 7.4-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/16/2012 pursuant to which Building Permit No. 37077 dated 3/21/2012 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 with unfinished basement, covered porch, screened porch and covered entry as applied for. The certificate is issued to Harris,D F&J M Childrens Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0012 3/25/14 ELECTRICAL CERTIFICATE NO. 37077 3/19/14 PLUMBERS CERTIFICATION DATED 11/20/13 Glen Gello Au Sign ure qOFOI/c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 37077 Date: 3/21/2012 Permission is hereby granted to: Harris, D F & J M Childrens Trust C/O Hughes, Hubbard & Reed LLP One Battery Park Plaza New York, NY 10004 To: Demolition & Construction of a New Single Family Dwelling; Living Room, Kitchen, Pantry, Mudroom, Laundry, 2 Sitting Rooms, Library, 6 Bedrooms, 6 Baths, Halls, Dressing Room, 2 Fireplaces, Porches, Screened Porch, Unfinished Basement, Storage Room, Cellar Entrance, Powder Room, Attic Storage, as applied for. At premises located at: Clay Point Road, (Off East End Rd.) SCTM # 473889 Sec/Block/Lot# 7.-1-7.1 Pursuant to application dated 2/16/2012 and approved by the Building Inspector. To expire on 9/20/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,136.70 Total: $4,186.70 Building Inspector D Form No.6 TOWN OF SOUTHOLD MAR 2 g 2012 BUILDING DEPARTMENT TOWN HALL 765-1802 BLDG.DEPT. TOWN OF SOUTHOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 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: l. 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 l. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 11 Date. New Construction: Old or Prre-existing Building: (check one) Location of Property: 7 l G E_0 ,r�_.d r_111kXS1 House N . Street Hamlet � c Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 1 Lot —7, Subdivision 2 Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50y___W fs,cv 3 a y1.z_., ^ /�0 Appli it Signature *pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 C00 • �Q roger.riche rt(a)-town.southo Id.ny.us Southold,NY 11971-0959 ;4' ���OOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Harris Address: Clay Point Rd City: Fishers Island St: NY Zip: 6390 Building Permit#: 37077 Section: 7 Block: 1 Lot: 7.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting Inc License No: 4797-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 88 Ceiling Fixtures 32 HID Fixtures Service 3 ph Hot Water GFCI Recpt 23 Wall Fixtures 45 Smoke Detectors Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures 39 CO Detectors 3 Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 13 Pumps Transformer Appliances H Dryer Recpt 2-30 Emergency Fixtures Time Clocks Disconnect 2-20 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 400a underground service, 7-exhaust fans, 1-30a oven, 14KW generator with 200a transfer switch,26-ARC fault circuit breakers Notes: Inspector Signature: Date: March 19 2014 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECCTOIZ NOV 2 5 2013 P.O. BOA•728 'TOWN HALL. I SOUT HOLD, N.Y.. 11971 BLDG.DEPT. TOWN OF SOUT.01 rs C E R T I F T C. A'-T. I O N Date Building Perrhit No, 37 6 9.11. owner �� Y t.S i � r 1 3 M. 6,( ,I ► v .S To LcS� �'r Qplease� print) // -� Pluaitber Gsrl o. (r EA0 l S!^��S -73 (please print) I .oertify that the solder used in the grater supply 1 s stem . Iy. con'twins less than 2/10 of Io ,leada (plumb6r °s signature) • Sworn to before me this )day of ovary .Public ' Notary -Public,, County KARLAS.HEATH NOTARY PUB.LaC,STATE OF NEW YORK NO.01 HE6222563 QUALIFIED IN.SIJFFOLK.COUNTY COMMISSION EXPIRES05/24/2014 OF SOUIyo� G � � 00UNTl N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR )-.: /,� DATE INSPECTOR /f6L,� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 'BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL 1� TT Board of Health A SOUTHOLD,NY 11971 � U �L`�t I sets of Building Plans ✓ TEL: 765-1802 "—'�- Surve PERMIT NO. ® 7 Check Septic Form N.Y.S.D.E.C. / Trustees Examined ,20 ''� Contact: Approved 3 20 Ma — Mail to: /;wt 9_ 2-0 -- l3 Q Phone: /031-MF 7�s7 Building Inspector APPLICATION FOR BUILDING PERMIT Date C1211,1 , 20/,,;,Z INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. — e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupanc is issued by the Building Inspector. 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 nspectors.on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) l�lt�9D State whether applicant is owner, lessee,, agent, architect, engineer, general contractor, electrician, plumber or builder Ljr�N�Ri4-I (�M DYL��jj/L Name of owner of premises ket 4 yrl '✓CUq �rri S (as on the tax roll or latest deed) If applicant is aAorpora ' n, si ait e of duly authorized officer rrs: cam ( ame and ti of corporate officer) Builders License No. Plumbers License No. Electricians License No. y 7 9 F — M C Other Trade's License No. �1/1 7/— 1. Location of land on whi h propped work w 1 be ne: G � %7 7 House Number tStreet Hamlet County Tax Map No. 1000 Section /Ob,O; , Block ::7.-/ _-Lot . Subdivision Filed~Map"No. Lot _= (Name) { 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 Sr 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition v,'- Other Work z�rno 0ri6bih!j A (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 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 Depth 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 Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded A� Will excess fill be removed from premises: YES NO �j7T� 1 1.rame, f r' ,,er o p - tpSrn d /y rri5 Address/i'b 4atdAy , 01" Phone No. 9'7f-S-�G-i?9S". .i V1 ��vr ivi Vl 1V1111JGName of ArchitectMerr. �/ h, +� %�� Address-2G.Z l-Wm MA, Pone No G/?-Vs-/-_T O Name of Contractor.ZAS AddressJ9.v aaa /;kg I,r/gyp phone No.Gam/-7M-7e57 ivy. a&df.D 15. Is this property within 100 feet of a tidal wetland? *YES ✓ NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF3tff-bLV_) � oar#as -% /�/�/�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, / ,S)He is the (Contractor, Agent, Corporate Officer, etc.) )f said owner or owners, and is-duly authorized to perform or have performed the said work and'to make and file this application; :hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. E Sworn t before me this day of & 20 d oZ � ills' l i�ot ry Public i ature of Applicant KARLA S.HEATH NOTARY PUBLIC,STATE OF NEW RK NO.01HE6222563 QUALIFIED IN SUFFOLK COUNTY" COMMISSION EXPIRES 05/24/2014 Jill M.Doherty, President ��OF SO�lyo Town Hall Annex Bob Ghosio,Jr.,Vice-President �� 1p 54375 Main Road P.O. Box 1179 James F.King Southold, New York 11971-0969 Dave Bergen G John Bredemeyer �p �� Telephone(631)765-1892 oUNTI,� Fax (631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 30, 2011 Mr. Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: JOHN HARRIS 1122 CLAY POINT RD., FISHERS ISLAND SCTM#7-1-7 Dear Mr. Just: The Board of Trustees reviewed the site plan prepared by Richard H. Strouse P.E. dated May 20; 2011 and determined the proposed abandonment of the existing sanitary system and installation of new sanitary system with an area for 50% expansion of they system, if needed, to be out of the d jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 o he Town Code. Therefore, in accordance with the ciftent Wetlands Code (Chapter 275)and the Coastal Erosion Hazard Area (Chapter 111 n ermit is required. Please be advised, however, that no construction, sedimentation, or dist ance o any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the 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 Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is 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 within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sinc rely, Jill fDo�herty, Presiden BoaTrustees JMD:Ims New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 -Fax: (631)444-0360 Webslte: www.dec.ny.aov LETTER OF NO JURISDICTION-TIDAL WETLANDS••ACT-. AND FRESHWATER WETLANDS ACT • . John Harris August 16, 2011 11 Crooked Lane Manchester, MA 01944 Re: Application #1-4738-04059/00001 Harris Property, Clay Point Road, Fishers Island SCTM # 1000-7-1-7 Dear Mr. Harris: Based on the information you have submitted, the Department of Environmental Conservation has determined that the property landward of the 10 foot elevation contour as shown on the survey by Richard H. Strouse, last revised 7/20/11, is beyond Tidal Wetlands Act(Article 25) jurisdiction. In addition, it has been determined that your proposal to remove and replace the septic system is more than 100 feet from regulated freshwater wetlands, and is beyond the jurisdiction of the Freshwater Wetlands Act (Article 24). Therefore, in accordance with the current Tidal Wetlands-L:and-Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act, and in accordance with the current Freshwater.Wetlands Regulations (6NYCRR Part 663), no permit is required under the Freshwater Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above;or within 100 feet of the freshwater wetland boundary without permits. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands and Freshwater Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundaries and your project (i.e.. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ark Carrara Deputy Permit Administrator cc: JMO Environmental Consulting BO H BOH-TW File Town of Southold z Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 106D 007 ! STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN s�tricf 83 c fo -gl`oek'- of CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORr- t I SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain Ali Storm-Water Run-Off (Include Total Area of all Parcels located within 1�G 1) 4CI-5 Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) This item will include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all I and/or Ground Disturbance for the proposed S/ 61/, Site Improvements and the permanent creation of i construction activity? impervious surfaces.) (S.F./Acres) PROVIDE BRIEF PROJECT DESCRIPTION (Provlda Additional rages as Needed) 2 Does the Site Plan and/or Survey Shaw All Proposed PTI / Drainage Structures Indicating Size&Location?This _ ❑ �" / Item shall include all Proposed Grade Changes and rg9rti/ Gtvt� VGr _/Il.� n Slopes Controlling Surface Water Flow. /I � D n �, � 3 Does the Site Plan and/or Survey describe the erosion n Vk4. V d---w4eyt4� and sediment control practices that will be used to control site erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. i 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? i 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? El 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction El General DEC SWPPP Requirements: orwithin One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Constriction 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 larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to n — Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(i OD')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-0-10.001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOl shalt 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 — 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 rem will NOT Include the Instailetlon 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 a Box and the construction site disturbance Is between%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)andlor Answer for each Question is Req*od for a Complete Application) STATE OF NEW YORK, COUNTY OF..�u ................SS That 1, ,�.. �.�r ......being duty sworn,deposes and says that he/she is the applicant for Permit, i ........... O/v1►4S......��....... D r................ (Name of individual signing Document) And that he/she is the ................................................. j c (Owner,Contractor,Agent,Corporate Offlcor,etc.) Owner and/or representative of the Owner or Owners,and is duly audiorized 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 mill be performed in the marnier set fords in the application filed herewidn. f Sworn to before me this; ...................I...... .. .............d of............ .................WLA►$2016N.. l Notary Pub' . TARY PUBLIC,STATE OF NEW *�V)aei1;ppr1c;n , .. .. . N'O 01HEF222563 ......:...t) FORM - 06110 COMMISSION EXPIRESU5/24/2014 VJV so Town Hall Annex i ` � 54375 Main Road . Telephone(631)765-1802 CA �r ax(631)765- 5Q2 P.O.Box 1179 •� Q roger.richertti town.soutf90 d ny us Southold,NY 11971-0959 �l BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -T1DY�,/It b Date: 3 Company Name: 3 Name: License No.: Address: Phone No.: _ S — ri D JOBSITE INFORMATION: (Indicates required information) *Name: *Address: la 0 *Cross Street: *Phone No.: Permit No.: 1r7 n r) r7" Tax Map District: 1000 Section.—a_ Block: I Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES /0 Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connec Underground Number of Meters Change of Service Overhead . Additional Information: PAYMENT DUE WITH APPLICATION _ xi 4 /z- 82-Request for Inspection Form a Z & S CONTRACTING, INC. BOX 202 • FISHERS ISLAND, NEW YORK 06390 . Tel: (631)788-7857• Fax: (631)788-5600 March 20, 2012 Attn: George Town of Southold, Building Dept. P. O. Box 1179 Southold,NY 11971-0959 Concerning: John Harris building permit application Dear George, As per our phone conversation,please find enclosed the: • Health Department stamped plan • Storm water run off form �n E v Please let me know if I can be of any further help. KMAR 2 2 20 22 Sincerely, __ BLDG.DEPT. O'r!'N OF SOUTHOLD Thomas J. Shillo Jacob D. Albert,Architect 262 Washington Street, 2"d floor .Boston MA 02108 (617) 451-5740 6 March 2013 Gary Fish Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold NY 1.1.97".. Re: Kathryn & John Harris house Clay Point Road Suffolk Co. Tax Map #1000-007-1-7r1 Fishers Island NY Gentlemen: This is to let you know that I visited the house on February 28 and saw that" the open-cell foam insulation has been installed. I observed that the foam thoroughly,.=fills the stud and rafter bay cavities and that foam has also been installed in the gaps between window and door frames and their rough openings. It was suggested that we send this letter in lieu of an inspection.., since it is our understanding that an inspector will not be available for some weeks yet . ©seoaanaeesn�P t0 ARCN/�A�°`o, Very truly yours, IHE CiP �y Jacob D. Albert _ Architect �.. .; M E �r Copy to: Z&S Contracting MAR 11 2013 BLDG.DEPT. TOP-N OF SOUTHOLD Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857• Fax:(631)788-5600 � EC E JUL 2 0 2012 July 18, 2012 BLDG.DEPT. TOWN OF SOL'THOLD Mr. Gary Fish Town of Southold, Building Department P. O. Box 1179 Southold,NY 11971-0959 Concerning: Permit Dear Mr. Fish, Please find enclosed the foundation location survey for the new John Harris house project on Fishers Island. Sincerely, tnq Thomas J. Shillo pF 50!/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 � �Q �4UMY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 4, 2014 f Z & S Contracting Inc. PO Box 202 �� Fishers Island, NY 06390 t` Re: Harris, Clay Point Rd, Fishers Island TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: ('Application for Certificate of Occupancy. (Enclosed) W Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37077 - New Dwelling 'D WL-Q 1J G B. P # 3 7 677 3 7 0 BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted.. Date Reviewed., r�� Applicant: J " '`' Owner: K4 d- pam Archite,cl' Estimated Cost: Oaa SCTM# 1000 - 7 - Subdivision: Zone: -� Conforming? ��- n Proper City:Address: /E"�p"�'L� t3': Pre CM e 0� Building Permits (Open/Ex ' 9e : BP -Z/Go Z- ,In o: BP -Z/C/0 Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- Info: Single& Separate Search Required? Y orN Determination: -SToR R0M-c).FF: REQ. Lot Size: 1 01-0� 0.00 ACT. Lot Size: 2 7-57? REQ. Lot Cov. Ay7o ACT: Lot'Cov. REQ. Front �O ACT. Front REQ Side � ACT. Side 0-C- REQ. Rear PROP Rear Jva RE Height. 3,S ACT. H"C�d4< R E a. J3OTH S!DES�l� A e T. Q _ o'ect Descri tion: a/vim 1 7-R""`` P �'°� KIT M ' '"'t Water rout. or N? If yes, water body: �� Panel# lood Zo e: ulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED PLAN S(4f) SIGNED, 5E141_ED 0 SuP\/F_Y DR, SITE PLAN S olk County Health Y or N - If yes, *Bed#: lO *Date: a O/// *Permit#': �f�0- - 003 Town Septic: Y-9 If no, certification required: Y or N Received: Y or N By: NYS DEC: PRl<DEC9/1/75 Y 00 'N Date: gAL0 Permit#: or NJ Letter Notes: Southold Trustees: Y o ON Date: _/ /_ Permit#: J Letter- otes: Southold ZBA: Y ooI - Date: _/_/_ Permit#: -Notes: Southold Planning: Y orlDY- ])ate: '/ /_ Permit#: -Notes: Town Landmark C of A: Y A DTE: _/ *NYS CODE Compliance (page 2): Y or N CoN rTRA-� oR Uc�NS5 -- AISAB�LITY — LI/}Bft.ITy —• � kM I��S C MPS AR di Lc.c-�C� NcL �Ti} Fee Structure: Calculation: NEW W E L I- M G Foundation: ( �-s!v SF 7 5f X $ ,40 =$9, First Floor: 4 4 $O SF _�9 a _ + Initial Fee: $ ?-,o 0 , 0 b Second Floor: 9 A SF �3? Additional Fee �EMnI.PTIoN: 3 8 '5 SF ��hlor 3 �. SF x$ =$ 53 .,5 O Total: G 70 9 _SF 1.031 y(, 40 + Initial Fee: $ 1 ® 0 0 ��1� �/v �1-nd.L d C aF o r F O -�- �Additional Fee ( �: $ s _ '_'�I X,4 , 4 570, 00 3 6, 70 P�IC'/'i'l�/�l'� AS Tfl-L u���iP�E E -� TOTAL: $ �f' 1 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 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIR:E AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: Y/N LUMBER SPECI-E,S AND GRADE: YIN WINDOW AND-DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N- TRUSS DESIGN: Y/N CERTIFICATION: Y/N ..ENERGY CALCS//N (RESCHCK,� I V TOTAL COAIPLIENCE? Y/N (RETURN TO PAGE ONE) (VACANT IAND) j 1 WEST HARBOR frO9 a W•Re SITE f'' ` �s u wII� ,f o J s cl 1 # l , HDIR/L]ERGUWN YV.SG116 NC ` 1 DDIU 36 Lori W q AND AO01il0Aµl YAGINJ LAND 1 I \\ ➢„• o-, �/-Il 1 FF 1 11 rlll 1 n. „REIWN,TIG ARFA�I.7I3 ACRES 1 T l LOCATION MAP SCALE 1'=400' U • ENE�� I t 1 ����5. •:YK•\ lql; it 1.)PD{n µop[iqy ppNp v.N/RR6 PROPoSED PoOL eIOGK Jp IAis I e 2 :Ad a- NSXERS RLANO,NEµ YGRK SCKIE 1 =20 CNANp1EA,P•WER p:KWG / / II I 1 ORM'ICH.GONNEClIPf1 OMp�R I6.1885. Z Q 1 1 z ' I 1 THlS 9lRYEY NAS PREDNic9 FOR ME PNRfi:S ANJ PURPOSE POICAlEO (A Ld� y i t FSJ I BEnIEG1 11a Clff1R MD THE 91�RYEWR EImELT9 O AGX TO VI TT,it T, d O / I Tr�I ' 1 ENO.DEIAENT. l ;(Q O 1 1 1 lO P> ?6 A NO ATIpN Gr T E S A E EWXAMx A NR NH 'f6pN•UNUSS D a W K Z/ / -�___.�_____fiCiL]�LQ!' -j - • .I2 r".T' "O—THE O�AECIIOH Or A.—IA1D SfRYE2A, .LL2R AN LL S IKI " WAxYKAr• � z �o Pa]roN OF I (/ 1 J.1 ONLY ONES OE lN6 SUfiiY Y•R1FD IKIIH ME IMD SURvEYOR'S °d Q n / / •�•,(T ` OEmEo Mt — �__�-- O I I THE LAND 9JNeAN Yo tldfAWJ.EYDOS4D OR THE WK SEAL NN: PRoolltT OE W CI V) ,-- / mEA J1-Inr� w: E I 1 =a 4j D 0 5 AREA.15,1452 3 YJ GDtlmIHATE Iitw Gf2]lE uFASUtK.D raw us mtSr•xD awETK o Z U' Z u O..a ACRES) AQ I1 SU#E iRµNGMMY SIAIgN'tnN'. IS IN 11E TOMn Or SOUMON,COUNIY R SWThK TAK YAP 1pp0 La ' Li-(n L 1�9 uA-1 „pyo 6.)SO£IS LOGhD IN R-I.ZONE J • / / BS om w p0 5AL I p I � >.I arSE rOR LMIs N41D 1929. _ VI Q' 1` 6j PoRRO.YS a MIS 9,E UE wlTh`I R00p 20NE ]ONE!£ r Ld Ld NEN TOFIf WNYUXrtY:t0µ11 Otr�SOMi¢D\NUUBQC]fi081]V 0.Jp Or - Z(n � / „� .T•, I$ IxOIZ�6 WP SUiM:H WP NUueFA SOIOXYp]BII NM RNISO StPiD1GER 25, LLI r B(D0R SB 1DT 2 OCT 22 ZA) _ BER1 Mr. dwE m HARRIS - �\ PRDPesm Inr worse. OH b OVMER/DST/6ECl1ON/BLOCi(/LG' E%ISTINC AREA PROPOSED AREA JANE N.HARWS-1WO-7-1-7 1.62:ACRES 2.243 ACRES q v HENRY L FERGUSDN µJSEUµ,INC.-IDOO-7-1-6.1 2.062 MPi.S 1.713 ACRES 'E • 2R' � jf _8,p \ RDA➢_ m K B ib � � /p-pyl 1Y S'; ,�YS d�"Wip�`dIAII \ ` i6HER5 ISLAND DEYELEPUEM CORP.-1000-7-2-10 7.512 ACRES 7.242 ACRES m ry GtYFADO[INE ANNE N•Rm5 ,yam Yicdd" / \ A+ m R c e moa Sa \ , +Yci \ x/P x Dr ca EDwERLr I f APPROV ED BYD• HEa EUSDN'6� lEHL PLANNING BOAR . I r✓ mDATE:$M A.REo>_,j C H 2g5, 2ggd0\' \a( E � Of SOUT7W f DATE 10�19 I _ALE. 1:.-40' / or YKNm rENfF _ \ `$ �IC Gmdr •` \ I \ .M'Y•rYY]. BR4WDNE ~ •.. SHEET ouAEm CONTROL�cEATn uTION // mrcxocret'.vice IURRs\ \ E>S,Wc uAtER sfRaE ® 1 OF 1 t¢ax Jp-Lor e �� 8 cn m m WEST �a o� SITE t �❑ 4 I HENRY L. FERGUSON MUSEUM, INC. I X 1 �G 2 + t 0 +• ici V T I BLOCK 38 LOT 1 1 aq ticd � 'p? ar C� Q a g 9 AREA=1.71f ACRES I VACANT LAND' pp �± DEEDED FOR CONSEWABON I 1 11 �'�-F: B';( .,Hl--J',�TH SERVICES U o m _ ASLIMITSFL OF TIDAL GERUNDS a. u AS FLAGGED BY JUST- JMO I 03-9-2011 D ENVIRONMENTAL CONSULTING 1 I�1 m n 40 _ a-a �, aa• / 57i 40.7y* 1 1 I LOCATION MAP SCALE 1"=400' z49.7r I MAP REFERENCES . �� � � '�� �✓.� a �III 1 1fONUMEM 1-)PLAN MADE FOR DAVID F.HARRIS PROPOSED POOL BLOCK 38 LOTS 1 &2 ELEVA7M+ 18.95 FISHERS ISLAND.NEW YORK SCALE I--20'CHANDLER,PALMER&KING DRY 1 1 N: 1891.42 NORWICH,CONNECTICUT OCTOBER 28, 19&5. J `�\ WELL W. 112288 2.)SITE PLAN PREPARED FOR JOHN FARMS 1122 CLAY POINT ROAD FISHERS 6.w $ I ISLAND,NEW YORK.PROPOSED SEPTIC SYSTEM.REVISIONS N0.2 08/19/2011 WELL SINGLE FAMILY RESIDENCE REMOVE COTTAGE RHS.DATE MAY 20,2011.SCALE 1'-30' FPROJECT.PROJECT MONUMENT I MUNICIPAL WATER #2009815.SHEET 1 OF 1.CME A40CIATES ENGINEERING.LAND SURVEYING& PROPANE ROUND) I ON SITE SEPTIC ARCHREOTtIRE.PLLC. GENERATOR I I LIB 4 1.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED +4 HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN ME CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMur `tr .y,[x x ��••-- R.88.g5' 1 os °.! 1 AC R S A ER THE E THE STATE LICENSED LAW FOR ANY PERSON,UNLESS f ITEMN UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO ALTER AN ELEC.METER 1 1 REIA IN ANY WAY. ENCE7,--- 3.)ONLY COPIES OF THIS SURVEY MARKED TH THE LAND SURVEYOWS SIGNATURE AND AN ORIGINAL EMBOSSED ORINK SEA.ARE THE PRO UCT OF Q ELEC.SERVICE 1 0 1 THE LAND SURVEYOR. _] (18=29 2012 2u it Y ,+. \ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC COASTAL� I/URE / i' A ' w`. I a \ I 1 SURVEY TRIANGULATION STATION?11N'. HAZSHEET 40-Fl OF 49 1I I 5.)SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP 1000. G, ; Z f' r ` SECTION 007,BLOCK 1,LOT 7. LL Z 0 o a o I \ \ t, - DRY 8,)TOTAL AREA-1.62t ACRES. w = IL z Q i ^\ I +�`• FLD(xl ZONEUMD3�� \ WELL I _ '� I 7.)STIE 6 LOCATED IN R-120 20NE } U _ GRPVEL=TINE I In Z U O WELL caAss o•nne 13.)BASE FOR LEVELS:NGVD 1929. D• = to N J cq 9.)PORTIONS OF THIS SITE LE WITHIN FLOOD ZONE VE(EL-13)AND ZONE AE O 2 J VACANT LAND (E-11)AS SHOWN ON FIRM,FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, Q I NEW YORK COMMUNITY:TOWN OF SOUTHOLD NUMBER:360813 PANEL 38 OF rl IRON -4p a �+ I 1025 MAP SUFFIX:H MAP NUMBER 36103CDO38H MAP REVISED SEPTEMBER 25, Z two GV..oN 1 6 1 �'�' „ PIPE �r- 6' pEL sPlro rArec (S 1 �-'1 F �B 1 I NaO�T7 ffi' APPLICANT: \\\\\ .y1��•\ � NOt91BF11:9111 C /// HARRIS 11 CROOKED LANE MANCNESTER,MA 01944 LEAC I I 978-526-1795 ONSTALm �I I SEPTIC SYSTEM LOCATION DATA \ \ SFPI,C FJ�N610N DISTANCE DISTANCE N/F \\\ \\ 5 1 1 LOCATION LOCATION $ GWENDOLINE ANNE HARRFROM FROM IS \\\ \\\ 1 1 POINT` HOUSE HOUSE DESCRIPTION BLOCK 38 \ \ \ 1 CORNER CORNER (SINGLE FAMILY RESIDENCE 1 38.5' 20-3' INLET COVER\`\ \\\ �0. \ 1 ON SITE SEPTIC \\ \\ \ 1 1 2 476' 26.2' oUTIF Z T COVER Q 1 3 45.9' 29.9' D-Box m 5 �R=•a^- •»------•---•--•----- ML�NLCLL�AL._WAIER) 1 4 58.2' 23.7' LEACHING POOL 1 y 9 \\\ \\\ \ 5 69.0' 40.1' LEACHING POOL 2 SVd -. a 4" - '' _ '.t' T S-E-5� 1 1.+� . ._.. '•J V:_. . . ..._.... i�f'tfi�wS:LVItI CJ.c^..rEjlV iiJ `\ `\ yr4jiJ�TAS FOR T`a 38.9' TEACHING POOL 3 w NSF \ HENRY L. RSON MUSEUM a i IRON PIPE BLOCK 38 T L1=.O fILn MAR . rl \ (0.75t ACRES) - 09-05-90 01:IV LAND'�.1 ~� o Tin n nr•. le+..�...P,-....;-,:,i 1:.,..�i�.X'... j'..:-. ..•-f.1 \ ` �¢ ` Ii1S;i£C.ed anAcr CArtif•�;i:y f!11S �"e'''= i Cr `' 4:' i '": ;:zpd fG:'itCt to • I• \ \ IRON PIPE `� LETtlB Q E Ed f1G S3fisfactOI f FOR A LMAXINI 1 01F. _.11i't t" M,-_ . m :i APR 4 2014 m N/F NOW OR FORMERLY 'm 1 •.• SF SQUARE FEET BUILDING SETBACK LINE 0 n ¢ n Waiter J. t;mefo ,. _..=..a._�.-__�. .,....�._._.._...-_,....._....._,f_,.�._..N.....___'_ - - - BLDG. DEPT. �J•-,�.� y��`� ? a®'',Cv TOWN OF'nOUTHOLD DATE:mNOV. 15, 201 1 1� SCALE: 1' = 60' 30 15 0 30 PROJECT #2009815 GRAPHIC SCALE N FEET QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE SHEET 1 OF 1 3 o?� r Pro Hood Liner Installation I C'-Jl•`, immtnii nIIf-t%nynrlt E jl\ r PRO HOOD LINERS To reduce the risk of fire,use only metal ductwork. IMPORTANT NOTE: Pro ventilation hood liners must exhaust to the outdoors. Wolf recommends that the ventilation hood be installed DUCTWORK INSTALLATION 30"(762)to 36" (914)above the countertop.Consult a qual- THROUGH ROOF ified HVAC engineer for specific ducting applications. (A-1 0"(254)round-duct is reco•`mmed_oripr�o,�ventilatiom .hood liners..Use-onlyrlgd m tallrduetworkydoonot,us-ef_le'z� ducting. DECORATIVE HOOD -- Decide where the ductwork will run between the hood liner and the outside. Pro hood liners have a vertical discharge. T 12 A straight,short duct run will allow the ventilation hood to 12"(305) 1 j �(305) LINER HEIGHT perform most efficiently. Limit the number of elbows and 4"(1o2) transitions.Tihe duct run-shouldbe�Lo longer than50 ------- (15 m).There is a possibility of noise issues,if a remote I . —221/2"(572) blower is used with a short duct run. I LINER DEPTH 30"(762)To 36"(914) Unless you are using a remote blower,a roof or wall cap BOTTOM OF HOOD TO must be installed. Connect 10"(254)round metal ductwork COUNTERTOP to the cap and work back towards the hood. Use duct sealing tape to seal joints between ductwork sections. Pro hood liners have a backdraft damper included in the transition assembly. Local codes may require the use of an additional backdraft damper.Contact your local HVAC professional for specific requirements.In cold weather installations,a backdraft damper is necessary to minimize the backflow of cold air into the room. Local building codes may require the use of make-up air. Consult your local HVAC professional for specific require- ments in your area. REScheck Software Version 4.4.2 Compliance Certificate Project Title: Kathryn & John Harris House Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Building Orientation: Bldg.orientation unspecified Glazing Area Percentage: 20% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Fishers Island,NY 06390 John Harris Jacob D.Albert,Architect I Crooked Lane Z&S General Contractors Manchester by the Sea,MA 01944 978.526.8852 Compliance:Passes using UA trade-off Compliance:2.6%Better Than Code Maximum UA:847 Your UA:826 The.%Better orWosse Than code index reflects how close to compliance fha house is based on code trade-off rules. eq DOES NOT Provide an esumaie of energy use or cost relative to a minimvmwde home. Gross Cavity Cont. Glazing UA Assembly Area or or D•. Perimeter U-Factor Bedroom Wings:Wood Frame,16"o.c. 2072 19.0 0.0 102 Orientation:Unspecified Wdw-19B:Wood Frame:Double Pane with Low-E 319 0.350 112 SHGC:0.32 Orientation:Unspecified Or#5070:Glass 35 0.320 11 SHGC:0.45 Orientation:Unspecified Or#F944:Solid 18 0.700 13 Orientation:Unspecified West Porch wall:Wood Frame,16"o.c. 827 19.0 0.0 36 Orientation:Unspecified Wdw-5C,2D:Woad Frame:Double Pane with Low-E 129 0.350 45 SHGC:0.32 Orientation:Unspecified 3-dr#5070:Glass 105 0.320 34 SHGC:0.45 Orientation:Unspecified East Lib Wall:Wood Frame,16"o.c. 117 19.0 0.0 5 Orientation:Unspecified Wdw-4A:Wood Frame:Double Pane with Low-E 36 0.350 13 SHGC:0.32 Orientation:Unspecified East Mudrm Wall:Wood Frame,16"o.c. 184 19.0 0.0 9 Orientation:Unspecified Wdw-2A:Wood Frame:Double Pane with Low-E 18 0.350 6 SHGC:0.32 Orientation:Unspecified Dr4F944:Solid 20 0.700 14 Orientation:Unspecified Remaining East wall @entry:Wood Frame,16"o.c. 827 19.0 0.0 43 Orientation:Unspecified Wdw-10A:Wood Frame:Double Pane wlth Low-E 92 0.350 32 Project Title:Kathryn&John Harris House Report date: 11/01/11 Data filename:P:14JOB-CUR1HarrislPemutslResCheck.rck Page 1 of 6 SHGC:0.32 Orientation:Unspecified dr#custom:Solid 22 0.700 15 Orientation.Unspecified 2nd floor entry walls:Wood Frame,16"o.c. 175 19.0 0.0 8 Orientation:Unspecified Wdw-2xF,E:Wood Frame:Double Pane with Low-E 44 0.350 15 SHGC•.0.32 Orientation:Unspecified 2nd floor bedroom walls:Wood Frame,16"o.c. 443 19.0 0.0 17 Orientation:Unspecified Wdw-2xJ,E,G,1 ixH:Wood Frame:Double Pane with Low-E 161 0.350 56 SHGC:0.32 Orientation:Unspecified Celling-Wings:Cathedral Ceiling 2346 33.0 0.0 73 Ceiling-LibBMudroom:Cathedral Ceiling 540 33.0 0.0 17 Ceiling-bedrooms:Cathedral Ceiling 1188 33.0 0.0 37 Ceiling-Entry:Cathedral Ceiling 346 33.0 0.0 11 1 st floor:All-Wood Joist/Truss:Over Unconditioned Space 3370 33.0 0.0 101 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 REScheckVersion 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. e V. ' �E net �p. w 1 �► 1 Name-Title Signatu �•` °°°°p D A 1". l i Date °GO C ° e���o *% o°o ogo �'�t��FTHf StAlE�000°0� t��89in➢n50��'0 Project Title: Kathryn&John Harris House Report date: 11/01/11 Data filename:P:14JOB-CUR1HarrislPermitslResCheck.rck Page 2 of 6 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling-Wings:Cathedral Ceiling,R-33.0 cavity insulation Comments: ❑ Ceiling-Lib&Mudroom:Cathedral Ceiling,R-33.0 cavity insulation Comments: ❑ Ceiling-bedrooms:Cathedral Ceiling,R-33.0 cavity insulation Comments: ❑ Ceiling-Entry:Cathedral Ceiling,R-33.0 cavity insulation Comments: Above-Grade Walls: ❑ Bedroom Wings:Wood.Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ West Porch wall:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ East Lib Wall:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ East Mudrm Wall:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Remaining East wall @entry:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ 2nd floor entry walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ 2nd floor bedroom walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Wdw-19B:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wdw-5C,2D:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wdw-4A:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wdw-2A:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Kathryn &John Harris House Report date: 11/01/11 Data filename: P:\4JOB-CUR\Harris\Permits\ResCheck.rck Page 3 of 6 ❑ Wdw-10A:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wdw-2xF,E:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wdw-2xJ,E,G,11 xH:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Dr#5070:Glass,U-factor:0.320 Comments: ❑ Dr#F944:Solid,U-factor:0.700 Comments: This door is exempt from the U-factor requirement. ❑ 3-dr#5070:Glass,U-factor:0.320 Comments: ❑ Dr#F944:Solid,U-factor:0.700 Comments: ❑ dr#custom:Solid,U-factor:0.700 Comments: Floors: ❑ 1 st floor:All-Wood Joist/Truss:Over Unconditioned Space,R-33.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. Project Title: Kathryn&John Harris House Report date: 11/01/11 Data filename: P:\4JOB-CUR\Harris\Permits\ResCheck.rck Page 4 of 6 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: ❑ Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: l] Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: l] Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Project Title: Kathryn &John Harris House Report date: 11/01/11 Data filename: P:\4J0B-CUR\Harris\Permits\Res Check.rck Page 5 of 6 Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage> 15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Kathryn&John Harris House Report date: 11/01/11 Data filename: P:\4J0B-CUR\Harris\Permits\Res Check.rck Page 6 of 6 2010 New York Energy Conservation Construction code Certificate Ceiling I Roof 33.00 Wall 19.00 Floor/Foundation 33.00 Ductwork(unconditioned spaces): D.. Window 0.35 0.32 Door 0.32 0.45 qoolingEquipn�ent Efficiency. Heating System: Cooling System: Water Heater: Name: Date: Comments: N CV) $ a1 32-2 31-13 ^ N C 31-12 00 LOCKING CASTING OD 1 - I des�atx I/I I/^ll#i� I •� C7 a •�TO GRADE PROPOSED GRADE 0* � N c 32-1 �I.,e�' i N ENDCAP TYPE 32-4 31-1a //--\\ 4 C1 F4 d V LEVELING DEVICES / 7� Q �n yin MIN. 4' INLET 32-6 31-15 •T-4 2" MIN. ABOVE J " M OUTLET INVERT 2" MIN. \ / I �' 34-15 R'i F- N o 0 F- BAFFLE REQUIRED 38-1 32-5 / •U 0 U IF INLET PITCH EXCEEDS (� 17E Q l h C) rr-! .�„y Vz O 1/2" PER F00T Z V >, 0 m �-2 /\ 1/ 'I 4 34-14 TYPICAL DISTRIBUTION BOX // 33-7 \\ Ir ( p 0. = =5 NOT TO SCALE ' R= 1054.11 38-7 \ N 1 33-6 \\ _ )� C_ -�( I 34-12 •� 33-5 V 1 HARRIS rr LIMITS OF TIDAL WETLANDS JOHNSON 33-a 3 -1.3 10 N rn ch ' AS FLAGGED BY G. JUST- 1 3B-4 JMO ENVIRONMENTAL CONSULTING l 03-09-201 1 i \ // 37-12 33-2 34-13 r T 1 37-11 s` N/F \ 36-5 S 1 1 1 APPROX. - HENRY L. FERGUSON MUSEUM / 1 EXISTING SEPTIC 37 --10 37-' �P� 34-e I39 1 37 2 (VACANT LAND) \ AREA 37-9 j4-7 � l �r LOCATION MAP SCALE 1 "=400' V SINGLE FAMILY RESIDENCE COTTAGE TO BE REMOVED. 5 t DISCONNECT WATER P (T \ 1 1 (MUNICIPAL WATER / / s SERVICE \ 1 ON SITE SEPTIC SYSTEM) - $S, I O �P \\\T .I✓� LAWN ( \ \- JEST HOLE DATA - / / + / �G LIMITS OF 1) (r� ( �, BY: R. STROUSE P.E.L.S. (03/25/201 1) '? FLOOD ZONE VIE I I } - "� ) / 9Ty�-t I (ELEi/.=13) 7 s 4a 0„-4" TOPSOIL , �- APPROX. LOCATION EXISTING MAP I 4"-32" SANDY SUBSOIL l .ate 11 CESSPOOL- TO BE 32"-1"�' FINE SAND i; 1 ,c �� r SS6`\ mot`\ 1 PUIMPED AND FILLED WfTH ` I `I I WATER AT 14 - ELEV. 2 l i PLAN Gj1 ,y^ ^�`ti rr `�S - � , , \ SAND OR GRAVEL / 4"a x,-� ,�" , i � �� \�� ExIsrlNc (' `�i'-- 80 1. 524,.E \, `' � Unified Soils Classification (USG) System (from ASTM D 2487) COTTAGE tJ 50. ` . Major Division: Coarse-Grained Soils, Clean Sand _ ti / i Group Symbol: Sp, Poorly graded sands, little or no fines I / i / GRASS AREA / ` _ �J � w I I ➢ BENCHMARK—MONUMENT NRCS, USDA Soil Classification: PIB-Plymouth loamy sand, 3 to 8% 0 ,s �c� 11 ^' cr ELEVATION s 16.95 a❑ a E�o ❑ _ 1, 100, EDGE OF / / v I� 4� G` REE �4Q 1 p I �XI N: 1891.42 r yt ❑❑ 1--]ID 0 ❑ i COASTAL EROSION BRUSH�I, / i �z rlSTaNNE� `V i7 , ' 20''W1 o W: 1122.66 SEPTIC, SYSTEM DESIGN FOR 6 BEDROOM RESIDENCE �0 O� � �� N / /,�, HAZARD LINE = / z PATIO ` `�8� PROVIDE - 1500 GALLON SEPTIC TANK / - -o _ r _ 5 - 1 0 SHEET 46 Fl OF 49 WALK (% _J- < R_88.8 ) \ 01 PROVIDE - 1 DISTRIBUTION BOX \ o _ �- (` 4s" ) 1 m PROVIDE 3 6'6" X 6'5" LEACHING POOLS (SEE DETAIL) ❑❑ O ❑❑ /�' / MAPLE f� x ❑0 O 0 0� -- -w- to -I INVERT ELEVATIONS- ❑❑ DOO ❑❑ w _ z ❑❑ O O ❑❑ LAWN `' / u " DBOX INLET- 13.17 ❑❑ ❑❑ / _ / / = ✓i �, 1 1 DBOX OUTLET- 13.0 - `ELECTRIC I / ��" EXISTING i / METER y 1 LEACHING POOLS INLET 12.8 W �x 1 ✓ HOUSE n; __ _� ELECTRIC 6.1 l 1_� FF=17,9 i \� /' VAULT 6'-6 18 CHERRY r '' �� \.\ �^7 ➢ �/ U� LEACHING POOL DETAIL / % -� i \ �`� 70 zl a >_ tomO - TREE ,•.'}, 1 q MAP RI'FERENCES O ?- NOT TO SCALE / , J 1 i" �N 1- \ 111 2 TWIN I 'i/pt�1 �� v �O / I / / ]TREE i � ^j IO 1•)PLAN' MADE FOR DAVID F. HARRIS PROPOSED POOL BLOCK 38 LOTS 1 & 2 0O �/ 12° PINE h 11 w F- LLJ HIGH JLiHJVi`irL �Rvurv�wnTCr `" \ ( PpOMQF q �SQQ �. k w I v `y P (� FISHER ISLAND, NEW YORK SCALE 1 = 20' CHANDLER, PALMER & KING z ILL z z — ��-_, \ I , GALLON SEPTIC TANK )�_ GARDEN - I � , _ � _ . NORWIc i t, i OtvNEC i ICU l OCI OBER 28, 1985. d 0 0 Q PATIO I r�J 7 I I APPROX. LOCATION EXISTING y <\ I W � CL z W i I < rr CESSPOOL- TO BE LOCATED r r,- _� �\ sroNE � II , a > U) PUMPED AND FILLED WITH „ DRIVE �'�_ _---- I SAND OR GRAVEL �� ':�_rr �• (� L11 z \ I � I i \\ PROVIDE DISTRIBUTION " ,�\ --- - NOTES N LLJ \ I I I Z \ \ BOX AND 3 LEACHING i 12" CHERRY �� f .i ( I O N w (n \ t j� < \ `• POOLS 1• THIN SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED '� _ ( \ \ LAWN `� CLUMP MAPLE ) .- (n O hILL uh HEREOPI, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO ^ } \ 1 12" OAK g0 \ \ I BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE T LIMITS OF CLEARING. GRADING 1 GARDEN, O �-1� � r' ENGAGEMENT. LIMITS OF TIDAL WETLANDS i \ \ 1 I r \fit AND GROUND DISTURBANCE~ \ / / C 1 AS FLAGGED BY G. JUST- F� \ \_1 I T ` ( \ 1^� /7 J �, \ 2. IT :S A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS JMO ENVIRONMENTAL CONSULTING 1J \ \ _ EST I I ACTING UNDER TH 03-09-2011 \ i \ PROVIDE A CONTINUOUS LINE 1^) HOLE u- I C G U DE E DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN I I ITEM IN ANY WAY, 1 � OF SILT FENCE AND MAINTAIN tr,.� 12"' PINE \ ,r \ -c_ THROUGHOUT CONSTRUCTION v y �12" CHERRY I 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 77 x \ /`50X EXPANSION AREA 17.1 x ti I I SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF �� � - \ \ <<� I \ LAWN ( , I THE LAND SURVEYOR. � RED FROM U.S. COAST AND GEODETIC �� 1 4.) COORDINATE DISTANCES ARE MEASURED \ I 1 SURVEY TRIANGULATION STATION "NIN". t Q� ruck `l('✓r/ \ \ \c3 Y( f� T- \ 0�1 ti'r S" MAPLE , 5.) SITI" IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, S = �4,`U 1 SECTION 007, BLOCK 1, LOT 7, ce So 40 s� \ \ \ ` r �p� \ /( 1 1 6.) TOT4L AREA = 1.62f ACRES. O \ 7.) SITI" IS LOCATED IN R-120 ZONE. 0 O KNOCKOUT INLET AND S/�G2/ 9if�� '� \ \ /ry \u0 �; \ l 1 c Z w a LU Q y �\ \ O/ i' ( \ ` 8.) BA,E FOR LEVELS: NGVD 1929• O v o Q OUTLET OPENINGS C'j� �� �i \ \ co /y [� \ r JJ / to o Opr S �. ,� GU 9. POPTIONS OF THIS SITE LIE WITHIN FLOOD ZONE VE EL.=13 AND ZONE AE w a F vIF �� �` FA9� �'� ��\ \\ �• 7 \ �-r HENIRY L. FERGUSON MUSEUM 1 ) ( ) � o � ��G •(Q P�,q � � "t RIBS INSIDE �\ \ L=44'17 - \ (EL.=11) AS SHOWN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY Q > �\1. LLJ PATHS \\ R�37 76 \` �( ' BLOCK 38 LOT 7 \ \ NEW YC.RK COMMUNITY: TOWN OF SDUTHOLD NUMBER: 360813 PANEL 38 OF - w S� ��p 20 S \ sox `J r k 0. 75f ACRES \ 1026 Is'AP SUFFIX: H MAP NUMBER 36103CO038H MAP REVISED SEPTEMBER 25, > �.�Q r ` + N + s�� F ��10 0 1 s5' \ / / (VACANT LAND) \ \ 2009. w IF J � \\ \\ 100 \ �_� \ \ APPLIC/NT: CN o N JOHN FARRIS o \ \ Q N 1639.10 A �j� \ \ 11 CROOKED LANE o 0 Q O� 7 MANCHESTER, MA 01944 CAST W 1344.14 TAB �� / \ \ 978-526-1795 0 00NCRETE VVI COVERS ���\ \ fix` Z v l� \ PLAN LIMITS OF FRESHWATER WETLANDS AS FLAGGED BY R. MARSH NYSDEC 7 c IFS � N I � COVER LOCKING CASTING ON MARCH 9, 2011 \ \\\ \ Q CL � TO GRADE TO GRADE IF DROP 'T' \\ 7 N/F NOW OR FORMERLY = °' U' Fide IS USED FINISHED GRADE �� � `� \ 0 � o SF SQUARE FEET 11 CHIMNEY �\ o o cn cn o 0 � 4 x 4 12.6/12.6 A. WI E MESH � 'a• x H2� 6 x 6 6/6 G WIRE MESH m0n 6" \\ FF FIRST FLOOR m o I o N INLET 3" VENT 3" VENT OUTLET �\ \ - 10 - EXISTING CONTOURS Li O Z w w 1a _/ \ (2)-2"x2"X3' STAKES o 0 o �\I \ FILTER FILTER r' C� [' o U) Q- w '�, w EACH BALE STONE WALL z r �I � i LIQUID LEVEL \ �\ FABRIC FABRIC Y ` I( 1� ' o, CONTINUOUS HOT a" OUTLET i EDGE OF LAWN 0- w C3 = o -J BAFFLE m o o C� c) ASPHALT SEAL POST -\X-\/-\/-XX- `a I 1/8LINED PVC H "i WOOD FENCE n 2012 4^ SCHEDULE #40 60" GAS I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL DA E' MAY 20, 2011 1 INLET BAFFLE 1 DEFLECTOR COMPACTED BRUSHLINE \ . AND CONSTRUCTION OF SUBSURFACE SEWAGE e BACKFILL / n , DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE � BUILDING SETBACK LINE SCALE: -- ..= AND WILL ABIDE BY TH CONDITIONS SET FORTH ANGLE 10' UP SLOPE 4 �� T REIN AND ON THE ERMIT TO CONSTRUCT. FOR STABILITY AND SILT FENCE BACKED xxX INVERT ELEVATION PROJECT200981 CROSS SECTION SELF CLEANING BY HAYBALE BARRIER NOT TO SCALE *TH# TEST HOLE SEPTIC TANK AP ANT QUALITY CONTROL CERTIFICATION 30 15 0 30 u PROPOSED BURIED UTILITIES NOT TO SCALE _ SHEET GROUP REVIEWED QAT , GRAPHIC SCALE IN FEET 1 OF 1 PROJECT MANAGER SURVEY �" 71� N O cM U � m 32-2 31-13 -m C 31-12 N N Op N 00 32-1 TT 1 I/ �R50R 32-4 31-14 5 -V 1 0,8 a U 54 32-6 31-15 W ',._, �� CO y ti Q�j aj a o p�' 3 34-15 (n 1� � �+ F- N 1 1 5 Q o3� •rl U .2 p U V 32-5 O38-1 z U UZI- 5 cl, 11) OI Q C/I r O 4 34-14 4�1 N HENRY L. FERGUSON MUSEUIM, INC. 1 +38'2 33-7 o ,� BLOCK 38 LOT 1 I AREA= 1. 71 f ACRES 1 38-7 m m "VACANT LAND" 1 1 33-6 in 2 DEEDED FOR CONSERVATIION I 1 ° 34-12 5 v I 1 I HARRIS 33-5 1 33-4 3 -1,3 U) N JOHNSON M LIMITS OF TIDAL WETLANDS 1 I AS FLAGGED BY G. JUST 1 38-4 I JMO ENVIRONMENTAL CONSULTING 1 03-09-2011 4-13 3 37-12 33-2 W I 1 1 38-5 37-11 37-1 (.P� 11�11�40. 37-10 34-8 39-1 37-2 34-7 37-9 ' s88.1s'16"E 1 1 I LOCATION MAP SCALE 1 "=400' 1 249.71' rn o � � N LA 0 \ 1 MAP REFERENCES Y \\ \ 0 1 1 I 1.)PLAN MADE FOR DAVID F. HARRIS PROPOSED POOL BLOCK 38 LOTS 1 & 2\ \ BENCHMARK-MONUMENT / \ I ELEVATION = 16.95 FISHERS ISLAND, NEW YORK SCALE 1" = 20' CHANDLER, PALMER & KING N: 1891.42 NORWICH, CONNECTICUT OCTOBER 28, 1985. OLD CESSPOOL I W. 1122.66 2. SITE FLAN PREPARED FOR JOHN HARRIS 1122 CLAY POINT ROAD FISHERS / / "� ^"�� ��� r-COLLAPSED AND ( ISLAND NEW YORK. PROPOSED SEPTIC SYSTEM. REVISIONS NO. 2 08/19/20,11 FILLED W/ SAND v, 1"= I REMOVE COTTAGE, RHS. DATE: MAY 20, 201 1, SCALE; 30'. PROJECT MONUMENT SINGLE FAMILY RESIDENCE MUNICIPAL WATER #2009815. SHEET 1 OF 1. CME AAOCIATES ENGINEERING, LAND SURVEYING & / / �� ♦ -? (POUND) ARCHITECTURE, PLLC. o I I ON SITE SEPTIC NOTES o / J N 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED / cn \ I HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO I` \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE / !0 o o• Sg1.44'20'W ENGAGEMENT, o \ = 00 ,Z,• i i� R=8S.85 `O \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS (Z% no M ACTING IN AN IN DE THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN m� � _ = W W C_zlONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S �O EXISTING -- \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF FOUNDATION LOCATED / /� Q \ THE LAND SURVEYOR. [� �t` Q� I 06-29-2012 - R ,���+ \�� 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC _ Q SURVEY TRIANGULATION STATION "NIN". O COASTAL EROSION �; /� i ��� 0 L z HAZARD LINE ♦ �, / i I� �1 ��\ �\ \ 5.) SITE !S IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, Q Ow Z z O SHEET 4E-Fl OF 49 SECTION 007, BLOCK 1, LOT 7, Q Ld J.. a_"A" /� I i �� -- \ 6.) TOTAL AREA = 1.62f ACRES. L,� Z Q > Q >' U ��' I 7.) SITE IS LOCATED IN R-120 ZONE. D w 7- LIMITS Q OF� �� I -- --- �/ _ U) 0 - FLOOD ZONE VE `� ! I a_ _ (n / _ 8.) BASE FOR LEVELS: NGVD 1929, N Of I \ 9.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONE VE (EL.=13) AND ZONE AE \ I I OLD CESSPOOL (0 o N (EL.=11) AS SHOWN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, Q \\ l\ I COLLAPSED AND 3 / VACANT LAND NEW YORK COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF z \ FILLED W SAND 4 1026 MAP SUFFIX: H MAP NUMBER 36103CO038H MAP REVISED SEPTEMBER 25, _ / TEST 7 , IRON \,-40.86, �, \ 2009. \\ \\ I 16 1 PIPE �19.28, m 1 Q g0 27'36 E 1500 GALLON N 677 27 APPLICANT: \ SEPTIC TANK 5 1 ` 1 S mo `\. R= JOHN HARRIS \ (INSTALLED / ` / o• 11 CROOKED LANE NOVEMBER 2011) \`S�A� I I MANCHESTER, MA 01944 LOCATION OF 3 978-526-1795 \ \ LEACHING p \ \ POOLS (INSTALLED VW� IU \\ \\\ NOVEMBER 201 1) J1 I I SEPTIC SYSTEM LOCATION DATA \ \ SEPTIC EXPANSION r \\ \\ AREA 5'1 1 DISTANCE DISTANCE FROM FROM m m LOCATION LOCATION N/F \\ \\ ti° 1 POINT # "A" .,B" DESCRIPTION GWENDOLINE ANNE HARRIS \' \\\ 1 1 HOUSE HOUSE BLOCK 38 \\ �\ 1 1 CORNER 5, 3'COR0N3R INLET COVER Z a (SINGLE FAMILY RESIDENCE \ `'o y 1 2 42.6' 26.2' OUTLET COVER O 0 g ON SITE SEPTIC \\\ \\ 4 1 1 3 45,9' 29.9' D-BOX 0 MUNICIPAL WATER) \ \ >��. 1 1 4 58.2' 23.7' DRYWELL 1 N o \\ \\ \ 5 69.0' 40.1' DRYWELL #2 \\ \\ MONUMENT 6 58.0' 38.9 DRYWELL 3 > o 7 45.4' 50,2' OLD CESSPOOL w N \\\ \\\ �,�p� N/F \ \ Li o \ \ HENR`'' L. FERGUSON MUSEUM IRON PIPE BLOCK 38 LOT 7 61 (0.75± ACRES) - 09-05-90 0 z �� \\ `s�• "VACANT LAND" LEGEN Q p W \ \ S \ \ IRON PIPE o 00 `n \\ \\ N/F NOW OR FORMERLY 00 I 00 \ \ \\ \ SF SQUARE FEET o O � = o m N Li I 0Y I N FF FIRST FLOOR p O 0 p J Z W W L� STONE WALL � Y o EDGE OF LAWN O w ao� 2 O a_ m o o u v Ii - WOOD FENCE DATE: NOV. 15, 2011 BRUSHLINE BUILDING SETBACK LINE SCALE: 1 " = 30' �TH# TEST HOLE PROJECT #2009815 30 15 0 30 Tu PROPOSED BURIED UTILITIES GRAPHIC SCALE IN FEET SHEET QUALITY CONTROL CERTIFICATION 1 OF 1 GROUP REVIEWED XA7 E PROJECT MANAGER SURVEY o Y \ O �� S CD 0 U r- FISHERS ISLAND NY � U z � o � O INDEX # DRAWING 7-27-11 7-27-11 8-10-11 9-9-11 10-11-1111-3-11 1-5-12 1-16-12 1-16-12 ~' N FIDCO PRELIM PRICING PERMIT PRICING 1.0 SITE PLAN O O O O O O O O O SURVEY 0 0 0 0 0 2.0 FOUNDATION PLAN 0 0 0 0 0 0 0 O :z '•�P y� , 2.1 1 ST FLOOR FLAN 0 0 0 0 O 0 0 0 0 cc . O O O O O O °• 2.2 2ND FLOOR [PLAN 0 0 0 2.3 ROOF PLAN 0 0 0 0 0 0 0 0 O 3.0 PERSPECTIVES 0 0 0 0 0 0 0 O JkY 3.1 ELEVATIONS 0 0 0 0 ON 0 0 0 0 ' 1 3.2 ELEVATIONS 0 0 0 0 0 0 0 0 0 �. 3.3 ELEVATIONS 0 0 O 0 0 0 0 0 0 �/ 1 4.1 SECTIONS 0 0 0 O 0 0 0 0 H 4.2 DETAILS 0 0 0 0 0 0 0 0 4.3 DETAILS 0 0 0 0 0 0 0 0 4.4 CHIMNEY DETAILS 0 0 0 5.1 INTERIOR ELEVATIONS 0 0 5.2 INTERIOR ELEVATIONS 0 0 / 5.3 INTERIOR ELEVATIONS 0 0 5.4 INTERIOR ELEVATIONS 0 0 5.5 INTERIOR ELEVATIONS 0 0 5.6 ^INTERIOR ELEVATIONS 0 0 / TREES & LAWN 5.7 INTERIOR ELEVATIONS Q Q /� � UNDER RO H �, -�'`. � F-•-I W E S T D HOUSE = 0 5.8 INTERIOR ELEVATIONS 0 0 5.9 INTERIOR ELEVATIONS o o N A R B 0 R / / ♦ ��- a �'� 01 / LOW SHR EERY 5.10 INTERIOR ELEVATIONS O O / 6.1 INTERIOR DETfAILS 0 0 /' WILD G SSES 6.2 INTERIOR DETfAILS O O 6 / / li � lj Iliil \ n 7.1 WINDOW SCHEDULE O O O 0 O 0 0 0 O / ESTONE i* 1 % - � 7.2 DOOR SCHEDULE 0 0 0 / ISTIN ERRACE I I ° QLD GAWE 7.3 WINDOW INSTALL DETAILS 0 0 / / TONE LL i I I % DENS W _ S-0 STRUCTURAL 00 O O / e / l�.j�' = i { �' Q sHRu P NTIN GRASS `' ( �� t-�-•I S-1 ISTRUCTURAL 0 0 0 0 / S-2 STRUCTURAL 0 0 0 O / a �` i ' o ~ ,r ORCH i ', ' ' I ! ! HOUS t v O C) O O / 16 a�'F. ; ! 1 PO p S-3 STRUCTURAL � � � S-4 STRUCTURAL 0 0 0 O ,� , � I j ., 1.. 3 . a� 1� I > ��i TREE RED E 1 �' E2.0 BASEMENT ELECTRICAL PLAN 0 0 O O ♦ ` E2.1 1ST FL. ELECTRICAL PLAN O 0 0 I � BLUESTONE NEW SHRUBS E2.2 2ND FL. ELECTRICAL PLAN 0 0 0 O ♦ , � ' l I i I `� i �I 1 WALK V TREE BARN I I REMOVED °R ♦ ! II ' -NEW TREE 8.1 BARN PLNS, ELEVS, SECTION 0 O O O O 1 O O O O S-5 BARN-STRUCTURAL O O O O ,� GRAVEL IVEWAY cu S-6 BARN-STRUCTURAL O O O O / ♦ v� �..`�< S-7 BARN-STRUCTURAL 0 0 0 O ♦ (.` ,+'�( Co E8.1 BARN-ELECTfRICAL PLAN 0 0 0 i ! DENSE SHRUBBERLIJ Y 3 ♦ \ LAWNO� ' LAJ > I / _O _ - ♦ \ NEW BA 141 ♦` O / / RETAIN STORM WATER RUN FF PURSUANT TO CHAPTER 236 A ♦ _ . �� OF THE TOWN CODE. LUMTING / 1-L !U. IA, YkIt aTE ♦ I IPW'�. EA LIN' 'S MED WILD GRASSES / cST 'EFOIN-COVES rm COMPLY AL CODES OF R:.UI! ? Ct:R7 l.''�TIO J ♦ / NEW YORK STATE TOWN COD ON IT '"70,17E ♦ / AS REQUIRED-ANr?-6 N1D1T1G'rS-@F,- CER ,X*JPANCY Q / / �OLDTOM, ZBA� S©I*DE SE IN V"��"TAR SOFLAB""'"3 EO"'0 SU:P,�L.Y q.ST Pj CA, "SOT Q / Z 4- smv"Tmri�m�_ EXCEED ' 10 O 1%LL'AD, d jt Ys.D'- ® o TREES & 1 UNDERGROWTH ♦ :/ CD A40PROVED AS NOTED CLCCTRIC,r,tl ® n - _[ ° = INSPECTION REQUISr D � 0BY. c� ♦ ; . I3�i7 W Z ♦� DO NOT R'3OCEED WITH Pi()11`y B('ILDiNG DEPARTMENT AT {- U Ft'f" CNG'UNTIL SU` VE'Y ,:)C2 8 AM TO 4 PM FOR THE ►---► "' , ++ F'(). LO.,ING INSPECTIONS: (� ' d,'FC?LS.�ATI L�r�`i 1 f numDAT10N-TWO REQUIRED HAS E_ . Fr icon°� FAR POURED CONCRETE 2 ROJGH-FRAMING,PLUMBING, 1 OCCUPANCY OR 3. NS ON STRAPPING, ELECTRICAL &CAULKING 4. FINAL-CONSTRUCTION USE IS UNLAWFUL MUST BE COMPLETE FOR C.O.ECTRICAL MEET THE WITHOUT CERTIFICAT EQ I EMENTSLl_ I ON OF THELCODES OF NE OF OCCUPANCY YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 7'):\4]OB-CUR\Harris\Drawings\plot\Site Plan.dwg, 1/19/2012 12:10:50 PM ^>� N E N V i 32-2 31-13 _ C 31-12 bb CA 0 �/ c7 00 ' 32 , — a� o� a 32-4 31-14 / \\ C�, 32-5 SILT FENCE �� 31-15 / •!�� ce) T v 8, WOVEN W/ MAX. 6E MESH 14 \\ �/ 4 ll 3p 34-15 W U o GA ap SPACING) 36" MIN. LENGTH FENCE 10 MA)(' CENTER TO CENTER 38-17t� 3�-5 POSTS DRIVEN MIN. 16" I Q ll 2° ' V 1 1 Q) 0 0 I -1 // � rn INTO GROUND �j O r // y U Z 4� 00 HENRY L. FERGUSON MUSEUM, INC. 1 I //.;: 34-14 BLOCK 38 LOT 1 38.2 — i 33-7 \\ Q' ll L..� 4O C N 1 rt AREA= 1.71± ACRES 1 \ 4D �I I "VACANT LAND" HEIGHT OF 38-7 \ a) �\\\/T\/\�j//�//\ \ \ I FILTER = 16° MIN. rs DEEDED FOR CONSERVATION I // 33-6 c CU r 1 \ \\/ EMBED FILTER 1 11 // RABBIS 33-5 34-12 `./ 2 U A\ CLOTH A MIN. OF , s" IN GROUND ! LIMITS OF TIDAL WETLANDS -1,3 U) N AS FLAGGED BY G, JUST- JOHNSON j L0 M JMO ENVIRONMENTAL CONSULTING 1 1 // = 03-09-201 1 ` 3e-a / EXISTING C017AGE 1 // 34-13 PERSPECTIVE VIEW REMOVED ."t TO BE REMQ D 11 1 37-,2 33-2 `f T 1 I, 38-5 37-11 40' ,`- / \ � PROVIDE ONE(1) I-- I I 37-10 37-1 34-8 WOVEN WIRE FENCE ("MIN. 14 I S88'15'16"E / CONNECT ROOF LEADERS 8'0 X 6' DRYWELL 37-9 37-2 L I r- I 1 I 1/2 GAUGE W/ MAX. MESH SPACING) WITH FILTER CLOTH ? M / 249.71 }- �� LOCATION MAP SCALE 1 "=400'36" MIN. FENCE POST o r (�.;- 0) UNDISTURBED Y �_, { N _ iD LA FLOW GROUND O ( ~ T �.� / j Ln W 1 1 60 COMPACTED SOIL \\\ / - G' \ \I7 I _ o I I "EST HOLE DATA � , �1� EMBED FILTER CLOTH \\�\\�\��\\� io o G� / / !\ \` in I _... r >` A MIN. OF 6" IN GROUND �T , _ LAwN i i BENCHMARK—MONUMENT (' / �� \ \' I I i ) rn ' I - BY: R. STROUSE P.E.L.S. (03/25/201 1) ELEVATION = 76.95 ���^� \Tye N: 1891.42 0"-4" TOPSOIL SW _ ( . I` ; \ { ;'°,. PROPOSED - W. 1122.66 4"-32" SANDY SUBSOIL SW /�` I I l 1. LIMITS OF ( ( > aY / cD 32"-17' FINE SAND �,•; SECTION VIEW ti' - , .. _ I ) — CONSTRUCTION SPECIFICATIONS `� ' � ' " CLEARING `�` _ ' / \� �`� ' ° � �' i ( SINGLE FAMILY RESIDENCE WATER AT 14' ELEV. 2 a T EXISTING STONE PATIO - " _ 18' TWAT MONUMENT 3'' TO BE REMOVED � � — e I I. CHEI , = MUNICIPAL WATER 4. , / ( Unified Soils Classification USC System from ASTM D-2487 i. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE / . / Z' EXISTING . I 1, I E SEPTIC ( ) Y ( ) TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR ��� �-I / EXISTING 2 HIGH WALL I 74.3' T�_ COTTAGE �- - ✓ EXSTING GARAGE - Major Division: Coarse-Grained Soils, Clean Sand HARDWOOD. O i --g_ J/ i TO REMAIN FF= ,17 a ) -- .\ Group Symbol: Sp, Poorly graded sands, little or no fines 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES / ��� - EUi,E :I _ _ l -' _ (TO BE REMOVED C C NRCS USDA Soil Classification: PIB-Plymouth loamy sand, 3 to 8% / / P BR,.r_I.I PROPOSED ��� N t . j SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE 'WOVEN WIRE, y� / �1' � STONE PATIO � _ ` ,. ' ,� � ,.V 6" MAXIMUM MESH OPENING. 1 \ , -' - z L F.EE 3• WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 1 1700 PROVIDE A CONTINUOUS / / '�s NEB I ?.r,I!'-' 7 0"W 1 I SEPTIC SYSTEM DESIGN FOR 6 BEDROOM RESIDENCE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER I _ ,�,1 , , � / .� 581.44 2, jINSTALLED NOVEMBER 20111 FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. = / LINE OF SILT FENCE / :U� P IO WALK Ili �--- ' r .�. AND MAINTAIN THROUGHOUT jl' , R=88.85 ,n ' ExIsrlNc WATER - r (� / I ( ', o SERVICE > 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPF20VED / CON STR CTION --r��r - r* ?� P. "r _ ( 4„ 1 M PROVIDE- 1500 GALLON SEPTIC TANK `Z' _ (I ._ MAPLE II PROVIDE— 1 DISTRIBUTION BOX PROVIDE- 3 LEACHING POOLS EQUIVALENT. / �' IS \ .l / / � � \ ••\ I (- �'_ t � _� ) -J 11 I 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL RREMOVED WHEN i \ / . 7 ,.,N / Q� r ✓- " / r-- W "BULGES" DEVELOP IN THE SILT FENCE. �� r / FTO TING HOUSE -- LAWN / x\fSIIN bt` - I W ���� P -'-r i BE REMOVED / �R O�POSED i - - __, - / 7� �6�BI~DRooM Ct / \�� �y ELECTRIC /HOUS �`' ;7' 6 _ METER /i - - ELECTRIC Q� 6.1;x )^1- ;r• i;.> FF=18. 4V /i �` / VAULT 111 I � Y Z Q GRASS AREA o !! ` ' � '�:� /` ' '.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED _ / P _ / 4 �,I. ,� „ ; ! �� `�\ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO (n Q O W r.. COASTAL EROSION I_ _ i ===;• =_ }- Q IPEr. v,l l r ,r;_ \ \ E3ETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE ©F THE HAZARD LINE / /�� ;` \ ,- -�> / I r "'i,,,, J PROVIDE BURIED O TPE:E r %',nluu,>' ENGAGEMENT. r y SHEET 46-Fl OF 49 / / / �Y: "-'r ? / I /, \ �� UTIL111ES 0 / t I._" F n.lr ' r � I r.�• c:FiEL�R� L....- ` t �, PROPOSED � , \ �� a O w C i gltf / IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS Z LL_ Z ( „o r � � �-•) Z LLI \\.i STONE WALK Z' ; /-,,I PROVIDE NEW ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN a Q 0 / , I �6 i' �i \ \ PROPOSED ITEM IN ANY WAY, d w Of _ \ STONE\ �� � GRAVEL � WATER SERVICE � _ � / PATH I GARDEN \ DRIVE \ _,�'� DRIVEWAY COORDINATE WITH w Z I LIMITS OF 'so ,, .,). � 1 - , 0 >- 0 / I FLOOD ZONE VE , I 4- I z �'�-_ s __- \ FISHERS ISLAND 3,) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVIEYOR S a � V) ' ( �' -''�('T}< 7' WATER WORKS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF U5 w Z N i i I TT (ELEV.=13) \ r �i ' .--- 0 W HEr:Pr i \�� - + ------- .`\� THE LAND SURVEYOR. 10 = t� \ I PROVIDE ONE(1) ,� ,y. • d , ) N I CV r O 8'� X 6' DRYWELL '1i1 F,1 ; ��,' _`' ',' _,' )1 ��� 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC N = I VACANT LAND SURVEY TRIANGULATION STATION "NIN". ^ CONNECT ROOF MAPLE c,+ ` (n -r LEADERS jAI / -- - r L(.n„IF' N . )rr r // IRON �0, � D I .5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, O HOL ( ) GARpEN 86 ' \ 1 } \ i ^, \ PIPE ���g 28 m I 27.36"E SECTION 007, BLOCK 1, LOT 7.1. 1500 GALLON - (�. �) � ° ) NB SEPTIC TANK v� SR 1 I I R=6�7 27 6. TOTAL AREA = 4± L. (INSTALLED / /, / Q 0, I ) 2 2 ACRES. Z- \ i_ NOVEMBER 201 1) i /-_ ' °"__:: S / \\ A• �s I-r ;.' - ' �' ° / A� VI I ?.) SITE IS LOCATED IN R-120 ZONE. 1 \/ \% -( LOCATION OF 3 LEACHING - IiLF.R'i IIE n z \ - q I 8.) BASE FOR LEVELS: NGVD 1929. C POOLS (INSTALLED PROVIDE A CONTINUOUS 1� C �) NOVEMBER 201 1) SEPTIC EXPANSION LAWN 1 LINE OF SILT FENCE "1''• _ ( ' 9.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONE VE (EL.=13) AND ZONE AE AREA AND MAINTAIN THROUGHOUT NI'�n I .' �' / CONSTRUCTION (EL.=11) AS SHOWN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, - \ r EXISTING WALK AND GARDEN I �' L l TO BE REMOVED d'" '�� ' NEW YORK COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF 1026 MAP SUFFIX: H MAP NUMBER 36103CO038H MAP REVISED SEPTEMBER 25, 2009. �_\ \\ ,yo I <I EXISTING AND PROPOSED g:f < ° / i 1 m N/F -�\ \ ) LIMITS OF CLEARING '`- PROVIDE ONE(1) \ GWENDOLINE ANNE HARRIS '� \ (-r_ __ T f^� " tiIHF'LE 6'0 X 6' \ DRYWELL-CO NECT 1 1 - BLOCK 38 � \ �T �� _ -� � \ � ROOF LEA S C U) Z (SINGLE FAMILY RESIDENCE \ r CLEAFII IC I ?�' / ON SITE SEPTIC \�� \`\ 7tT I - , 1 If 7C� z \ DRAINAGE CALCULATIONS-HOUSE MUNICIPAL WATER) \ Uj - \ , \ -i \' _ \ MONUMENT o� itCy� a i xfn.' ROOF AREA = 3406 SF \t,. \ _I REQUIRED = 3406 SF X 1.0 X 2/12 = 568 CF NIP ! 568 CF / 50,27 CF/VF = 11.3 VF 1 USE TWO(2) - 8'0 X 6' DEEP DRY WELLS. \\\z).A \\ �I a`< ���0/ N/F \ " � ( �-. C 'v > \ ,� w \ ) - HENRY L. FERGUSON MUSEUM \ elf DRsIWE CALCULATIONS-BARN \\ I. \\\ ti IRON PIPE BLOCK 38 LOT 7 0 ROOF LEADER ROOF AREA = 792 SF (0.75± ACRES) — 09-05-90 PROPOSED REQUIRED = 792 SF X 1.0 X 2/12 = 132 CF \\ -, \\ 'r�s S A. "VACANT LAND" RESIDENCE 1322 CF / 28.27 CF/VF = 4.7 VF \ � \ � \ USE ONE(1) - 6'0 X 6' DEEP DRY WELL. \� \\ \RD n� 6" PVC WYE 30 15 0 30 `� \\ p0"� \ OVERFLOW \\ \\ N!2% \ I F Q i o 6" PVC CUT GRAPHIC SCALE IN FEET \\ \\ \ H —TO LENGTH GEN MIN. 6" SOIL COVER \ \ IRON PIPE \ N F NOW OR FORMERLY Q =° 0o F- OVER DRYWELL BLOCKS AND CATCH \ \\ \ BASIN GRATE TO GRADE \\ \\ / (NEENAH R-2525-F) OR EQUAL U � FILTER FABRIC � \ SF SQUARE FEET � � � � � rn rn FF FIRST FLOOR) m 0 I CD T_ T_ 0. o ° - - 10 - — EXISTING CO NTOURS 0 w 90' BEND O OO @° OO O ° 0 0 0 O STONE WALL w o z o 6" SDR 35 PVC °° U O \/-\/-\/-\/_ EDGE OF LAWN � 0 w Of 7E 0 0 m Q C, U U I SLOPE AS REQUIRED O O O o � °° 0 O 1" STONE OR 0 0 0 0 a I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL WOOD FENCE SCREENED GRAVEL _ AND CONSTRUCTION OF SUBSURFACE SEWAIGE BRUSHLIN E ATE: JAN. 25, 2012 1' 8' 1' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE SCALE: 1 " = 30' STORMWATER DRYWELL DETAIL 10' AND WILL ABIDE BY THE CONDITIONS SET FORTH BUILDING SETBACK LINE NOT TO SCALE THEREIN AND ON THE PERMIT TO CONSTRUCT. �TH# TEST HOLE PROJECT #2009815 TTTT PROPOSED BURIED UTILITIES APPLICANT QUALITY CONTROL CERTIFICATION SHEET 1 OF 1 GROUP REVIEWED jj DATE PROJECT MANAGER /v ) SURVEY 1 16'-0" 18'-0" 80'-0„ 18'-0" CD CD Cl r N U t W � h n BEAM POCKET BEAM POCKET 7 N N ( lllllnr. ,rA� rl ti �y �. L � • ? s Q .-v y'1 • � � art L L . ••Nr •�• '`a` 4 -0 8 -10 8 -10 8 -10 4 -3 10 -6 4 -3 8 -10 8 -10 8'-10" 4'-0" . ••. aN\A�.e`���; ��sO�Ar lll a O O I I N N oL L 7 H I T.O. FOUNDATION L_ _J ELEV. 98' 4Y" rl EQ. EQ. rn 0 z `r L L A4.4 O F LL .. tQ� _7 OPEN o ZBEAM POCKET SHELVES — L L H _ to �, Lo od L -� ELE•V CONCRETE 8 o LOCKABLE L- L U) STORAGE AREA ` v i °° �cM T.O. CONCRETE CRAWL SPACE ELEv= 95-s W � � o BOILER CRAWL SPACE ; 0 1 1 O BEAM POCKET I t. 003 L � L � F � +� CONC. SLAB _ W�1 CONC. 4 1 2" O O W 3 O 0L BEAM POCKET , L i ELEV. 95 / 6, 0, ( L � EQ. L _ I EQ. L _J EQ. L _j EQ. L EQ. B.O. BEAM POCKET ELEV. 95 -4 1/2 L O� L L _ _ � ELEV= 98-6 I I� _1 4.4 BASEMENT 002 o c;G i `r o BEAM POCKET _L ,� CONC. SLAB i ELEV. 91'-2 1/2'." o BEAM POCKE w D BEAM POCKET 0 o BEAM POCKET BEAM POCKET- OCKET ELEC PANEL o Li L7 L � .- N NOTE: L L L L PRE-CAST 0NC. PANEL FOUNDATION O 0 B.O. MASONRY OPENING WALL SYSTEM BY "SUPERIOR WALL". A4.2 UP STRICTLY ADHERE TO MANUFACTURERS C ELEV= 97'-8 Y" " o GUIDELINES FOR SITE PREPERATION AND BLUESTONE BLUESTONE I -� CONSTRUCTI10N DETAILS, BLOCKING OF WINDOW WELL j' �` �,— WINDOW WELL FLOOR STRIUCTURE, BACKFILLING, ETC. J o Cff r S PRE„FAB. BULKHEAD FND. o C �1 . E L L- /� BY SUPERIOR WALL I TT.O. F UNDATION E[LEV. 99'-QY" 00 UP _ N I I �' i °° o Ad 4" CONC. SLAB T I FOR BRICK WALL 12'-01, q — R v - - - - — - - - - — — — — — -� B M POCKET - - - - - - - - - - -- - - - - -I N ti a A i I N - - — — — — -- -- - — — — — — — - - - - - - - - - - - - - - — o -,c EQ. EQ. 7'-1 1Y" A4.2 A ' " ., j 15'-0" 20 -•0 15 -0 6 -0 9 -0 0 o 6'-0" 4'-0"' 4'-0" 6'-0" - =D Q "w co 15'-0" 50'-0" 15'-0" 18'-0" CD \o � P:\43OB-CUR\Harris\Drawings\plot\A2.O.dwg, 1/5/20112 4:09:33 PM � - ' - ' - ' ' � ^ - ' - ' � - ' P:\4]O8'CUR\Harhs\Dnawinga\plo{\A2.1xjwg, 1/16/2013 12:26:17 PM 00 0 w o zN w U zo sx U � H ti � N i II jI I �eedaeti•.. a \`' e"VY1� "•e "rf'per✓ 804 . �, ✓� eOt� "/�1s"e Cj o AC A4,1/A7'% � aft'''se5 "•s"aatl c B /A3,1 f lJ 1 i P ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i 1 � F — I DESK - - - - - - - - - - - - - - - - -- - - - - SITTING RM. BEDROOM B3 B H / O ❑ A ACD 5,10 C 202 A AD�B c I�, BATHR M D �+ ❑ c BEDROOM B B A5,8 D ❑ { I { 204 A A5D8 -- 1 IT RIDGE A i �AT'IC 10 �•"7 O 1 I I i A(C ESS BATHRO M II 201 zo1 SHLVS SHLVS SHLVS SHLVS B %r BUpyLTT77717 — ICU• 7e.� BUREAU LW u ; c1u I ! A A5,10 C i I f Q ^ ^ CO CO -" r { D �� �, - Q L — J - Li L � .J /—, 4 �t > _ I LJ STORAGE I / ~ Ld 3 DN ~ � Q > uJ \� A Ak 6 � A4,1 A -� E I 1 3 0 B ( A e7 CID E ] E :l ❑ {, 0i C A3,1 A P:\43OB-CUR\Harris\Drawings\plot\A2.2.dwg, 1/5/2012 4:15:47 PM 00 O cq C) or zV) Z -e C3 ts HIPtart A 4^1 HIP A�41 /44.1 c B PITCH PITCH PITCH PITCH PITCH 12:12 12:12 i PITCH 7:12 12:12 12:12 Li F1 El El El El 0 El _ I , it i I � I PITCH 4.5:12 �4 COPPER RIDGE COPPER RIDGE BRICK CHIMNEY, SEE SHT A4.4 {� _ C);6 — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ - I �� COPPER RIDG COPPER RIDGE F PITCH 22:12 PITCH I V 1 ISEE FLASHING DETAIL 5:12 ON SHT A4.4 BRICK CHIMNEY, SEE SHT A4.4 PITCH CHANGE IN ROOF PITCH, R= 8'-0" PITCH 4 4.5:12 .5:12 PITCH 9:12 I I P-4 COPPER RIDGE PITCH 9:12 ALASKAN YELLOW CEDAR SHINGLE ROOF THROUGHOUT r- all cy) cu -" '2 cs I j j � � 3 Li �� - - - - - - - - - - - - - - - - - _ - - - _- - - - -:D F ❑ C3 L DOWNSPOUT CHANGE IN ROOF PITCH L DOWNSPOUT COPPER RIDGE I DOWNSPOUT I II —SECOND FLOOR BELOW ^A4.1 I F 7A --_-- FIRST FLOOR BELOW --PITCH = PITCH 22:12 7:12 5" HALF ROUND GUTTER A3.2 A3.2 CD B PITCH A 6:12 r 7 F F--- L E :l E :l E-7� A4.1 cyol) E ,^A3.I P:\4]0B-CUR\Harris\Drawings\plot\A2.3.dwg, 1/5/2012 4:17:07 PIVI e`s�9991 I>r1� ,ate V, ••°j° °°ee 1�`� p®® co c) e Q s ; 0i V •' 00 • W � ru O ���� f-.-- - J T fr ••.. ..° S� ft t',i1111 C'a �O S_ W w H --- -------------- --— ---- - - - - -------- -- - - -- -- - --- - - --- -- ----- ----- -- - -- - ----- _ --- -- -- - -------- ------------------------- --------- ----------------------------------------------- -- -- ------------------ ---------------------------------------------------- --- -- --------- - - -- ---------------------------- ------------ -------------------------- --- ------- - -------- z------------------------------------ --- -- ---------------------------------------------- ---- ----- -- ------------------------------------------- — - --- ----------------------------- --- --- Lo --- ----- -- - - CV NNI nk — — — __ t�fL00R tfB-ftR. j ; -- — —-- ---- 4 E ET III I , Ll i T'� E0 - __ _ ^ ---BLUETONE CAP-- - - - - - - - - - -- - - - - - - - - - - - - - - - - - _ --- - = - - - - - _- -- ME4—- _ ___ - _ - =_ - =1 = - -- - - - - - - - _-- - - - __ -_ - =_ - _ - - _ .` WINDOW WHITE CEDAR SHINGLE WALLS L---------J '� ,r /�" L---------J WELL W/ CABOT'S BLEACHING OIL ~ C�6 W EAST ELEVATION Z A SCALE: "'"1 4 = 1 -O / V 1 W 7 P BRICK CHIMNEY tttt -- ------------ ---------------- - ------------- - _----------- - ALASKAN YELLOW CEDAR - - - SHINGLE ROOF (TYPICAL) w �N N � o � ^ r- 1-- 00 (D - _- MARVIN WINDOWS W/ "PEBBLE GRAY" CLADDING COLOR. w � ALL OTHER TRIM TO MATCH ¢ W rot o ci - -- U. ti K. - - - - - - - - - -_ - - - - = y U f —_-- i+' '+I�� { ll �i {i : !{I;: t +• +1' '.7 eft �� '.i �i, f� _-- {a rr TM — t }t f' 3;f i r a r if I is is - i� I k� ft , t -- ft i r� u i -- r -- ;' a I� i ,: •I rr t r. ;( { +� i'' „ i'1; "ih — -- -- — t, O t I — �. CD S-fi-Ft60R JUB--Fi_ oo``n I--- - Cl Q m Li U##tE BWEST ELEVATION cyoft) SCALE: 1/4" = 1'-0" P:\470B-CUR\Harris\Drawings\plot\A3.1.dwg, 1/5/20)12 4:19:14 PM ,`,see tad! trtr`�►,e tl ;o/ fir. - - ♦a`�r� ^rrtrrrn s �� e�k�1Z o4r°a CJ apr cD •. •Ql .7 * s •, `O Pti�t r.P w 00 C --- —--- _-- ----__------ ---- 1-L ------` ----- ------ - N - AND--FL-AOR-SUB-.--FL-R.- - --- _ -- ---- ---- S� OR Si�-FLOB-FLU— F-I - - - - - - - - -- - -- — -_ - _ - - -- - BILCO DOOR ----- - --- -- ----- -----_---------- - - ----- -_--=-- H r ,r' W A NORTH ELEVATION SCALE: 1 4" = 1'-0° V 1 W ----- R. ..-- ------- - --- -- -- ----- -- ---- -------- -------- ------ -L� - ---- ---- --- - -_-- - _— -_ — — --- N N I O_ (n t j -- - -------------------- - ------ --- - ---------- -- CD Lai \\\\ -- - ------- --__ -__--------- ---_ __ --- Imo, Imo. 00 6� --- - -- --_- ----- ----- --- ------ Q - -- -- — -- -'- ----- LLJ J _LJ ---- --------- - --__ —_ C9 C) O V �— --------- - —_- - —-- W 0 - ------------ ---- O (n L. co -cc _ u I LL ::;;;;;;;;z7j] 1 !--L-Lj— i I ILA I i i T-F-F— CD 13 U FLOOR-SUB. F --- - --------------------`------ --- I -- --'---- — — — — — -- ------- r � W a BSOUTH ELEVATION m w SCALE: 1 4" = 1' `o eJ P:\43OB-CUR\Harris\Drawings\plot\A3.1.dwg, 1/5/20112 4:20:28 PM Z. J- 7T' iy \,w F 0 yQc COi 00 C O 0� N E , 4.3 Z _ --_ —_-- G-tVD--F-L-OOR--SLR _- __--------.--- _--_ —_-_ -__-_- _ - - - 4.3 ----- _ --- _- - --- -- -- LU ......- PANTRY MUDROOM 118 117 - - - - - - - - - - - - - - — - -------- - --- --IST-FL-OOR-SUB-fL--R CRAWL SPACE v 1 H i C 6 V 1 L_____J ``�� W AEAST-WEST SECTION/ NORTH ELEVATION ' SCALE. "'"1 4 = 1 -0 rrnn � V1 W 7C - � -- ---- ---- -- r� T ` - __--_._ _.-_-_--_-___-_ -- -- -- --- \\\\\\ -- - -- --- --- -- - --_-----—--- ----------- -- ---_- -- -- ¢ I_ t� 00 m ------ ------ -- -- -.-___ _ w C/) -------------------- -------------------------- ----------- ---------- ---- - --------------------------------- ----- -------------- --2iJD FEOQR_S_US^-FL_. m g ------------ -- ----- --- TQRCNN— LIBRARY I --- - - — __ _ -------- ------ ---- 110 - --- -� ---- - -------- -- ----- --------1 ST--Ft00R-SU1--FLR_ -- I c CRAWL SPACE \_ WEST-EAST SECTION/ SOUTH ELEVATION m W SCALE: 1 4" = 1'-0" \o eJ co P:\430B-CUR\Harris\Drawings\plot\A3.1.dwg, 1/16/20'12 12:29:09 PM 00 cq 0 p N MAIN RIDGE U N T.O. RIDGE 2U4'0 3%' w w 12 123'-1 1/2' w 7 12 R= 8'-0" 9� U z � H 12 i A4.3 z A4.3 2X8 JOISTS A4.3 2X10 JOISTS ' 5 B B.O. CLG JOISTS id 119 - 2 A C 3 4, T.O, PLATE @ DORMER T.O. PLATE T.O. PLATE 117 -10 117-0 1/4' ( ( / i �\ 117'-0 1/4' 116O. PLATE BEDROOM 12 / I I 202 co \ \ { •` .••• u•. a, / �\ A4.3 22 I I \ J ! A4.3 z .°�` 22 AU - �_• G II �� E Co. r 12 A4.3 ---- 2X8 JOISTS ' a i T.O. 2nd FL SUBFL. \ •� ¢ 7 ~' V 6 H i Y111'-0' I 12 �p : / T.O. 2nd FL. SUBFL. ar ��oa°a a 4.5 FRS _ T.O. PLATE I VI'RmM 108'-4 3/4' __ __________ i I 2X8 JOISTS f,r8Fd10c 4is"`"e - B.O. EAVE SOFFIT FRAMING r- _ B.O. EAVE SOFFIT FRAMING / / // m i f B.O. EAVE SOFFIT FRAMING 107'-10" R=7 516" r-� i r--� 107 -10 T=10 3/" r- T.O. WINDOW R.O. + NOSING r-�/ 107' - 3 1/2" I I oLi ii PORCH � i i ENTRY PWDR RM I I LIVING ROOM 116 ------ i i 113 114 I I 111 PORCH ------- i i I I A4.2 108 _ A w A4.2 --------- i A4.2 I I A4.2 T.O. FINISH DECK B T.O. FINISH D C D -� i i I I � 99' - 6 3/4 --- -� i i T.O. SUBFL, I I - — 99 - 6 3/4" T.O, SUBFL. 100'-0' 100'-0' 2X8 P.T. JOISTS 6'-0" IF I -- T.O. GRADE 11 2X8 P.T. JOISTS ' r_� --- 8'-5 112' I BILCO, PRECAST STAIR, ! i —_� SIZE "E" B.O. PIER R=7 Y16" BASEMENT BASEMENT s " i B.O. CONC. PIER z 94'-6' T-9 /a i I I i 94'-4' i T.O. SLAB 91' - 2 1/2" I (4 i B.O. FNDN WALL 90'-10 1/2' �. V1 rW W PARTIAL SECTION @ ENTRY Q SECTION @ ENTRY R SECTION @ LIVING RM SCALE+l/4' = 1'-0' I I SCALE; 1/4' = 1'-0' L SCALE,1/4' = 1'-0' W T.O. RIDGE CU c~v r- m Un Ln 118'-10112' "" "' � � � n n ON rn Q W _I 12 ck� CIO T.O. RIDGE I r Uf 113'-9 3/4' 12 A TRAY CEILING IN AU � A4,3 ------ MASTER-BEDROOM -------- AF3 12 D 12 E ---------- ----------------- _ _ a' q ��4.5 AU 2X �4.5 _ 12 0 — J B.O. JOISTS /� AFT 2X8 JOISTS B.O. JOISTS 7 2X10 JOISTS `�' N2X8JOIS - FRS { ,� T.O. PLATE 109'-0' 109'-0' '� 109'-2' B.O. EAVE SOFFIT FRAMING T.O. PLATE OL B.O, EAVE SOFFIT FRAMING 10T-10' 107'-10' �— EQ EQ 107'-10' - B.D. EAVE SOFFIT FRAMING A -I 107'-10' — -_ __j N PORCH LIBRARY PORCH BEDROOM 119 110 108 a, i� T.O. FINISH DECK T.O. FINISH DECK 99' - 6 3/4" 99' - 6 3/4" — — — — — — — — — — - - - - - - - - - - - - - - — — — — — — — — — — — — — — T.O. SUBFL, 2X8 P.T. JOISTS 100'-0' eo N _'- CRAWL 3PACE i CRAWL SPACE - B3,O. WALL I- W 95'-0 1/2' � W � PARTIAL SECTION @ MUDRM ENTRY D SECTION @ LIBRARY SECTION @ BEDRM WINGS CALEU 1/4' = 1'-0' SCALE+1/4' = 1'-0' • = ' S � SCALE:1/4 - 1 0 e P:\4JOB-CUR\Harris\Drawings\plot\A4.1.dwg, 1/16/20112 12:33:20 PM 0 c) M z 2X8 STUDS W ^ M� o w CEDAR SHINGLES U 5" TOW FATHER U � H oo\ ; Y" CDX PLYWOOD 12 ` SHEATHING 4.5 (2) 2X8 P.T. Slll TRIPLE STARTER COURSE �,�•a` iiri. _ -- 9/4X4 WOOD DECKING a 1 PE OR BLIND NNMAHOGANY ,� — 1 X8 AZEK TRIM r �N f (2) 2X10 P.T. BEAMI %X4 WOOD DECKING ON TOP OF BLOCKING r`*ad '••° ""����`'��,.e 2X8 P.T. FLOOR JOISTS ® 16" O.C. 1X AZEK TRIM WHITIE CEDAR SHINGLES ;I' WHITE CEDAR SHINGLES CELLULOSE INSULATION, �� 5" T(0 WEATHER, W/ CABOTS 5" TO WEATHER, W/ CABOTS R-38 MIN. STONE STEP. SLOPE Y" BLEMCHING OIL II; BLEACHING OIL COPPER FLASHING - COPPER FLASHING 1X4 T&G CEDAR CEILING `° PER 1'-0" s CASING, ALIGN 2 2 2 (3) 2X8 HEADER i � _ s ° F---� I W/W1 CAS L GN HEAD CASING CONT. /X CEDAR TRIM 6" OCRUSHED N -- W/WIINDOW CASING I 1X CEDAR SOFFITF a ---_ BENJAMIN OBDYKE RAIN SCREEN OVER DOOR ( I -/ v CJ EDGE OF POST O — ° a a a a TYVEIK HOUSEWRAP %X4 CEDAR CASING - _ 1X PANEL BENJAMIN OBDYKE RAIN SCREEN I ( 5/4X CEDAR STOP =1 _ _ -- --- EARTH BROSCO B8770 %X4L CASING W/ RABBET TYVEK HOUSEWRAP I I SCREEN STOCK EARTH �p I _I 4"I REINFORCED ICONC. ! J a J SLAB ON GRAVEL Jr 10" DIA. CONC. FILLED FOUNDATION DETAIL @ EAST PORCH SONO—TUBE SCALE: 1 1/2" = 1'-0" Q BROSCO B8770 DETAIL @ PORCH DOOR DETAIL @ PORCH WINDOW , SCREEN STOCK c)10 DEC. BEVEL F SCALE: 1 1/2" = 1'-O"' SCALE: 1 1/2" = 1'-0" H C V1 W MARIVIN 8 Z " LEHUNG BROSCO OOUBWINDOW 1 2 SCREEN 6877K MARVIN DOUBLE HUNG WINDOW I!—I WINDOW � � SCREEN STOCK AZEK SUBSILL AZM-9630 5/0 CEDAR STOP 1X WINDOW SILL 1X SILL _AZEK SUBSILL AZIM-9630 6 1X APRON 1X APRON 6 Y" GYP. BD., W/ PLASTER SKIM COAT WHITE CEDAR SHINGLES 5" TO WEATHER, RABBET CABOTS BLEACHING OIL t BASECAP B-660 Y" MDO PLYWOOD, -BENJAMIN OBDYKE RAIN SCREEN 1X6 POPLAR PAINTED TYVEK BUILDING WRAP 1X WOOD FLOORING 6X6 P.T. POST, BEAM TO 1X WOOD FLOORING Ya" STRAPPING FRAME INTO SIDE OF POST s _ " /a CEDAR CASING TYV K BUILDING WRAP 3/" CDX PLYWOOD SUBFLOOR SHEATHING CDX PLYWOOD SUBFLOOR E (3) 2X8 P.T. BEAM I —COPPER DRIP EDGE FLASH TOPS OF BEAM I - - -------2X6 STUDS ® 16" O.C. t�s" CELLULOSE INSULATION N N r- •- t0 .4- MAHOGANY SILL, CONT. W/DOOR SILL JOIST HANGER I , " �,N N \N T RADIUS= 6-2 \ WfQ-- ' ' \O �T.O. FlN. SUBfl D goo'-o' 2/1 s" TYVEK HOUSEWRAP \O ( •_ — — FOAM SULA %X4 WOOD DECKING: 17bI FOA INSULA N — RAINSLICKER BY ALL RI JOISTS TYP BLIND NAILED IPE OR MAHOGANY I W J ALL JOISTS TYP Ya GAP ) BENJAMIN OBDYKE =D � 2X BLOCKING FOR A" CDX 1 X8 AZEK TRIM 3 i 6 d PLYWOOD & SHINGLES 9 1/2' AJ FLOOR J ISTS 16" O.C. L.C.C. FLASHING 1,1 BLOCKING 1/2" S FLOOR OISTS 16 O.C. N SIMPSON STRONG TIE 1 ( 1 X8 AZEK TRIM 2X8 P.T. JOIST ® 16" O.C. ABE66 POST BASE q I - -1X AZEK BLOCKING • I o -PRESSURE TREATED LEDGER STONE,STEP. SLOPE Ya" • o 1 PER i -0 2Xi0 P.T. SILL �- - ail AZM-47 MOLDING o 2X(10 P.T. SILL - - BOLTED TO RIM JOIST 10" DIA. CONC. -1X AZEK TRIM A I / -L.C.C. FLASHING FILLED SONO-TUBE I // L.C.C. FLASHING TERMITE SHIELD LC,.C. FLASHING I I / TERMITE SHIELD I I PARGING 1: -I- L.C.C. FLASHING °6" CRUSHED STONE a ° MNFTR'S. INSTALLATION RECOMMENDATIONS. aIn1QY" PRE-CAST CONC. FND. WALL PANEL BY "SUPERIOR WALL". STRICTLY' ADHERE TO REFER TO SHOP DRAWINGS 1Qy PRE-CAST CONC. FND. WALL PANEL II III Q ` I I-- -I a_U _ BY "SUPERIOR WALL". STRICTLY ADHERE TO 1 QY _ ° MNFTR'S. INSTALLATION RECOMMENDATIONS. O _ < ° 4" (REINFORCED CONC.�Q° ° ° Qp I REFER TO SHOP DRAWINGS n III l 4� 'r�Qa 0� GRAVEL�� r�'�Jr'1°c � ��� �oir _I I - _ C o XPS RIGID INSULATION— " a I I I I I I I '- =2" XIPSI RIGID INS i ITION= 4" REINFORCED CONC. SLAB 4 REINFORCED CONC. SLAB I I DAMP. PROOFING = DAMP. PROOFING _ O II II 4 6" CRUSHED STONE-1 (I a N 6 MIL. POLY VAPOR BARRIER - 6 MIL. POLY VAPOR BARRIER y - -6" CRUSHED STONE oo __� —_PVC FTG. DRAIN AROUND PERIMETER W 2 XPS RIGID INSULATION 2 XPS RIGID INSULATION I I � —J -_PVC FTG. DRAIN AROUND PERIMETER W/ FILTER FABRIC AROUND. DRAIN TO DAYLIGHT FILTER FABRIC AROUND. DRAIN TO DAYLIGHT I I - _ _ _ - a -3 o a a a 4 a 4 • --- _ 4 Q Q • — —_ --- ) O w di Q° C`Q AFOUNDATION DETAIL @ PORCHES FOUNDATION DETAIL @ WEST PORCH TYP. FOUNDATION DETAIL SCALE: 1 1/2" = 1'-0" BSCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" P:\4J0B-CUR\Harris\Drawings\current\det-ext 4.2,4.;3.dwg, 1/6/2012 10:13:54 AM ALASKAN YELLOW ROOF SHINGLES, 5" T.W. 00 a / N C1i 12 ALASKAN YELLOW ROOF 12 BENJAMIN OBDYKE CEDAR BREATHER w 0 N SHINGLES, 5" T.W. z 7 BENJAMIN OBDYKE 5 15# BLDG. FELT CEDAR BREATHER r CDX P 15# BLDG. FELT SHEATHINGLYWOOD ca w R F 5/" CDX PLYWOOD ���Nc Rq ICE & WATER SHIELD, ` ` ALASKAN YELLOW ROOF U R ® SHEATHING op, S 3' STRIP AT EAVE _ 12 SHINGLES, 5" T.W. p; n 16" TRIPLE STARTER COURSE ICE & WATER SHIELD, - - 3 STRIP AT EAVE � - BENJAMIN OBDYKE LEAD COATED " LEAD COATED COPPER � ,c� CEDAR BREATHER 00 9" TRIPLE STARTER COURSE DRIP EDGE 2 SU LATION RIGID INSU DRIP EDGE FS - 15# BLDG. FELT �.,, LEAD COATED COPPER �63 sue. " DRIP EDGE JAZEK AZM-47 CDX PLYWOOD CELLULOSE AZEK AZM-47 CELLULOSE # �\ SHEATHING INSULATION, 1X6 CEDAR FASCIA INSULATION, 1X CEDAR FASCIA �` ���.. 3'ESTRPAATREAV SHIELD, 1 X CEDAR SOFFIT R-38 MIN. 1X T&G CEDAR SOFFIT s ° R-38 MIN. 9 1X FRIEZE TRIPLE STARTER COURSE + ++`�+ �oo e,+ oBLOCKING 4X CASING ; � �` m' ` '�Y4, 1X CEDAR FRIEZE s - MARVIN WINDOW LEAD COATED COPPER .� . /X4 CEDAR CASING CELLULOSE _ � ;�c �.'.,p �- MARVIN WINDOW INSULATION, DRIP EDGE ®o > °�0 " R R-38 MIN. -- AZEK AZM-47 �a � 3 4" PLYWOOD DESK -- 1 X6 CEDAR FASCIA TOP IN OFFICE 1X CEDAR SOFFIT 7- __r::-r,s 1 r -_---_ BLOCKING AZEK SUBSILL AZM-9630 SEA;" 1 X FRIEZE LEAD COPPER COATED. FLADSHING 4X CASING ICE & WATER SHIELD FOLDED MARVIN WINDOW �- UP TO ROUGH SILL @WEST DORMERB 1'-O" SCALE: 1 12 F--� RAKE SECTION - AZEK SUBSILL AZM-9630 '�'�, �� 12 " _ �> JRAKE SCALE: 1 1 2" = A l 1 0 / LEAD COATED / COPPER FLASHING v v AZEK; SUBSILL AZM-9630 12 LEAD COATED ROTATED — 12" ICE& WATER SHIELD COPPER FLASHING " LEAD COATED COPPER DRIP EDGE 22 , SAVE @ WEST DORMER -- 1X CEDAR RAKE ., \ " _ " 1X4 CEDAR RAKE y z BSCALE: 1 1 2 1 0 Q / BLOCKING �i z AEAVE @ ENTRY DORMERS EAVE @ EAST DORMERS � SCALFE: 1 1/2" ALASKAN YELLOW ROOF /= 1'-O" RAKE @ GAMBREL END SCALE: 1 , 2" KSCALE:SHINGLES, 5" T.W. 1 1/2" = 1'-O" BENJAMIN OBDYKE H CEDAR BREATHER ALASKAN YELLOW ROOF ALASKAN YELLOW ROOF SHINGLES, 5" T.W. SHINGLES, 5" T.W. r� 15# BLDG. FELT BENJAMIN OBDYKE � con - 12 - - BENJAMIN OBDYKE 5/" CDX PLYWOOD CEDAR BREATHER �Y-� 5 SHEATHING `_\ z CEDAR BREATHER 4 ` 15# BLDG. FELT 12 1 5# BLDG. FELT ICE & WATER SHIELD, ` =ate 4" CDX PLYWOOD _ 12 1 " � 3 STRIP AT EAVE ��� c�4.5 ���;_ i PLYWOOD BLOC ING SHEATHING 20 4.5 SHEATHING TRIPLE STARTER COURSE ICE & WATER 1 R9Fj� �� III����'111 �- LEAD COATED COPPER v z 3' STRIP AT EAVEELD, O.0 S ® ICE & WATER SHIELD, > 1' H rr_rt, 0o -45/ TRIPLE STARTER COURSE 3' STRIP AT EAVE" ~` \ DRIP EDGE BLOC ING BLOC ING ` a� W a 5" HALF ROUND COPPER GUTTER - - - - - - - - LEAD COATED COPPER �,- TRIPLE STARTER COURSE LEAD COATED COPPER N 1'_45�8» ��_,�, DRIP EDGE 1,_45�$„ •��� �,� DRIP EDGE 5 HALF ROUND iv p 1X CEDAR FASCIA ~ - COPPER GUTTER -�L- / 5 HALF ROUND COPPER GUTTER 1X T&G CEDAR SOFFIT ' 2 CELLULOSE (3) 2X4 HEADER BLOCKING 1 X CEDAR FASCIA INSULATION, i IX CEDAR FRIEZE R-38 MIN. 1X4 T&G CEDAR CEILING 1X CEDAR FASCIA 1X T&G CEDAR SOFFIT 1X4 T&G CEDAR CEILING - 1X T&G CEDAR SOFFIT CASING (3) 2X8 HEADER- BENJAMIN OBDYKE RAIN SCREEN (3) 2X8 HEADER CUSTOM CEDAR COVE \�o TYVEK HOUSEWRAP 2" CUSTOM CEDAR COVE 2" CUSTOM COVE CEDAR MOLDING MOLDING T co MARVIN WINDOW 2X6 CLG JOISTS ® 16 O.C. 54X CEDAR TRIM N N n 6\i \ `�C 4 N \ 12 EAVE @ LIBRARY %X CEDAR TRIM 1X CEDAR SOFFIT w �'� \� jCD " _ , " EAVE @EAST M U D R M TRY - 1X CEDAR SOFFIT 5 Q SCALE: 1 1/2 - 1 -0 D " / CEDAR POST CASING 12 SCALE: 1 1/2 = 1 -0 _ ( 16X6 POST W EAVE @ WEST PORCH 1108 C Z F6 SCALE: 1 1/2" = 1'-0" W cn CL - - - - �� z — EDGE OF 2X8 PRIOR \ \ ALASKAN YELLOW ROOF ALASKAN YELLOW ROOF � " \ TO SHAPING �, " a \ SHINGLES, 5 T.W. A SHINGLES, 5 T.W. i' b \ BENJAMIN OBDYKE 2X8 RAFTER FIN CUT ���, � \ �< TO SHAPE. TEMPLATE 2X8 12 BENJAMIN OBDYKE u CEDAR BREATHER � PROVIDED BY A,R&T. Rq ,Ps CEDAR BREATHER 2 12 15# BLDG. FELT \ \ RADIUS = 8'-0" - - ® rs" - 6 15# BLDG. FELT 2 -fly— — \ �I 7 5$" CDX PLYWOOD - ALASKAN YELLOW CEDAR \ v��; CDX 2X PLYWOOD SHEATHING ROOF SHINGLES, 5" T.W. 1 r �\ SHEATHING B E WATER ICE & WATER SHIELD, ICE & WATER SHIELD, R9�FR 6' S RIPAT SHIELD,EAVE 3'-0" ��� 6' STRIP AT EAVE 6' STRIP AT EAVE 3'-0" TRIPLE STARTER COURSE TRIPLE STARTER COURSE \ � 2,_0„ TRIPLE STARTER COURSE � s LEAD COATED COPPER \\ \ ----- ------- � . , DRIP EDGE 1X4 CEDAR � ��,z=_ LEAD COATED COPPER 2X4 RAFTER — LEAD COATED COPPER 2X4 FRAMING \ DRIP EDGE - DRIP EDGE \ 2" CUSTOM CEDAR COVE �� II 2X6 CLG JOISTS @ 16" O.C. 2 2 2 cv M 2" CUSTOM CEDAR COVE MOLDING 2" CUSTOM CEDAR COVE MOLDING BLOCKING GUTTER BLOCKING 1 X CEDAR FASCIA 2" CUSTOM CEDAR COVE 1X CEDAR FASCIA 1 X4 T&G CEDAR SOFFIT MOLDING 1X CEDAR FRIEZE 1X CEDAR FRIEZE BLOCKING 1X T<'&G CEDAR SOFFIT LW Q 4X4 CEDAR CASING 1X CEDAR FASCIA -WHITE CEDAR SHINGLES 5" TO WEATHER, W/ CABOTS 1X CEDAR FRIEZE W BENJAMIN OBDYKE RAIN SCREEN 1 X4 T&G CEDAR SOFFIT BLEACHING OIL BLOCKING Y" CDX PLYWOOD TYVEK HOUSEWRAP SHEATHING V I� 0 BENJAMIN OBDYKE 5/0 CASING RAINSCREEN TRIPLE STARTER COURSE MARVIN WINDOW TYVEK BUILDING WRAP 1X CEDAR Y" CDX PLYWOOD !_�- CEDAR SHINGLES d SHEATHING 5" TO WEATHER • CELLULOSE INSULATION EAVE @ BEDRM WINGS EAVE(TYP) @ GAMBREL EAVE @ ENTRY PORCH �116 " - GSCALE: 1 1 2" = 1'-0" _F SCALE: 1 1 2 - 1 -0 " _ �_ ��/ HSCALE: 1 1 2 1 0 / P:\4JOB-CUR\Harris\Drawings\current\det-ext 4.2,4.3.dwg, 1/16/201212:30:36 PM " EQ EQ EQ " 3" BLUESTONE CAP 3" BLUESTONE CAP Y2" CORBEL, 0 - • ;Y, II1 °• ...r._v-,•.--,3 s..,_.°♦:..'p'4 qd_a•' ♦♦•'_°'�°".... _�.'fT,'.♦-. iiI'Iii IIi Ii II I��Ii�I 1Iii.i Iiii t—•iiI'IIiiII ji•�I �I Ii�IiI i iI�♦ ad♦�:d'`d' d♦e.♦;°.' , �D. I ia'• .e'♦. ��d-It-''--ae-II1III I II 1I_/_/IIIIII I III I I_III'_//.te�:.e�_I'._.-'-rII— I\I\r IIII•°�./' a 1I1I—II9IIIII�II(—O.,•-. EACH lI COURSE 44 //iJ�I III , / (II IIIIIII1I(I IiIII1II I- \ I �Y�I1IIII CORBEL, CONCRETE WASH 1 PROJECTION EACH COURSE EXTERIOR FINISH BRICK 1" PROJECTION 811 4'- +c. r— ——————————————————— —„ - -q_•°- _-'-d♦,q♦a'r d.:.-♦a° -- ' _-dd—d♦ e, ;a°.• d /- / //. /I/ 1GQwC��3r— d� ��U 4— In U —————————— r 71 ® ® V�QIatI I• t l .�.a 1►g. .,I .aePQN�H�VW�F®e• >wcv;CONCRETE WASH LEAD COATED COPPER STEP CONCRETE WASH zt0ote~xr�A'0 4SHING& COUNTER FLASHING 44 N COPPER RIDGE CAP LEAD C(OATED COPPER COUNTS R FLASHING BLUESTONE CAP ABOVEBLUESTONE CAP ABOVE L-------------__ --------- _ L__--_PLAN E --T-------------- EXTERIOR FINISH BRICK PLAN E EXTERIOR FINISH BRICK SCALE: 1/2" 1'-0 SCALE: 1/2" 1'-0" A-A SEE DETAIL EDGE OF GAMBREL ROOF 4,_8n CRICKET s `J RIDGE BELOW ROOF EDGE BELOW 4.4 o c0 ROOF BREAK OILER 3CILUE PLAN D CHIMNEY FUE PLAN D EXTERIOR BRICK FINISH SCALE: 1/2" EXTERIOR BRICK FINISH BOILIER FLUE SCALE: 1/2" 1'-0" EDGE OF MASONRY A4.4 4.4 G 4,-8n 4-8" — EXTERIOR WALL ----------- ______ COPPER RIDGE CAP FINISH CHIMNEY ABOVE $X16 CMU BLOCK 2 IZE: 8X16 CMU BLOCK X (YOILE 0o E I FLUE ic . FIREPROOF INSULATED CKINGBLO FNISH STONE 44 PLAN C C�6 mPLAN C SCALE: 1/2" 1,_ " SCALE: 1/2" 1'-0" ROOF RIDGE FINISH STONE T.B.D. FLUE SIZE CALCULATIONS FLUE SIZE CALCUILATIONS AREA: 960 IN 2. 6.7 SF AREA: 1512 IN"2., 10.5 SF FLUE SIZE: 13 X 13 FLUE SIZE: 13 X 17.5 4'-6Y" UJPPER CHIMNEY S3TEPS BACK 14 4" ABBOVE MANTLE CMU FILL too / 1' 4"BUILT-IN CABINET WOOD BELIA CUCINASTORAGE GRILL: 25X 18.5" � WFIR�__ 1'-8" // 4.4 STONE HEARTH 3-2 FINISH STONE 44 1'-8" 1 - " 4" 2X NAILER FIREBRICK CMU FILL B 00 3'-6" (2) 9 1/2" LVL'S, -GRILL INSERT- FINISH 6—0 FIN STONE FLOOR SEE STRUCTURAL 5'_6" FlRE RICK 6'-10" m to CANTILEVERED SLAB SCALE: 1/2" 1'-0" • PLAN B HEARTH PLAN B SCALE: 1/2" 1'-O" ♦q 4' �" 4.4------------------- .4.4 _I_ _ _ _ _ _ _ _ _ —_ — _ _ _ yA __ _ _ ___ _ __ __ _ _ _ _A —r— L — _ _— _ __ - -- - -- _ - - _ -- - J � BOILER OILF) -- ' PORCH CHIMNEY ELEVATION PORCH CHIMNEY SECTIONE SCALE: 1/2" 1'-0" F SCALE: 1/2" 1'-0" 6—0 EXTERIOR BRICKcli LEAD COATED COPPER THROUGH FLASHING & _— —_ — —— _ — — — — — _ COUNTER LASHING FOOTING PLAN' CMU BLOCK SCALE: 1/2" = 1'-0" — OUTLINE OF BLOCKING COPPER RIDGE CAP -- -- - - - - - - _ __ _ _ _HEARTH ABOVE PORCH CHIMNEY PLANSPLAN A SCALE: 1/2" 1'-0" SCALE: 1/2" 1'-0" �L�jiwH�r + IW+ ` L1V. RM. CHIMNEY PLANS LIV. RM. CHIMNEY SECTION UV. RM. CHIMNEY SECTION�ELEV 2X10 RIDGE n ,_ n " . �, PORCH CHIMNEY DETAIL PLATE " = n BSCALE: 1/2" 1 0 SCALE: 1/2" = 1 -0 ASCALE: 1 2 1 0 / GSCALE: 1/2" = 1'-0" 00 CD 3 6/8 R.O. 2 8/8 R.O. 3'_63/$» R.O. w z N - '- 3 R.O. GENERAL WINDOW NOTES: o 3 2/8 h WINDOW SCHEDULE � NO 1) BEFORE ORDERING ANY MATERIALS OR DOING � w �' NO ANY WORK, THE CONTRACTOR SHALL VERIFY ALL w MEASUREMENTS AT THE BUILDING AND SHALL BE MANUFACTURER TYPE MODEL No. ROUGH FRAME SIZE ADDITIONAL NOTES: RESPONSIBLE FOR THEIR CORRECTNESS. ANY Q U z 2'-5" R.O. OPENING DETAILS DIFFERENCES WHICH MAY BE FOUND SHALL BE �y o Ln TYPE WIDTH HEIGHT WIDTH HEIGHT SUBMITTED TO THE ARCHITECT FOR DECISION O z HARDWARE SHOP DRAWING REVIEW OF WINDOWS BEFORE PROCEEDING WITH THE WORK.ci U FINISH REQUIRED 0 2) SEE WINDOW ELEVATIONS FOR MUNTIN 0 o A MARVIN CLAD ULTIMATE IZ3—CUCA2848 2'-5" 3'-11%a" 2'-4" 3'-11Y8" ORB STORM PLUS PATTERN. = _ CASEMENT o = o o � CLAD ULTIMATE N °D B MARVIN IZ3-CUDH3228 3'-23/" 5'-4%" 3'-13/8" 5'-43/" ORB STORM PLUS 3) CASEMENT WINDOWS: SEE ELEVATION FOR � DOUBLE HUNG HANDING -� CLAD ULTIMATE , 0 C MARVIN DOUBLE HUNG IZ3—CUDH3632 3 —63/8 6 —0%/8 3 —53/8 6 —03/8„ ORB STORM PLUS 4) PROVIDE TEMPERED GLASS AS REQUIRED BY ,.•``` u�.�"`'�e,, j LOCAL CODES. CLAD ULTIMATE , » » » ,�� r••�` �: D MARVIN DOUBLE HUNG IZ3-CUDH2632 2 —8% 6 -0�/8 2 -73/8 6 -034 ORB STORM PLUS 5) PROVIDE ARCHITECT SHOP DRAWING FOR REVIEW. ' ` ' r m 4 CLAD ULTIMATE : o • �� 'a `�� " E MARVIN IZ3-CUDH3630 3'-63/8" 5'-8�/8" 3'-53/8" 5'-83/8' ORB STORM PLUS. 6 OVER 6 _ DOUBLE HUNG o err" 6) ALL WINDOWS TO COMPLY WITH IZ3—CUCA2848 IZ3—CUDH3228 IZ3—CUDH3632 IZ3—CUDH2632 IZ3—CUDH3630 CLAD ULTIMATE » IMPACT ZONE 3 RATINGS ''- •: ..•••••�s��.- F MARVIN AWNING IZ3-CUAWN4836 4'-1 2 -11 4 -0 2 -1 11� ORB STORM PLUS +o,, uw�i�,,•° p WINDOW OPTIONS: '�4'°'�� CLAD ULTIMATE G MARVIN IZ3-CUDH2824 2'-103/8" 4'-83/8" 2'-93/8" 4'-83/8" ORB STORM PLUS 1 SCREEN - HALF SCREENS, PEBBLE GRAY COPPER FLASHING FOR VARIES VARIES DOUBLE HUNG ) L FOR DH'S, WOOD FOR CASEMENTS/AWNINGS 2'-103/8" R.O. SHUTTERS ON THE GABLE ENDS �I( CLAD ULTIMATE 2 HARDWARE - __ H MARVIN CASEMENT IZ3-CUCA3248 - 2'-9" 3'-115/e" 2'-8" 3'-11Y" ORB STORM PLUS ) �..�.� 2'-9" R.O. SASH LOCKS - OIL RUBBED BRONZE SASH LIFTS - PHELPS LF23, O-R-B, J MARVIN CLAD ULTIMATE IZ3-CUAWN4024 3'-5" 1 -115/8„ 3 -4 1 -11Y8 ORB STORM PLUS 2 PER SASH AWNING CASEMENT CRANK - TRADITIONAL, O-R-B K ANDERSEN VINYL AWNING 2813 2'-8Y4" 1'-33/4" BASEMENT WINDOW 3) MUNTINS - ,X SDL o � 0 3'-5" R.O. w w 4) INTERIOR — PRIMED - BARN c; 00 5) GLASS — LOW—E, ARGON FILLED (MARVIN) o L BROSCO CELLAR SASH SSB, 9X13 GLASS 2'-0" 2'-8" 1'-9 34" 2'-5 Y4" 4-LIGHT SQUARE F 4 I � BARN SASH SSB, 6) EXTERIOR CLAD - PEBBLE GRAY z EL A ON OF EL A ION 0 M BROSCO 6/1 LIGHT 1OX14 GLASS 3 -0 5 -5 2 -9 5/8 5 -1 7) EXTERIOR CASINGS & SUBSILLS N r- LO ED PO ITI N LO ED PO ITI N 8) JAMB EXTENSION �^^� N CUSTOM 12-LIGHT 3'-4" 5'-4" F—i — — SHUTTER TYPE A: 9/4X CEDAR SHUTTER TYPE B: X CEDAR p BROSCO BARN SASH SSB, » s „ „ z IZ3—CUAWN4836 IZ3 CUDH2824 IZ3 CUCA3248 IZ3 CUAWN4024 CONSTRUCTION. HARDWARE: USE CONSTRUCTION. HARDWARE: USE B S 6/1 LIGHT 9X12 GLASS 29-9 5 1 2 6 /8 4 -9 �I I G H J PINTBWITH STRAP HINGES. PIN ISTRAP HINGES.RASHOOK D BRASS HOOKNDEY Q TIE-BACKS TIE-BACKS H ,-4_" WINDOW SCHEDULE �y 3'-0" R.O. 3 2'-9" R.O. ASCALE: "'"1 2 = 1 -O W / r, 2-0 R.(0. I 10 r U-) i o � co I fV BROSCO SSB, CELLAR SASH BROSCO SSB, % LIGHT CUSTOM BROSCO SSB, % LIGHT FOUR LIGHT SQLUARE 1OX14 GLASS 9X12 GLASS 9X13 GLASS3 .-- — N L M N P �0 to00co �LJ N \'- N \ n O C) Q � t) LLI � C W � Z c� C� O � A •C1 u A C) O �I r W II C s__ W W P:\4J0B-CUR\Harris\Drawings\plot\A7.0.dwg, 1/16/2012 1:37:38 PM co N DOOR SCHEDULE w oN or NO. MANUFACTURER MODEL NUMBER STYLE ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS GENERAL NOTES: W w � - 102: 20-8" 5 -0„ WIDTH HEIGHT THICKNESS THICKNESS MB SET HARDWARE SHOP DRAWING REVIEW OF DOORS REQUIRED /1 r� VARIES _ 3,-0„ _ 109: 3'-0" 001 JELDWEN SMOOTH-PRO FIBERGLASS FLUSH DOOR 3'-2Y" 6'-10Y" 3'-0" 6'-8" 1 3/4" B Ln 101 CUSTOM - EXTERIOR DOOR 3'-2Y" 7'-2Y" 3'-2" 7'-0" 1-3/4" A z U x � "-� 101A CUSTOM - SCREEN DOOR - - 1-1/4" 102 SIMPSON F-944 EXTERIOR DOOR 2'-1OY" 6'-1QY" 2'-8" 6'-8" 1-3/4" C N — 102A CUSTOM - SCREEN DOOR - - 1-1/4" 103 MARVIN IZ3-WUIFD5070-XXL EXTERIOR FRENCH DR 5'-1%" 794Y2" 5'-0" 7'-0" 1-3/4" D MUNTINS: 36" SDL. INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGON 103A CUSTOM - SCREEN DOOR - - 1-1/4" 0 104 MARVIN IZ3-WUIFD5070-XXR EXTERIOR FRENCH DR 5'-1%" 7'-2Y" 5'-0" 7'-0" 1-3/4" D MUNTINS: 36" SDL. INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGONco 105 CUSTOM - SCREEN DOOR - ';~~"�?s�''�'s••� 'p �. 3'-0" 7'-0" 1-1/4" o- CO O 0 Q ;Q cos: w _ 106 MARVIN IZ3-WUIFD5070-XXR EXTERIOR FRENCH DR 5'-1%" 7' " 5'-0" 7'-0" 1-3/4" D MUNTINS: �" SDL. INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGON � -� x 107 CUSTOM - SCREEN DOOR - - 3'-O" 7'-0" 1-1/4" ;, e 108 MARVIN IZ3-WUIFD5070-XXR EXTERIOR FRENCH DR 5-1% 7-22 5-0 7-0 1-3/4 D MUNTINS: SDL. INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGON 1,3t, a��� 109 SIMPSON F-944 EXTERIOR DOOR 3'-2Y" 6'-1W 3'-0" 6'-8" 1-3/4" B 109A CUSTOM - SCREEN DOOR - - 11 of1-1/4" 4- E 110 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y2" 2'-6" 6'-8" 1-3/8" F TRUSTILE TS5000 SIMPSON F-418 SIMPSON F-944 MARVIN WUIFD5070 ill TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" E 112 TRUSTILE TS5000 5-PANEL POCKET DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" H 113 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y" 2'-8" V-8" 1-3/8" E ^� 114 TRUSTILE TS5000 5-PANEL DOOR, PAIR 5'-2 Y" C-10 Y" 5'-O" 6'-8" 1-3/8" G I^f 115 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" E 116 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y" 2'-8" 6'-8" 1-3/8" F 117 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Yz" 2'-6" 6'-8" 1-3/8" G oI 118 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y" 2'-6" 6'-8" 1-3/8" G z I 119 TRUSTILE TS5000 5-PANEL POCKET DOOR 3'-2 Y" 6'-10 Y" 3'-O" 6'-8" 1-3/8" H 120 TRUSTILE TS5000 5-PANEL POCKET DOOR 3'-2 Y2» 6'-10 Y2" 3'-0" 6'-8" 1-3/8" H ^ H 121 CASED OPENING 5'-2 Y" 7'-4 li" 5'-0" 7'-2" - z 122 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" E .� 123 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y2" 2'-6" 6'-8" 1-3/8" E (D 124 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y" 2'-6" V-8" 1-3/8» F F—I 125 TRUSTILE TS5000 5-PANEL DOOR 3'-2 Y" 6'-10 Y2" 3'-0" 6'-8" 1-3/8» E 126 CASED OPENING 2'-10 Y" 6'-10 Y2" 2'-8" 6'-8" - �n �I 127 TRUSTILE TS5000 5-PANEL DOOR, PAIR 4'-2 Y" 6'-10 Y" 4'-0" 6'-8" 1-3/8" G C�6 V 1 00 128 TRUSTILE TS5000 5-PANEL POCKET DOOR 3'-2 Y" 6'-10 Y" 3'-0" 6'-8" 1-3/8" H r, 129 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" E �-I 130 TRUSTILE TS5000 5-PANEL DOOR, PAIR 3'-3" 6'-8" 1-3/8" G PROVIDE DRS ONLY, NO FRAME. INSTALLED BY CAB'T MAKER 131 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" F 132 TRUSTILE TS5000 5-PANEL POCKET DOOR 2'-10 Y" 6'-10 Yz" 2'-8" 6'-8" 1-3/8" H IrNoll W 133 CASED OPENING 2'-10 Y" 6'-10 Y" 2'-8" 6'-8" - 134 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y" 2'-8" 6'-8" 1-3/8" E 135 TRUSTILE TS5000 5-PANEL DOOR, PAIR S-3" 6'-8" 1-3/8" G PROVIDE DRS ONLY, NO FRAME. INSTALLED BY' CAB'T MAKER CUSTOM DOORS & TRANSOM WITH WORKING CUSTOM SHUTTERS 136 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y2» 2'-6" 6'-8" 1-3/8" F 137 JELDWEN SMOOTH-PRO FIBERGLASS FLUSH DOOR 3'-2Y2" 6'-1Qv" 3'-0" 6'-8" 1 3/4" B BASEMENT DOOR 2ND FLOOR - 201 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" F 202 TRUSTILE TS5000 5-PANEL DOOR, PAIR 4'-2 Y" 6'-10 Y" 4'-0" 6'-8" 1-3/8" G 203 TRUSTILE TS5000 5-PANEL DOOR 2'-2 Y2» 6'-10 Y2" 2'-0" 6'-8" 1-3/8" G 204 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2- 6'-10 Y2" 2'-6" 6'-8" 1-3/8" F Q 205 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" G o 206 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" G cn 207 CUSTOM FLUSH DOOR 2'-2 Y" 5'-2 Y2" 2'-0' 5'-0" 1-3/8" G co 208 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" E r C5 209 TRUSTILE TS5000 5-PANEL DOOR, PAIR 5-2 Y" 6'-10 Y" 5'-0" 6'-8" 1-3/8" G 210 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y2" 2'-6" '6'-8" 1-3/8" F a a BARNO � 301 CUSTOM SLIDING DOORS, PAIR 9'-6" 8'-0" 2-1/4" °4 ° 302 CUSTOM INSWING DOORS, PAIR 8'-0" 8'-0" 2-1/4" CUSTOM TRANSOM ABOVE. DOOR AND TRANSOM SINGLE GLAZED. 303 SIMPSON F-418 EXTERIOR DOOR 3'-2 2" 6'-1 W2" 3'-0" 6'-8" 1-3/4" 1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. 2. PROVIDE EXTENDED STRIKER LIP FOR DOORS WITH LARGER CASINGS, TYP. FOR EXTERIOR DOORS 3. INTERIOR DOORS TO BE PAINT GRADE UNLESS OTHERWISE NOTED, PROVIDE SHOP DRAWINGS FOR ARCHITECT REVIEW 4. SEE PLANS FOR HANDING, ELEVATIONS FOR MUNTIN PATTERNS, AND PROVIDE TEMPERED GLASS AS REQUIRED BY CODE 5. 3 SQUARE HINGES FOR ALL DOOR SIZE 4"X4" W/BALL TIPS, MATCH EXISTING O.R.B.' 4 SQUARE HINGES FOR ALL DOORS 7'-0" W 6. KEY ALL EXTERIOR DOORS ALIKE 7. 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Lj -2x4 TYP. 1 � �, (n 1 L to +6 +6' �j° ; 1j N G F-_— f6 �6 h6 1 r O N Nt Lo N o I`, 2-7%a" LVL Co LL Co 0 cr_ N I t er OPEN CD = N & 2x8 LEDGER W/1-ROW i t TIMBERLOK SCREWS z � � Q 4"LONG @16"OC 2ND FLOOR AND CEILING FRAMING PLAN Q Scale: 1/4"=1'-0" o / ------� Q / C -- - - 2 6 C ILIIN JO STS = z NOTE: DENOTES BEARING WALL o rr nN j 31 2xG I I 1 3 2x 1 1 3 12x61 \ __ w —, � --/ I I I I I I i I I I I I I I I I �i ai I l 1 t�\ 6 ?_c r etc U I I I I I I I RA S I I I I I I I I w�k��``" o I SE R01 F Ft AA4 G i \ `� - ry...' tI s 5TEVIRN PAUEL' S;kCacL s; Iv y akt i 1 VQ.3�� Z5 l PERM T SET Z U - O _- 00 CD C. 0 o INSTALL 6--16d NAILS W M AT EACH RAFTER TO TAIL [� O CONNECTION, TYPICAL U n to f-n ® Q I~ 2x6 FASCIA BEAM TO SUPPORT �Q U 0 , TYPICAL 2x6 FASCIA BEAM 70 CORNER 2-2x6 SISTF_RED cF7 x6 SWSD)E OF HIP ED EACH SIDE O SUPPORT CORNER, TYPICAL ° EACH SIDE OF HIP O z a EACH N PLYWOOD CONTINUOUS � N 2X6 RAF ERS 16 OC -- z 2 7 OVER EAVE BEAM 2X6 RA TER @ 1 "OC — �xs 3- X4 3-2 4 3- .x4 3-2x4 — — 1 2%4 RAFTER S-3 2X i RA TER @ 1 "OC 2X 1 RA TER @ 1 OC —_ - 2x6 EAVE BEALM o - �� BLOCKING - + +� F @j @) N N 41 N N M — ---- x EAVE DETAIL N - N SIIM SON LS90 SCALE:%m=V-0" J L --- J L FRAMINGSIMPSON S90 rY ANGLE SIMPSON HANGER -- E�-- SIMPSON HANGER LUS28-3 ZMAX LUS28-3 ZMAX -- - NGER, TYPICAL x I:: : ::I ::... ro - r = ......... .I -I L L � _-_ n HANGER TYPICAL SIIM SON A Lb I 3 2x 3 2x8 3-2x -2? 8 3 SPAN 3 2x8 3 2x8 3-2 8 I' I I ........I.. All OVERF A ING M OVERFR MINE_ I CO 2X 1 RA TEIR @ 1 "OC - — `O J L rr C° cfl N I N - cp"I� N N - '� - J a+- -- ----- - �— I i ti Q Q x 10 LED ER `V N EARI G WALL -=-A ^ J L - W/ BEV-L PLATE -A3 EARI G ALL ----- -- o 0 BELLOW / B VEL PLA TE --- _-__ J L ---- - x ��N N L L L L L L L L L L L_ L- L L L L L L L L L L L L L LYLL L L L L L _ L L LLX ELL W -- - ❑ Li -- ❑ ❑ _ - - -' L— --- _. -2x OPEN 3 -2x8 ... ...... . . .. x CO 2 10 IDG PL TE `� k L L L L L L L L L L L L J J J J J J J r r r r r r r r r- r r \®d 1) r r r 2x 1 r RIDGE PLATE r r r r r �cj� O�� ��� � QO�� INSTAL 6-16d NAILS --- _ �-� L Q Q Q SEE ROOF FRAMING PLAN FOR BEAM SIZES 2 A3 __ __ _ _ x INSFA L 6-16d NAILS r r r r r r r r r r r r r r r r r r r r r r r r - — J L 200 LEDGER � A EACH FTER N EI _ I " - CONN C ION T PlCAL - ER TO CH KArN— J L N -- CON!N CTION, TYPICA l L L J 000 �' _ --� --_wry --- -- - SIMIP ON L390 - - J — -- x 10 CEI ING JO1S S@ 1 6"0 SIMPSON 590 FRAM41 G ANGLE _ o_ J L FRAMING A NJGLE___ a 2x 10 x OVERFR MINE c rn OVERFRA ING N RAF ERS OPEN N 2x 1 -- - -- _ Ll- J O r r RAF E S x -A 4 3 2x4 I — ---- N Lo `L�,P -� Q Q ry ti P� ''° I' �' L L L L L L L L L L L L L L L L L L L L L L L J J J J J J U Q 9, �� r ,r L J SEE ROOF FRAMING PLAN FOR BEAM SIZES SEE ROOF FRAMING PLAN FOR BEAM SIZES i2X 10 RA TER @ 1 "OC _2x L J 3- x4 3 2x8 "I 2X 1 RA TER @ 16"CC — rn I I v1 to j = 0 3-2X4 3- X4 El ❑ ❑ o ❑ ❑ 3- x4 3 2X4- N 2X6 RAF ERS 16 OC m `° m 2X6 RA TER @ 1 OC --- L 0 J 0 0SIMPS N A34 _ _ tic (n L` L L` HANGER, TYPICAL > N z J --- 2-2x6 SISTERED 2-2x6 S>ISTERED Q EAC 4 L o J EACH SIDE OF HIP H SIEDE OF HIP z � � Q) z L =' 2x6 FASCIA BEAM TO SUPPORT x6 FASCIA BEAM TO _ -SUPPORT CORNER, TYPICAL U R, TYPICAL \I Li L J L� L V = e SEE S-2 FOR CEILING FRAMING - o N o Ir SEE S-2 FOR CEILING FRAMING ---- ck: cj:� Lij L J Lv LLJ N LOW ROOF FRAMING PLAN AND 2ND FLOOR CEILING LL o- Scale: 1/4"=V-0" ® " Q Ur os� 0 NOTE: DENOTES BEARING WALLCL z 11 FLI f }-r o I STEEVEN PAUL_ sr, U Lv , O Q Co r 2x10 RAFTERS SEATCUT 2x10 RAFTERS VENT BY OTHERS 2x10 RAFTERS w zC� „ SHEATHING CUT TO MATCH SLOPE SHEATHING R= 8 -0 SHEATHING CUT TO MATCH SLOPE U 2x10 RAFTERS 2x10 RAFTERS � w 2x10 RAFTERS 2x10 RAFTERS Q 2x10 RAFTERS x H N SIMPSON A134 \ Q.) p mT FRAMING ANGLE, SIMPSON A34 TYPICAL FRAMING ANGLE, TYPICAL SIMPSON A34 U y FRAMING ANGLE, E~ TYPICAL N _ N \ \ 2x10 RIDGE PLATE 3-9/2 LVL \\ \\ 2x8 CEILING JOIST 3-2x10 FRAMING ANGLE, 2x8 CEILING JOIST i .� 2x8 CEILING JOIST TYPICAL 3-9%2" LVL I N I N I 1 GAMBREL ROOF DETAIL SCALE: /4 -3 GAMBREL ROOF DETAIL I Q3 GAMBREL RIDGE DETAIL SCALE: Q4 GAMBREL ROOF DETAIL //� - 3/4�=�'-0" '-0"SCALE:3/4°=1 �//a-1-0" �.. SCALE:3/a"=1'-0° 2x10 RAFTERS CUT TO MATCH SLOPE SHEATHING 2x10 RAFTERS SIMPSON A34 FRAMING ANGLE, TYPICAL / BEARING WALL BELOW 2x8 CEILING JOIST BEARING WALL BELOW 7_===1 / 3-9%2" LVL 3 2x4 TYPICAL 3 xlu +2X4ICAL 3 2x4 TY ICAL -� 2x10 2 10 AFTr C -- - RAF ERS Q RAFTERS 03 GAMBREL ROOF DETAIL 3-2 10 kv� 3 gy2» vL y 3- '/2"L L � 3- 2'L L' — x o L L L 5 SCALE:3/4"=�'-0" 7 ^- r r r r r p ...'..� :.....l .. ..'I ..':. .:.. I_. . .{ .. 11 I . .. . l I O L L � I I . . . I . I .......1 .......1. .... .1 ..... I ......I . . ..I. . . .I .... 1 .. . .1 ... II i I I ... 1 I .. 1 ... I .. I . . ..� . . I . . .I. . I ...... i.. .. . 34 2x 2 FIAT � 1 2 OVER RA INC S-5 o I 2 10 RAFT R S 16" C e Zx 0 R DGE�YLA,_E 2x 1 RI GE LA T 2 10 1DG PL m L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L IL L L 3 r r r r r r r r r r r r r r r r- r r r r IF r r r r r r r r r• r r r r r -A 4 - 2 10 AFT RS 16" C - 2X 1 RA TER @ 1 "OC r r x �'f�� V RAING �- Ld L Ld x �. . ...11 CL 4 \ L 3-ZL 1 D L L �L L 3 9%2»LLVL LBEAM L L + I.. .. t" _. �.. I �� .... L.:. !f L _ _ L L 3 L9/z LVL BEM L 3-2 10 r IF IF IF r- r JJ L 0 ERF AMI G P� SIMPSC N HANGER — � VE FR— A-i NG 5w J, L mQnS-5 2x10 5 -2xERS 2x10 uRAF ERS RAF J v 2x - - ---- -- RAF ERS -- - --- -- ----- -- -- - -- ---- -- L. ..... -� I. RA -RS-- - �- JJ 3- x6 _ _ Vl N I f� JJ L U ° O I I 2x 2x _ -- --- -- m i RAFTERS CD JJ L-^a^ i AFT RSzs L ___ w ,N ?� L L`ti cn I 2X 10 LEDGER BEARING WALL BELOW i 2X 10 LEDGER - � ck: r� k Lti O � L � I I --- x o c» - k---- W ° (D � I N X I I U 0Q W ol N X L N N I (n q LLJ N Q -- — - L — I Co J O - — C Z N �0 I L ROOF FRAMING PLAN N 3-� 4 ,, L - -- Scale: 1/4"=1'-0" U '0 II Q Q X BEARING WALL BELOW LL 0 2 10 '-EDGER O Z \ j 2x8 O Q R I-TE S � -L - , — e: ••-.� `.fit�`."� CL G• 5_ Z BEARING BELOW -- O a t S.rrr Ir,`t-U:.A7 h �Jli 4 4 X t Lu PERWIT SE. O -