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Home My WebLink About37077-Z Town of Southold Annex 4/7/2014 P.O. Box 1179 54375 Main Road 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.-1-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this of6ced 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 dwelline 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 Auy iz z Sign ure TOWN OF SOUTHOLD a BUILDING DEPARTMENT TOWN CLERK'S OFFICE $S 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 EC I _ Fonn No. 6 TOWN OF SOUTHOLD MAR 2 8 2C BUILDING DEPARTMENT TOWN HALL 765-1802 BLDG. DEPT. TOWN OFSOUTHOIH 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: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $ 100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing p_Building: (check one) Location of Property: G P C),1 G, Y e 0 X d House N Street Hamlet Owner or Owners of Property: 1n rt-1 7S Suffolk County Tax Map No 1000, Section / Block Lot 7,/ Subdivision ^ Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted' $ 5b, n. ~f 3~ Appli it Signature f ~ies. Z." Cn l.tt SO[/jyOlo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P Box 117 cd~, e roper. richert(ciltown.soLithoId.ny.us Southold, , NY 11971 1-0959 .a~ coutim, 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 2-dw Dryer Recpl 2-30 Emergency Fixture Time Clocks Disconnect 2-20 Switches 96 Twist Lock Exit Fixtures 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: V~ Date: March 19 2014 81-Cert Electrical Compliance Form.xls 1 5~FF0(.ICTEL a65t p2 i 0~0 Opy TOWN OF SOUTHOLD ~c OFFICE OF BUILDING INSPECTOR I' . P.O. BOX-728 ~I' NOV 2 5 TOWN HALL - SOUTHOLD, NX, 11971 Fi, Tp C E R T I F I C A T I O N Date ll z0 l Building Permit No, 6 rl I . ,.~F Owner 1"ICCI/y) S -i- J C~~reLtS ~?t(51 (Pleas print) / Plumber (please print) I certify that the sogder used in the water supply system contains less than 2/10 of 1%,lead, (plumber's signature) Sworn to before// me this day of /1!J?2r/63~ o . / Notary Publics otary.Public County KARLA S. HEATM NOTARY.PUWC, STATE OF NEW YORK NO.01HE022R663 QUALIFIED IN SUFFOLK.000NTY 'COMMISSION EXPIRES 05/24/2014 3 7 A~~MOe snaTy*TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK/) EMAR / m t DATE S f INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying TOWN HALL L Board of Health SOUTHOLD, NY 11971 N~ W D W y N 11 sets of Building Plans ? TEL: 765-1802 0 Survey PERMIT NO. 7 Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 3 - a _,20 Mail to: /D'wt o Hisapprove&t4 zr's C4"4,c11149 J;L- a O - ~3 Phone: &JI-97(U-7&"7 Building Inspector APPLICATION FOR BUILDING PERMIT Date o? / , 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 inspectors on premises and in building for necessary inspections. Z-/,s ~ H7 re- - (Signature of applicant or name, if a corporation) 20 A. o70a rte'4,-6 Ss/ Ny. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder t4c,e,d CM14Mic?u2. Name of owner of premises {Ta 4ryn 1- Z-4 ~ Grri 5 (as on the tax roll or latest deed) If applicant is orpora ' n, si atu of duly authorized officer 2m" Er ( ame and ti of corporate officer) Builders License No. y/S-t? S- /tl-4 Plumbers License No. 311y 85'- -IW /'2 Electricians License No. 4-179F - M,E Other Trade's License No. 7 y - 4 Gt) 1. Location of land on whi~jIt prop ed work w 1 be ne: C/ct~/ /Orh iO fYSlxrs 1cs~r House Number Street Hamlet County Tax Map No. 1000 Section JOb0 Block 7-/ _Lot 7 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 _ S,;,%~_ A,.,,4~ b. Intended use and occupancy y/r,'~e rs~iy/ 3. Nature of work (check which applicable): New Building ? Addition Alteration Repair Removal Demolition ? Other Work far yo ewsV,),.i /r-r--- (Description) 4. Estimated Cost_ d byu~. 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 /VO Will excess fill be removed from premises: YES NO G"AA.0 44.-r' ,Nl prom; rse:~I- ~ /~mi5 AdciressA-t-ieAun6+ Ma. 01 hon No. Name of ArchitectrG/~.r ,$?h Z*5t " Address-*2 LL4 JiSiC ,.as. P~iJOn No G/7-41S/-S7S/O Name of Contractor~'hf lc rt i~ Sc. Address&x ~k,d 9 ro I44NOPhone No. "-M-76c,57 Ny. Ji-M 15. Is this property within 100 feet of a tidal wetland? *YES t/ 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 0 M~LA & / / A64-s -:7 being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ;S)He is the GL / ,*e- (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. iwom t before me this ~a n day of 1 L 20 /a 1 ~l~ 2 2" A9k ature of Applicant 1 tot Public ZRK KARLA S. HEATH NOTARY PUBLIC, STATE OF NEW NO. 01 HE6222563 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05/24/2014 Jill M. Doherty, President I SO~lyo Town Hall Annex Bob Ghosio, Jr., Vice-President 54376 Main Road B 1179 ox F. King # Southold, , New York k 11 11971-0959 Dave Bergen G John Bredemeyer Telephone (631) 765-1892 lyC,o N 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 th a jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 o e Town Code. Therefore, in accordance with the c nt Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111 n ermlt is re wired. Please be advised, however, that no construction, sedimentation, or dist ance o any c nd 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. Sin rely, Jill rDfoherty, Presiden Boa Trustees JMD:Ims New York State Department of Environmental Conservation _ Division of Environmental Permits, Region 1 SUNY ® Stony Brook game 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 - Fax: (631) 444.0360 Website: www.dec.nv.oov 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 7120/11, 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 land 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, Qark Carrara Deputy Permit Administrator cc: JMO Environmental Consulting BOH BOH-TW File I Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 1b PROPS LOCATION: S.FTMR THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1060 D / ^J STORA& et. ORADING. DRAINAOE A D EROS rwy P 'umma '3 CHon "BL- 4- CERTIFIED BY A ocai w PROFESSIONAL IN THE ATE OF NEW YORX i i SCOPE OF WORK - PROPOSED CONSTRUCTION rITIM # / WORK ASSESSMENT Les o a. What is the Total Area of the Project Parcels Will this Project Retain Storrn-Weter Run-Off (Induce Total Area of all Parcels located within 4 L J Ak'KS Generated by a Two (21 Inch ch Rainfall ll On Site? Slte? / ? II the Scope of Work for Proposed Construction) (s F / Aaer) (This Item will Include all run-off created by site t/ b. What Is the Total Area of Land Creating cleaving andfor Construction activities as well as all andfor Ground Disturbance for the proposed 'y(&1A7 6'( Site Improvements and the permanent creation of Construction activityy impervious surfaces.) (8.F.l Mee) 2 lwwl P•aa arNrdsa) Does the St Plan Indic Indkating SSurveyhe & Show LocaAll tion? This PROVIDE BRIEF PROJECT DESCREMON Drainage Structures ? This t/ I ^ L , Item shall Include all Proposed Grade Changes and N0y 4vr0~ fjGa~' 1714 •/`H nLLf~I Slopes ControEng Surface Water Flow. 11-4 p $ Does the Site Plan andfor Survey describe the erosion I ry Igf~uktcpi'h`yi?I and sediment control practices that will be used to ~ ? I.. control site erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling, Grading or / Excavation where there is a charge to the Natural .V/ Dilating Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand t/ (5.000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustaisisjurfadiction General DEC sWPPPReaulransft or within One Hundred (100') feet of a Wetland or Submission of a SWPPP is required for as Construction activities InvolAng son Beach? ' disturbances of one (1) or more same; Including dlslurbances of lass than one acre that 7 Will there be Site preparation on Existing Grade Slopes are pan of a lager comnron plan that will ultimately disturb one or used some of lard; Which Exceed Fifteen (15) feet of Vertical M to Including ConelnmWn activities Involving air Wtlsbarcae of less than one (1) acre whew the DEC has determined met a SPDES permit Is required for storm water dsdsrget. One Hundred (100') of Horizontal Distance? - ( SWPPP's Shall meet tins Minimum Requirements of the WOES General Permh 8 Will Driveways, Parking Areas or other Impervious for storm Want Dlaeherges from Construction activity- Parma No. GP-0-10-001.) Surfaces be Sloped to Direct Stone-Water Run-Off ? V 1. The SWPPP shall be prepared prior to the aubmltial of the NO]. The Not shall be into andfor In the direction of a Town right-of-way? submitted to ft Depsrimerd Prior to the wanencomeM of construction activity. 2. The SWPPP shall describe the erosion and sediment coned preWOw and where 9 Will this Project Require the Placement of Material, / required, pasl-oo skucoar alarm water menwpernant Practices that will be used andfor Removal of Vegetation aridlor the Construction of any ? constructed to reduce the pollutants in atom water discharges and m assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms eM Conditions of this permW. In addition, the SWPPP shall Area? mile acre WlninoInclude a» budeldmen aom...r APwr.a Identify potemiel sWroes of pollution Which may rwsOmbly be expected to aped the quality ofsiorm water discharges. NOTE: sAmr AnswawGuwtlau One through Nine is AnswaalwNhs Cheek Mark 3. All SWPPPs that require the post-construction atone water management praoeo s In a Sox and the comfte0on all diehab.nw Is between 5,000 S.F. a 1 Acts In araa, component area be prepared by a quelifed Design Professional Licensed In New York a So me Wane Wading, Drainage S Erosion Control Plan Is Required by the Town of that Is knowledgeable in On principles and practices of Storm Water Management Southold and Must be Submitted for Review Prim to Issuance of Any Building ParmR parE: AaWa MUk(try asaarAwearor.aA Owmlouarwa.d fer•Cempla4 sornssron) STATE OF NEW YORK, COUNTY OF ............{fir ~ SS That I . .O..M..! g5....v'.11, being duly sworn, deposes and says that he/she is the applicant for Penn it, i (Name of individual sigraio continent And that he/she is the .....................C!Y f fT IMYn cL...... ""'iawnsr, coMreaor, Agent. Capaat. GMrer, «p.> Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his )tnowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; d oE............................wgpLq S2611~fH Notary Pub ~leL.({ . TARP PUBLIC, STATE OF NEW. ....NU.-WTiEB222563 ( vre of App k.a) FORM - 06/10 COMMISSION EXPIRES 05/24/2014 ho~~~F 5011& Town Hall Annex 4 54375 Main Road T" Telephone (631) 765-1802 to ax -5 P.O. Box u7s Q r~er.richertown(631) soU76 d J-g nv us Southold, NY 11971-0959 OOUNiV , BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: :V0 arr,n S~;t l b Date: 3 Company Name: _ Name: License No.: -Lf '7 CIS Address: a Phone No.: 5l 2S E- 17-3-V57 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: (e I > , I~~ Permit No.: r7 rl r) Tax Map District: 1000 Section:- r Block: I Lot: I *BRIEF DESCRIPTION OF WORK (Please Print Clearly) C-c~4 I )c16• C~ OS e (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 nderground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ` 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 Please let me know if I can be of any further help. it 1 D M, ^ R 2 2 2012 Sincerely, , -I T. Thomas J. Shillo Z & S CONTRACTING, INC. BOX 202 • FISHERS ISLAND, NEW YORK 06390 Tel: (631)788-7857• Fax: (631) 788-5600 F EJUL July 18, 2012 BLTov, Mr. Gary Fish Town of Southold, Building Department P. O. Box 1179 Southold, NY 11971-09959 Concerning: Permit #9 Dear Mr. Fish, Please find enclosed the foundation location survey for the new John Harris house project on Fishers Island. Sincerely, Thomas J. Shillo Jacob D. Albert, Architect 262 Washington Street, 2nd floor Boston NIA 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 11A7' Re: Kathryn & John Harris house Clay Point Road Suffolk Co. Tax Map #1000-007-1-70 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. Very truly yours, Jacob D. Albert Architect i Copy to: Z&S Contracting NIAfl 1 1 2013 ho~~pf SOpr~°{o Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 4, 2014 cj%f Z & S Contracting Inc. PO Box 202 Fishers Island, NY 06390 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) V-J Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4N/84) Trustees Certificate of Compliance. (Town Trustees # 76&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 Dv`~_L-Q NG a. P # 3 TO 77 B~iPA/ 370 BUILDING PERMIT EXAMINERCHECKLIST *Date Submitted: °l t"-Date Reviewed:Z A j~_ ftt - Applicant: Owner: /1 d fla)-eZ V if Architect" Estimated Cost: SCTM# 1000 - 7 Subdivision: Q Zone: [k_10g0 Conforming? Proper Address: Alfa City: /5"A-, Pre COs? Building Permits (Open/Ex : BP -Z / C/o Z- , In o: BP -Z / C/O Z , Info: BP -Z / GO Z- , Info: BP -Z / C/o Z , Info: BP -Z / C/o Z- , info: Single & Separate Search Required? Y or(N Detercitination: SToRMW*,T-C-R RWJ a FF --T REQ. Lot Size: a--o ~ 000 ACT. Lot Size: I /'-S974 REQ. Lot Cov. od070 ACT: Lot Cov. v/t REQ. Front (p0 ACT. Front $0 REQ Side '1o ACT. Side ~s/_ REQ. Rear PROP Rear 1100 Q. Height. 35" ACT. HT;T_.Q~ REQ. 00TH SIM-5 'ACT 0 o e:tDc rition: ' KIT /'1nOaV.~ 2- a Water ront. or N? , Caui_ L-Zh"C If yes, water body: _ Panel lood Zone; ulkhead/BIluff nce: c ADDITIONAL APPROVALS REQUIRED PL4,vS(4f) SIGNED, SERLED 0 SURVEY OR S TE PLAN_ / S olk ounty Health- Y or N - If yes, *Bed#: b *Date: NO/ *Permit#: ~(0' ~ - d03 Town Septic: Y-9 ~ CIf no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC virus Y o Date: g//~// Permit r NJ Letter Notes: Southold Trustees: Y o0 Date: Permit CLANJIlLetter - otes: Southold ZBA: Y o(l -Date: Permit - Notes: Southold Planning: Y or(Q_ Date: Permit - Notes: Town Landmark C of A: Y Ot(pI DTE: *NYS CODE compliance (page 2): Y or N CoNTRA~reR dlctNSE _pISABaLITY-LIRBILITy=-WDlek^tENS C MPE c T- on/ - AR 0.N2HI3tT, Fee Structure: Calculation: Af E\A/ Y \A/ E L ~N Foundation: I aSfp SF I 7o SFX$,40=$A~ g3,~D First Floor: 4410 SF _79 + Initial Fee: $ ?.o 0 , 00 Second Floor: 9 A SF ,2307 Additional Fee ( $ DEMOLITIO 38 5 SF (D eh10, 3 94S SFX$,30 =$I FS3.s0 Total: 4709 SF 1,03 I X, ` a + Initial Fee: $ 160,60 Di m I- ME -16 O, 00 -I + Additional Fee ( $ 61kN ON ~ I~1a~O _C of 0 FEI # '570, 00 AP_ SCP~ae l .51 c?itµ0 AS B E TOTAL: $ 4)36,70 PAR 1411 l / TOTE} I- ?444M - 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/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: YaN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N + LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS Y/N (RESCRECK) --~O/V TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) IF umnoj J// pm iy \ 1, \I HARBOR I Jr,}^ ° :1. D u\~ SITE f !G \ ~ .om uyv~axr~ uo \ \ ~ W lS OR .pP SGLLE 1'400' s 1 1 1nw~ 1= le Zi-, td / / Cwwm. w 1g~ I wuomwam.~ ®a.~". v.R n. wn.+.,s g~i sao ~ z / / a 1~1 °ni-••" '~..,a ~~..a. ~..E w..mo~py4r~oe.a Zh € a ~ rwa~ nrscw .c. ,aoc > z roz .mrs \ ~9 ~o , nsRY°~cas mwn oc.,uwu, mar. ~wo-> > :.acs Y e l e3 APPR01H6 { $ 5 c" zs zoz //V' \ :ate L l9 / I w,c: urncx . arun mxmo. axrvrw,ux \ \ am,. e, e \ M \ Mm .mi.c.,~m x..a .wc v.. SHEET - - _ \ 1 OF 1 WE5T o bg HARBOR - d3 a a / - - - W m aS gG ~1 I ) SITE 0 p r 1 9 HENRY L FERGUSON MUSEUM, INC. I I I F f a.-. y ly $,E BLOCK 7T LOi 1 TyI Q a AREA=1.71f ACRES I I II - O' VA DEEDED FO CAR NT CONS IAND• I I - ERYATON ° F e ,~E ~,.,N9 I W II 1 ew.Pr / / 9r,s•1rt 1 1 1 LOCATION MAP SCALE 1=400' U 4~ / / ° ~ I III lmp-s m A ` I I I 9 uRatt- te.D6 I.WI.w w " w,ro P. rwws PROPOSen 9aoE elms x Ims 1 e z Iwoun mwn, MM mac scWE r - 1d duxam. rNMm a pw / / / : oar II I Ik 1Bt.IY NER'LILW. WNIECIM.YII eC10eFR ]4 IM y 4. A . ` w[u R. f I?LN 2) 91E RMI PREPNde ieR J[iN IIWee I," MY PCM Mw RWOM / / S A/ / I ~'iv 6 D. NN YdIX. P0.CPJSFe YFlC Mtd. REV6aNe W. 2 Oe/19/1011 SINGLE FAMILY RESIDENCE cYRrO:E WIGDE FM DYE: wr m, 1011. s . ,•-b'. PRJIECf eeoxuNexr I MUNICIPAL WATER /mwe,i 9HEr 1 of cYE Am Am Eprnmar wo wmi~wc e / ` \~L 1 y~ vaor.Na mwx01 I ON SITE SEPTIC w¢a1EewRE. Puc. / / N I'aER.~a I I ,m i/ / . O 5 I II 1.) TMS AM4T wS P mw POR TIE Pw wel NRfOi. WMAM R HEREpI. w1Y E%IE,ISIeN W TIE M e D mE PW6WlD KaID m / / , / / 1 wmu ~1,H.1p-w 1 0.ET! 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FERGUSON MUSEUM k R r1 BLOCK M LOT 7 3 9 S MAR 2 1U14.. ~Q jrl~_Q~L__ n2 (0.75t ACRES) - 09-0.5-90 OF ` ~ ~ ,eOWEwa• i~~~~ I ~~Ptg ty cp ~ IEEY < a t - I APR 4 2014 x WwDR °N9 d. ° = s i - ?pF ~aOe. a 9 o s ' DATE:m NOV. 15, 2011y - _....__..a SCALE: 1- -=60 S0 ° PROJECT 12009815 CYAC f-VE N FFET UUAUIY Cm1IROl CERTFlGl10N IiWI+ aJEWm WdE SHEET 1 OF 1 ~ 0_7 r lS TT \ To reduce the risk of fire, use only rnetal ductwork. IMPORTANT NOTE: Pro ventilation hood liners must exhaust to the outdoors. - Wolf recommends 4h t the above the ent lation hood be installed 11lICTWOHK INSIAl1ATIOR - 30" (762) to 36" countertop. Consult a qual- n+ROHGH ROOF ified HVAC engineer for specific ducting applications. A 10" (254) round duct is recommended for pro ventilation hood liners. Use only rigid metal ductwork, do not use flex ducting. DecoannvE llooo ~j - Decide where the ductwork will run between the hood liner and the outside. Pro hood liners have a vertical discharge. A straight, short duct run will allow the ventilation hood to 12" ra0e) / 190sI LINER --IEIf,IIT T perform most efficiently. Limit the number of elbows and 4" 1102 I transitions. The duct run should be no longer than 50' - . - (15 m). There is a possibility of noise issues, if a remote 22"2(6]2) blower is used with a short duct run. uNeR DEPTH 30 1762) TO 36" 9.4i Unless you are using a remote blower, a roof or wall cap 001 TOM oc HOOD To must be installed. Connect 10" (254) round metal ductwork 000NTERTOP 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 III 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 1 installations, a backdraft damper is necessary to minimize i f the backflow of cold air into the room. I Local building codes may require the use of make-up air. Consult your local HVAC professional for specific require- i. ments in your area. '1, 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 Glaring Area Percentage: 20% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Fishers Island, NY 06390 John Harris Jamb D. Albert, Architect 11 Crooked Lane Z&S General Contractors Manchester by the Sea, MA 01944 978.526.8852 Cumpliance: Passes using UA trade-off Compliance: 2.6% Better Than Code Maximum UA: 847 Your UA: 825 Tru%esnxnwone imam coos igea noletls hoxtloam mmplmnce ar noumm4Meo on m0a tretlaormlu. . 4 DOES NOT wovlos an aumm ofwww a a Wr rahtl•a m a mmfm~h. Gross Cavity Cent Glazing UA • • Door 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: Wood Freme: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 WdwdA: Woad Frame:Double Pane with Low-E 36 0.350 13 SHGC: 0.32 Orientation: Unspecified East Mudmn 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 Dr#F944: 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-1 DA: Wood Frame:Double Pane with Low-E 92 0.350 32 Project Title: Kathryn & John Harris House Report date: 11/01/11 Data filename: P:MJOB-CURUianislPennitslResCheck.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 SHGG 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,l lxH: Wood Frame:Double Pane with Low-E 161 0.350 56 SHGC: 0.32 Orientation: Unspecified Ceiling-Wings: Cathedral Gelling 2346 33.0 0.0 73 Ceiling-UMMudroom: Cathedral Ceiling 540 33.0 0.0 17 Ceiling- bedrooms: Cathedral Ceiling 1188 33.0 0.0 37 Calling-Entry: Cathedral Calling 346 33.0 0.0 11 1 at floor. AJI-Wood JoistTiruss:Over Unconditioned Space 3370 33.0 0.0 101 Compliance Statement: The proposed buikfrng design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. f~ y 1 ^ / pSfxnnlt r JGr,C~C7 ~ r7 ~ ~ 1 Cii?L`~1. u-U tE A .Q~ AL ~ ~ J • I Name - Title Signatu ~0O Date 2 c 8OO° ,•rr9~ly "c 58i J ~t ~'r THE S1A1E~r`°s°° °aLaQac°°/ 6a Project Thle: Kathryn 8 John Harris House Report date: 11/01111 Data filename: P:kUOB-CURWarislPermitslResCheck.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-LibBMudroom: 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-198: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled 1.1-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, 1.1-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 8 John Harris House Report date: 11/01/11 Data filename: P:WJOB-CUR\Harris\Pennits\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: ? 1st floor: All-Wood Joist/fruss: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: O 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. O Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubstshowers, and in openings between window/door jambs and framing. F1 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. F1 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. O Wood-burning fireplaces have gasketed doors and outdoor combustion air. F-I 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 barders and thermal barrier: Installed on outside of air-permeable insulation and breaks orjoints 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 Comers, 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. O 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$. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Dud Construction and Testing: ? Building framing cavities are not used as supply ducts. F1 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) Postoonstruction 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: F-1 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. O 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: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. F1 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: LI 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: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: F-I Heated swimming pools have an on/off heater switch. O Pool heaters operating on natural gas or LPG have an electronic pilot light. O Timer switches on pool heaters and pumps are present. Exceptions: Project Title: Kathryn & John Harris House Report date: 11/01/11 Data filename: P:\4JOB-CUR\Harris\Permits\ResCheck.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: O 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: O 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'c'). 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:\4JOB-CUR\Hamis\Pennits\ResCheck.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 33.00 Wall 19.00 Floor I Foundation 33.00 Ductwork (unconditioned spaces): - Glass & Door Window 0.35 0.32 Door 0.32 0.45 Cooling Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments: 32-2 3,-,2 ylJ N LOCKING CASTING - I~~~ TO GRADE PROPOSED GRADE/A`I II 7 * • ~ c7 a m 3z-, ~ ~y ~ N ENDCAP TYPE I~ \~?O~ I) LEVELING DEVICES MIN, 4' 32-6 ]I-IS / ~ rT~`yI • rl r•'1 Fi ~ 2" MIN ABOVE INLET I) OUTLET INVERT - O 2" MIN Wj U o BAFFLE REpOIRED na-, •cd Vl C ~f ne-1 V .F.1 O U IF INLET PITCH EXCEEDS 1/2" PER FOOT T A , 0 H U Z o N CIO - a \ P II Z ~ ~ ~ w I j Pj r' \ 0 m c \ 4420"W TYPICAL DISTRIBUTION BOX i ipe.a$61~ NOT TO SCALE R= 1054.11 l l Je-] to INPRIS V OMITS OF nOAL WOU BITS OF TIDAL WOUNDS ul 30-n -1.3 N M rvrvWrv AS FLAGGED BY G Jl FLOGGED BY G JUST- JMO ENVIRONMENT,~L i / I 03-09-2011 10 ENVIRONMENTAL CONSULTING l I 1\ ` / -09-2011 ]]-2 ]n-lJ rT, J]-,2 W ne-s _5 J]-tl APPRN/F Loc" 9-10 3]-I QP'y HENRY L HENRY L FERGUSON MUSEUM I XEMSAIT'll SEPTIC 19-1 e.-a 37-2 (VACANT LAND) II AREA n-s J]-9 V I 1 LOCATION M CATION MAP SCALE 1"=400' COTTAGE TO BE REMOVED. _I 1 SINGLE FAMILY RESIDENCE DISCONNECT WATER - - I -!Il I l (MUNICIPAL WATER SERVICE I ON SITE SEPTIC SYSTEM) 5 ff, II,.. O 1 uwu Ir1 - l I TEST HOLE DATA 1 ~I I 1 I BY: R. STROUSE P,ELS (03/ IMITS OF \\~IFlAOD L20NE VE II -I V ~l Ili P,ELS (03/25/2011) X04 r cP , FLOC 0"-4"' TOPSOIL (ELEV.~13) 4g APPROX. LOCATION EXISTING wLPL~1 l 4"-32" SANDY SUBSOIL JBSOIL I CESSPOOL- TO BE LOCATED _ I 32"-11' FINE SAND ND Sgs. \ ~1 PUMPED AND FILLED WITH ! I WATER AT 14'- ELEV. 2 1EV. 2 PLAN SATED OR GRAVEL of _ I I I_ sif ication (USC) System (from ASTM D-2487) I / / ~"x=~ ~I sB H'J ceess AREA EXISTING - e15 _ Unified Solis Classification (USE ,.rsa-Cr.i.ed Sails, Clean Sand n 9 - 118.50 .50' GMajor roLDivision. Coarse-Grained o FF COTTAGE 14 BO Poorly rly graded sands, little or no floes Classification PIB-Plymouth loamy sand, 3 to 8% 40 y i '00. EOGE OF GRASS AREA h - - _ m NRCS, USDASol PClassificattion de D V, _ w m l a BENCHMARK-MONUMENT / ~oI ELEVATION - 18.95 mL N: 1891.42 SEPTIC SYSTEM DESIGN FOR 6 I T = A - W: 1122.66 IESIGN FOR 6 BEDROOM RESIDENCE HAWiD LINE El 0 El Dl E:l 0 N SHEET 46-Fl OF 49~I % (n SIONE i $8144'20 W•I l ~l PATIO WALK Be R=88l o l PROVIDE - 75DI05TRABUTION BOX GALLON SEPTIC TANK ITRIBUTION BOX MA L -1 PLE _ x PROVIDE - 3 - 5'6" X 6'5" L - --,v-- I, h z INVERT ELEVATIONS- 5'6" X 6'5" LEACHING POOLS (SEE DETAIL) li _7 =1 =1 M- 0 sU ti~~ _ I y" uwN DBOX INLET- 13 17 17 3,0 r== COASTAL EROSION BRUSH EJ L? El [01 - 13,0 LEAC ELECTRmI DBOX OUTLET 13 EXISTING vi METER n l LEACHING POOLS INLET- 12.8 INLET- 12.8 W 1 - - USE 1 y 6,_6" ,d ' iB",CHERRY (f _ FF=1 7.9 ELECTRIC VAULT I CHERRY _ -rr' nl LEACHING POOL DETAIL I OT / I V L: ~L;f7IInEE ,'l yI =11 m~ ~~I ~l MAP RrtF1iFN_FC V) o cof NOT TO SCALE a :F •.12" TWIN 1 R~ ~ TREE "Fill, TT A Il~ I 1.)PLAN MADE FOR DAVID F, TA I2" PANE FISHER, ISIAND, NEW YORK SC/ 'R DAVID F, HARRIS PROPOSED POOL BLOCK 38 LOTS 1 & 2 0 / Of > U-1 u nicH sE„~ ,P Crounodrrrr, / I I/ PROVIDE A 1500, R I RONDE A 1500 NORW0.I„ CONINECOCUT OCIOBEI NEW YORK SCALE 1" = 20' CHANDLER, PALMER Al KING Z O < Z COCU1 OCIOBER 28, 1985. !5 O O ~ GALLON SEPRC TANK N SEPTIC TANK GnreDEN - y 1 1 a _ a- 'W^ PATH I APPROX. LOCATION EXISTING CESSPOOL- TO BE LOCATED T _ 1TION EXISTING 0 BE LOCATED - I I I s-rowE ~a rg V/ PUMPED AND FILLED WITH D FILLED WITH 1, 1 DRIVE V) a = C) SAND OR GRAVEL 4D OR GRAVEL O ih , PROVIDE DISTRIBUTION ' DISTRIBUTION 15 " cHERRV~~ _ NOTES N O of N W In _ BOX AND 3 LEACHING l - \ POOLS D 3 LEACHING O 1z" cNFRRr POOLS F(I' I 1.) THIS SURVEY WAS PREPARE „J WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED f = Q he LAWII CLUMP MAPLE ne 1 e 1 gh _ ) I HEREON, ANY EXTENSION OF THI PENSION OF THE USE BEYOND THE PURPOSED AGREED TO W LIMITS OF CLEARING, GRADING - BETWEEN THE CLIENT AND THE ' IIN~~~ v A V _iz loAK q0 GARDEN l ENGAGEMENT. 1 TENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE O LIMBS OF ROA WgUNDS ~I' AND GROUND DI4RIRBANCE~ - / l i F l AS FLAGGED BY G. JUST--I \ JMO ENVIRONMENTAL CONSULTING } - \ _ IT S A VIOLATION THE 5 TION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS W / 03-09-2011 I \ PROVIDE A CONTINUOUS UN CONTINUOUS I I -AoLTS" ACTING UNDER THE DIRECTION ICE AND MAINTAIN TT" ONE 5~ I ~I ITEM IN ANY WAY. iE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ~Nk \ / / /ryh OF SILT FENCE AND MANIA r - A ~ THROUGHOUT CONSTRUCRUCTIO UT CONSTRUCTION Ant 1 3 1 nnn v enPlFS TIP Twv wrzv OF THIC 91 IRVFY MARKET WITH TIFF I AND CI IGVFYl1R'9 ~N ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF tt~~"Lb(4$ I,I'' zT' I XOx E%PANSII 'S4 cc~5Vb \ - ;7ANS1,0N Al SIGNATURE AND AN ORIGNAL EN YOR. s95'~ . v _ _ THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE SURVEY TRIANGULATION STATION DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ATION STATION "NIN". LStoa'a~etteh~`~~,,t vv v 4~~s~~. ~T Lose aePA/,/~ \ ~s:~o 6,1 - TY, s OF 7. i' ~ e" MAPL[ SE SITICTION IS 007, IN THE BLOCK W TOWN LOT 7. IE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, o eye LLB 1 ti / \ SE DICK 1, LOT 7. _ 6) TOT4L AREA = 1 62k ACRE 7.) SITI IS LOCATED IN R-120 1 62i ACRES ott• Lett G, p LS. v oy ~~F`oli2 y`~\\ a Sep e~'' TED IN R-120 ZONE ° ~GQ' P KNOCKOUT INLET ANO \Fp, B.) BA`E FOR LEVELS. NGVD 19 VELS. NGVD 1929, 0 w o ~~oFOB ourLEroPEwNGS TFS~c~AQ~y2 ry N F HENRY L. FERGUSON MUSEUM 9J PocTloNS of THIS SITE LIE .TV THIS SITE LIE WITHIN FLOOD ZONE VE (EL.-13) AND ZONE BE - ° o OFD ~H,t !,a 9! P _U ,t .t(YJ 1~k. RIBS INSIDE ly FS y-9 L=44 ~~Et~~p'ct`' OOPS CT 9 O 'A CRASS \ R~37.76 __V JOB' BLOCK ,'8 LOT 7 \ (EL,-11) AS SHOWN ON FIRM, P NEW Y[RK COMMUNITY: TOWN 0 AN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, _ o UNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF P \ s 0.75± ACRES 1026 MAP SUFFIX H MAP NUM (VACANT LAND) 2009. H MAP NUMBER 3610300038H MAP REVISED SEPTEMBER 25, > OQ~.OF aAnl \ 165, w \ APPUC/NT FO" LCF~~L"01 P % OJPL' \ \ JOHN FARRIS 0 11 CROOKED LANE \ MANCHESTER, MA 01944 G 01944 _ 5 QLi< F PQ N 1639.10 \ 975-526-1795 ~p:1C' ,~qEO CAST W 1344.14 11./' J~O CONCRETE COVERS 0 ~A 04E~ yQQ4 PLAN LIMITS OF FRESHWATER WETLANDS I Ff:m Q _ p$QR ,~p"L~~a~~'~ COVER LOCKING CASTING AS FLAGGED BY ON R. MARSH, Ni MARCH 9. 2011 Y, TO GRADE TO GRADE F DROP T \ r N w N/F NOW OR FORMERLY Q i m USEED FINISHED GRADE S H 0 m m SF SQUARE FEET HA 4 -CHIMNEY 4 6/12.6 A WI E MESH >T m m m m @ 20" 6 x 6 6/6 GWIRE MESH I' FF FIRST FLOOR m min. 2 6,~\\ rn In - 10 - EXISTING CONTOURS w INLET 3• VENT Ji 3" VE.I OUTLET 1~*I FILTER ZEA)FI BALE3' STAKES FILTER 7 w Z y_...~_ STONE WALL w LL LIQUID LEVEL IR S FABRIC FABRIC POST aa CONTINUOUS HOT ' OUTLET , EDGE OF LAWN a o v "T i j BAFFLE I IIL JI m ASPHALT SEAL LIN ? WOOD FENCE /e EN WITH COMPACT CD o o o DATE: MAY 20, 2011 BRUSHLINE'.1 2~@ a a• SCHEDULE paO 6D' ons "'F I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL MAR ? I INLET BAFFLE EFLECTOR J ~I AND CONSTRUCTION OF SUBSURFACE SEWAGE BACIKFI LL - DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE ANGLE 10' UP SLOPE BUILDING SETBACK LINE SCALE:`1 I? "-lp, p=pf 4„ a AND WILL ABIDE BY TH CONDITIONS SET FORTH FOR STABILI1v AND SILT FENCE BACKED Xxx INVERT ELEVATION PROJECT 2009815 ! CROSS SECTION F- T REIN AND ON THE ERMIT TO CONSTRUCT. SFLF CL EANwc BY HAYBALE BARRIER NOT TO SCALE - H TH§ TEST HOLE 1500 GALLON - 2 COMPARTMENT u PROPOSED BURIED UTILITIES SEPTIC TANK _ AP ANT 30 16 30 15 0 30 SHEET QUALITY CONTROL CERTIFICATION NOT To SCALE Ili GRAPHIC SCALE IN FEET 1 OF 1 GROUP REVIEWED AT GRAPHIC SI PROJECT MAPNGET, SURVEY N E N U ]x-i ]1-tx N ~ ~ N T ~ ~ ro pl WEST U HARBOR o • tip ~ ~ o o b~AI C ]1 fi rT, ~l V O SGY ~ 3y W ~ ~ ra U O O 7 c 1 V H Q ~ cd U ~ v = ]e-, ~ U ~ y o u O - ~ .y U Z o 0 4Z- 0 \y. I HENRY L. FERGUSON MUSEUM, INC. BLOCK 38 LOT 1 I _ - AREA= 1.71± ACRES 1 ]ea ~ I "VACANT LAND" ]]-s c a U DEEDED FOR CONSERVATION II `1 1 I _ r,A a 20 r ]]-6 ] -I] N N JOHNSON N r LIMITS OF AS FLAGGE )AS MITS OF TIDAL WETLANDS 1 1 I aoeeson' FLAGGED BY G. JUST- I 1 ae-a j _ JMO ENVIF JMO ENVIRONMENTAL CONSULTING 1 I 3]-13 ]]-R W / I - 03-09-2( 03-09-2011 1 ]o-s 5 ]]-11 5 n-,o n-1 EP' ] n-e / / \1 t1 ~7-1 31-7 'I 1 40 I ]o-i ]]-9 S88'15'16-E 1 1 I LOCATION M, CATION MAP SCALE 1"=400' 249.71' 1 1 I 1 rn 1 r 1 r T ~60' UL1 1 I I MAP REFERENCES 0 v~4 m I I I BENCHMARK-MONUMENT I)PLAN MADE FOR DAVID F HAF 1 ELEVATION = 16.85 FISHERS ISLAND, NEW YORK SCA R DAVID F HARRIS PROPOSED POOL BLOCK 38 LOTS 1 & 2 VEW YORK SCALE 1" = 20' CHANDLER, PALMER & KING 1TICUT OCTOBER 28, 1985, 1 I N: 1891 42 NORWICH, CONNECTICUT OCTOBEF r OLD CESSPOOL W., 1122.66 I 2.) SITE PLAN PREPARED FOR J( EPARED FOR JOHN HARRIS 1122 CLAY POINT ROAD FISHERS PROPOSED SEPTIC SYSTEM. REVISIONS NO. 2 08/19/2011 COLLAPSED AND ISLAND, NEW YORK. PROPOSED FILLED W7 SAND REMOVE COTTAGE. NHS. DATE: M, BITS. DATE: MAY 20, 2011, SCALE; 1"=30'. PROJECT SINGLE FAMILY RESIDENCE 1 OF 1 CME AAOCIATES ENGINEERING, LAND SURVEYING & MONUMENT MUNICIPAL WATER #2009815, SHEET 1 OF 1 CME ARCHITECTURE, PLLC (FOUND) I I ON SITE SEPTIC LC J`~ ~ ~ YT NOTES ~P4 ~ II N 1.) THIS SURVEY WAS PREPARED WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED TT ~ 11 ~ S / I I HEREON. ANY EXTENSION OF TFIE I BETWEEN THE CLIENT AND THE ENSIGN OF THE USE BEYOND THE PURPOSED AGREED TO ENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE N / i 5814 ZD W I ENGAGEMENT. R=6885 'O I I 2.) IT IS A VIOLATION OF THE S ACTING UNDER THE DIRECTION C JON OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS iE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN cv - ITEM IN ANY WAY J / ( O 3.) ONLY COPIES OF THIS SURV EXISTING _ I 1 SIGNATURE AND AN ORIGINAL EM OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S IN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF FOUNDATION r ~l~O . I THE LAND SURVEYOR. YOR. Q ~r~A sFP ~T7 LOCATED 1-. 06-29-2012 4.) COORDINATE DISTANCES ARE SURVEY TRIANGULATION STATION DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC _ Q O ATION STATION "NIN". a } r I- COASTAL EROSION .I-L L'T ii e ee SITE IS IN THE TOWN OF S SE IE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 2- Z Z O ~Ii I 1 1 HAZARD LINE SHEET 46-Fl OF 49 I SECTION (,07. BLOCK 1, LOT 7, OCK 1, LOT 7, 1YYY r 6.) TOTAL AREA = 1.62± ACRES 1.62± ACRES > Q } a ~-1 T i O - 1 7.) SITE IS LOCATED IN R-120 J TED IN R-120 ZONE Ur) L Z g co LIMITS OF FLOOD ZONE VE e.) BASE FOR LEVELS: NGVD 1~ VELS: NGVD 1929, 0- O N 0 J i~ i I ~ ~ ~ ~ (ELEVTI3) - 9.) PORTIONS OF THIS SITE LIE THIS SITE LIE WITHIN FLOOD ZONE VE (EL.=13) AND ZONE AE N N J \ I I I j \ OLD CESSPOOL (EL=11) AS SHOWN ON FIRM, / i "VACANT LAND" NEW YORK COMMUNITY: TOWN 0 1WN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, Q UNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF Z V COLLAPSED ANO 3 H MAP NUMBER 3610300038H MAP REVISED SEPTEMBER 25, _ FILLED W/ SAN T_ D I O / ~ V A I I r T ) ~ % N N1 \ Q I 1026 MAP SUFFIX. H MAP NUMI 2009. TEST OLE r IRON 40.86• P B Il- i -i 1 6 PIPE X019.28• m Q NSO,2736 E - APPLICAN('. 1500 GALLON 11\\ - r r r = SEPTIC TANK ~I TANK 5) Y 1 J`p _ I R=6j7'27 JOHN HARRIS 1 \ - _ (INSTALLED -li\\ 2d~ 1y NOVEMBER 2011) -UD 0• 11 CROOKED LANE JE )11) / ~sao\ I I MANCHESTER, MA 01944 01944 L V ///AA111 A AV~a~i LOCATION OF 3 \ O• LEACHING ATION OF 3 LEACHING LI \ 1G lT POOLS (INSTALLED ~1 \ 7 NOVEMBER 2011) (INSTALLED SIN SEPTIC S` \ NBER 2011) SEPTIC SYSTEM LOCATION DATA SEPTI SEPTIC EXPANSION 11 J' 1 1 DISTANCE AREA FROM DISTANCE DISTANCE \ LOCATION FROM FROM 'm LOCATION LOCATION POINT ..A~~ 'A" "B" DESCRIPTION N/F l~ 9o HOUSE HOUSE HOUSE GWENDOLINE ANNE HARRIS CORNER CORNER CORNER N o 0 BLOCK 3B vv T'T 1 38.5' 3B.5' 20 3' INLET COVER Z a - C .'o. 2 42 6' 42 6' 26,2' OUTLET COVER O o (SINGLE FAMILY RESIDENCE 3 45.9' _ 45.9 29 9' D-BOX - m 0 0 ~ ON SITE SEPTIC 4 58.2 _ 58.2' 23 7' DRYWELL 1 ul MUNICIPAL WATER) 1 5 690 ' 690' 40,1' DRYWELL 2 - V- A\ MONUME T V/ 67 456.0' 56.0' 38,9' DRYWELL 113 > /T \`1_ \ V ~J \ 5.4' r o - ~ ONIS ~Pp N/F 45.4' 50.2' OLD CESSPOOL w \ L \ ~ w 2 \1 t \ HENRY L. FERGUSON MUSEUM \ p o ~J \ 7r IRON PIPE BLOCK 38 LOT 7 (0.75± ACRES) - 09-05-90 6 "VACANT LAND" \ \70 p n~ k yY n 11 Q 1 \ F kAl IFGENQ Q ° x ~ m o IRO \ IRON PIPE \ N/F NOW OR FORMERLY m m m SF SQUARE FEET \ c~ m a - i s i w FF FIRST FLOOR p o 0 0 STONE WALL " z s w s o 3 0 o' o w a w o EDGE OF LAWN o m x o _ m ~ O U U WOOD FENCE DATE: NOV. 15, 2011 I 1 rYWYYI BRUSHLINE BUILDING SETBACK LINE SCALE: 1 = 30' ~l -THi TEST HOLE PROJECT #2009815 PROPOSED BURIED UTILITIES 30 15 0 30 SHEET GRAPHIC SCALE IN FEET 1 OF 1 QUALITY CONTROL CERTIFICATION GROUP REVIEWED E PROJECT MANAGER N SURVEY JSE ~a KATHRYN & JOHN HARRIS HOUSE 1 ~ ~1 F' d 1--1 R; w FISHERS ISLAND, NY ~F INDEX 1 ~ I # 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 FIDCO PRELIM PRICING PERMIT PRICING 1.0 SITE PLAN O O O O O O O O O e , ~P'~ • NNO,J ~~~4 SURVEY O O O O O ~ 000 J? 2.0 FOUNDATION PLAN O O O O O O O O 2.1 1ST FLOOR PLAN O O O O O O O O O 2.2 2ND FLOOR PLAN O O O O O O O O O 'S 2.3 ROOF PLAN O O O O O O O O O ..N.J0 3.0 PERSPECTIVES O O O O O O O O 3.1 ELEVATIONS O O O O 0) O O O O 1 1 3.2 ELEVATIONS O O O O O O O O O 1 3.3 ELEVATIONS O O O O O O O O O I I H 4.1 SECTIONS O O O O O O O O 4.2 DETAILS O O O O O O O O 1 1 4.3 DETAILS O O O O O O O O 4.4 CHIMNEY DETAILS O O O 5.1 INTERIOR ELEVATIONS O o- 5.2 INTERIOR ELEVATIONS O O 5.3 INTERIOR ELEVATIONS .00 1 I FI 5.4 INTERIOR ELEVATIONS O O 5.5 INTERIOR ELEVATIONS O O TREES & AWN UNDER RO H LAWN 5.6 INTERIOR ELEVATIONS O O 5.7 INTERIOR ELEVATIONS O O W E S T / o HOUSE HOUSE _ y 5.8 INTERIOR ELEVATIONS O O of 1 I O 5.9 INTERIOR ELEVATIONS O O HARBOR / LOW SHR BERY/ 5.10 INTERIOR ELEVATIONS O O WILD G SSES / I 90~ it 30J 1 -13 S 1 ~ Iv 1-I 6.1 INTERIOR DETAILS O O I n rn 61 INTERIOR DETAILS O O / ESTONE I~ a V 1 a 0 D GA 3~~ I < N 7.1 WINDOW SCHEDULE O O O O O O O O O d ISTIN ERRACE III 7.2 DOOR SCHEDULE O O O TONE LL DENS 7.3 WINDOW INSTALL DETAILS O O 0 SHRU S-0 STRUCTURAL O O O O 9 i IB.S~ 5' P NTIN GRASS 1~.5. I z F~-i / VIII YI S-1 STRUCTURAL O O O O W S-2 STRUCTURAL O O O O / ORC ,-PI r. i S-3 STRUCTURAL O O O O i ~ i ~f 37,5 75 ;Po 3, TREE i O O ' r I--y ~I REMO E 1 ° S-4 STRUCTURAL O O O O E2.0 BASEMENT ELECTRICAL PLAN O O O O I 1 E2.1 1ST FL. ELECTRICAL PLAN O O O O ZBLUESTONE ZUESTONE -NEW SHRUBS -1 { E2.2 2ND FL. ELECTRICAL PLAN O O O O >WALK h TREE WALK REMOVED BARN \ iii NEW TREE - 8.1 BARN PLNS, ELEVS, SECTION O O O O O O O O O GRAVEL IVEWAY ' S-5 BARN-STRUCTURAL O O O O S-6 BARN-STRUCTURAL S-7 BARN-STRUCTURAL O O O O i X E8.1 BARN-ELECTRICAL PLAN O O O DENSE SHRUBBERY- w \ \ = LAWN W p I cop 5 \ o NEW IQAl ~I / v~ o H N QAl O / \ RETAIN STORM WATER RUN FF PURSUANT TO CHAPTER 2361 A A OF THE TOWN CODE. LUM INaG sr y \ WILD GRASSES ~ / Wa p LiI S- EEIx / EST G EFGR 0 RING \ COMPLYIIIITW , MPLY AL CODES OF PL C RTIF TION' \ NEW YORK STATE YORK STATE TOWN COD ONL FORE AS REQUIRED-AM QUIRED CERTI PANOY t TOWN f SOLDE SE INI TER i~A SOU1N(Y. pIAN , gp/yq SUP PL , , ST, I OT O SOUTH Tm EXCEED 10 I%'L D. Y& 6EC O Z _ o TREES Q m UNDERGROWTH \ ELECTR ELECTRICAL API ,OVED AS NOTED _I \ J INSPECTION I MECTION REQUIRED E3"1-1!I 9-B.P 437o77\ ° _ ' -I \ 136,7~GY~ce o \~I DO NOT PH w DO NOT RROEEED WITH r a' DEPARTMENT AT I- FRRANG'U FRAMINC'LINTILSURVEY 'scz 8 G ANI AroI TO a PM FOR THE OFFOUNOA7 OFFfS)Jryp~TIC7NLOCATION 01 nUl!ING FJ0NINSPECTIONS ,,,,_HAS BEEN "ING w REQUIRED C' ,.HASBEENfAPPRONED. FJRPOURED CONCRETE FRAMING, OCCUPAP STRAPPING ELECTRICAL & CAULKING OCCUPANCY OR a INSULATION USE IS U~ USE IS UNLAWFUL 4 MUST BE COMPLET FOR C OECTRICAL ~UL CONSTRUCON MEET THE \ WITHOUT WITHOUT CERTIFICAT EQUIIREMENTSOFT ELCOD ES OFNE OF OCCUI OF OCCUPANCY D YORK ESIGN TORCONSTRUCTION ERRORS R I 'P:\4]OB-CUR\Harris\Drawings\plot\Site Plan.dwg, 1/19/2012 12:10:50 PM E ~8 J1-z s1-.s o] rr JI-iz ~ Q WEST WEST SIT FN IBM v 12-1 H?LRBG ARBOR E WOVEN WIRE FENCE (MIN 14 GAUGE W/ MAX 6* MESH a! a u SPACING) 10 CENT 36" MIN LENGTH FENCE - - ER TO CENTER POSTS DRIVEN MIN 16" I INTO GROUND ro - ~ Q rr ~ ~ ~ a C r F ~~i ` III HENRY L. FERGUSON MUSEUM, INC. I I 517E BLOCK 38 LOT 1 1 1 HEIGHT OF ?<V FILTER = 16" MIN. AREA-1,71± ACRES "VACANT LAND" i~ ]e-z ]a-u JJ-1 ~ l I EMBED FILTER / DEEDED FOR CONSERVATION i 4 CLOTH A MIN OF e- M py~ 6" IN GROUND ii 33-6 J) LIMITS OF TIDAL WETLANDS AS FLAGGED BY G. . JUS JUST- - I ~I c a NMPIS ]3-5 N-IR P RRP CTI V1 1 JMO ENVIRONMENTAL CONSULTING 1 I 03-09-2011 % - IXISTING CO0TTyy~~..E .lonnsou ss-a s -to ~ h N se-a n n TO BE REM D WOVEN WIRE FENCE (MIN 14 112 CADGE MAX 6" METH I I 1 n-v 33-2 x-u r-` SPACING) WITH FILTER CLOTH z PROVIDE ONI -40, Je-e n-n W 31 i 36" MIN. FENCE POST EY X 8' DRYWELL I 588'15'16"E CONNECT ROOF LEADERS I I ne-. 31-10 37-2 31-1 31-9 3.-7 i 249.71' FLOW UNDISTURBED GROUND i I I LOCAT LOCATION MAP SCALE 1"=400' U0 COMPACTED SOIL 2 / EMBED FILTER CLOTH 4 A MIN OF 6" IN GROUND 4 CR I~ Q / SECTION VIEW ~Y x'I n LAWN i- ( r^ I TEST NO F DATA tEflATe =Ri r . TROUSE P.ELS, (03/25/2011) \~qrci T~ I~ I E n0NI(~M6NSMENT BY R. STROUSE REL PROPOSED I4 If HA N: 1891.42 CONCTR TCTION PFrIFI ATIONc 0"-4" TOPSOIL SW I I LIMITS W: 1122.88 4°-3T SANDY SUBSOIL 1PSOIL SW i~ ;ANDY SUBSOIL SW I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE y CLEARING 1q I 32"-17' FINE SAND E70STING PATIO SINGLE FAMILY RESIDENCE WATER AT 14'- ELEV. FINE SAND TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "i" OR E "U" TYPE OR B X, HARDWOOD. O E A9x.` TO BE REMOVED - / MONUmE - 14'- ELEV. 2 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE 00 (FOUND MUNICIPAL WATER EXISTING 2' HIGH WALL / EXISTING - ON SITE SEPTIC Unified Sods Closslflcatl WITH TIES 6-- SHALL / SPACED EVERT 24" AT TOP AND MID SECTION, FENCE BE WOVEN WIRE, / tle,F il / TO REMAIN - COTTAGE 743' _ >Ils Classification (USC) System (from ASTM D-2487) 6" MAXIMUM MESH OPENING y1Q' 91a I~ FF= 179 IXSTING GARAGE Motor Division: Coarse PROPOSED ' TO BE REMOVED Group Symbol: Sp, Pool dion: Coarse-Grained Soils, Clean Sand ST 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE / / L• OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER / STONE PATH) NRCS, USDA Soil Classil mbol: So. Poorly graded sands, little or no fines DA Soil Classification. PIB-Plymouth loamy sand, 3 to 8% FILTER MIRAFI 100%, STABILN%A T140N, OR APPROVED EQUIVALENT. / PROVIDE A 4 PREFABRICATED UNITS SMALL BE GEOFAB, ENVIRDFENCE, OR APPROVED .r. ` LINE OF PROVIDE A CONTINUOUS IST NE - ~ ~ LINE OF SILT FENCE P IG - 1 4'2o "w I scam cvsTC DESIGN EQUIVALENT AND MAINTAIN AND AMINTAIN THROUGHOUT WALK ! / . S8 ~NCT 11 N MRFR 7 '.57EN DESI- GN F0R.R~DR00O N6IDFNCF -N. OVFN~FB J~7110771 5 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE ~CONSTRIJCTIDN/ - - l~ r R=88.85 VY/ EXi9nivc WATER ter'„s( 1 h } II inrlr I ~sEevicE PROVIDE- 1500 GALLON G7 PROVIDE- 1 DISTRIBUTIC 1500 GALLON SEPTIC TANK .roes IX uwN PROVIDE- 3 LEACHING F 1 DISTRIBUTION BOX 3 LEACHING POOLS sTiN I TO BE REMOVED D / ~6 OOM - / -r\, _EIECTRIC~ QR' GRASS AREA V/ -vA\ METER ^o FF-18. _ELeCTRIC III I NOTES W COASTAL EROSION VAULT U MNZARD LINE`1 ~.1 1,) THIS SURVEY WAS PF 'URVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Y Z SHEET 46-Fl OF 49 V I~'T vmI N a;'9; v y HEREON ANY EXTENSION BETWEEN THE a/ / i,IL 'ail;I /y` 7 PROVIDE BURIED ENGAGEMENT. CLIENT AN AY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO fHE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE N O O} Q j Y ~ . L Ili I P, /PROPOSED F'II I i r env / UTILITIES VT. 0 a a STONE WALK ~6 r T ~ 2) IT 15 A VIOLATION OF PATH VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS Z 0O Z Z V) LIMNS OF~ r sroN 1 . PROPOSED s PROVIDE NEW ACTING UNDER THE DIREI DRIVE DRGRAVEL WATER IVEWAY COORDIWI~WMH ITEM IN ANY WAY. D IY Y. ERJ THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN a 0 FLOOD ZONE VE (ELEV 1J) \ l OI GARDEN + / I•` ~V I s_ FISHERS ISLAND ~w = a Z 4p V I ( "L_ v I 3.) ONLY COPIES OF THII WATER WORKS ;OPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Iw- d rQ \ I PROVIDE 0 SIGNATURE AND AN ORIGI PROVIDE ONE(1) THE LAND SURVEYOR. AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF U) a Z J V) 0 M: U SURVEYOR. \ I II eY X 61 DRt E X 6' DRYWELL A A CONNECT / \ LEA CONNECT ROOF i Iri x iD 0 4) COORDINATE DISTANCE 0 V) INATE DISTANCES ARE MEASURED FROM U.S COAST AND GEODETIC LEADERS "VACANT LAND" SURVEY TRIANGULATION S' 1TEST IRON LI^' N NI ` O N w IANGULATION STATION "NIN" N O 1500 GALLON - I I HCL i' GAR EN PIPE .4 .86, ni \ D I 5.) SITE IS IN THE TOWN 6°E SEPTIC TANK I /y LCT- 'i9 ° R'19'28 SECTION 007, BLOCK 1, IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, li )7, BLOCK 1, LOT 7.1 0 (1NSTAILEO / b n 1 1 I ' 1.. s NOVEMBER 201 I) ~HI r„`'llI 70.~ 11 I~ R-b Lr- _ i s I 6.) TOTAL AREA = 2 241 LOCATION OF 3 A 1REA = 2 241 ACRES LEACHING 6. 7.) SITE IS LOCATED IN F LOCATED IN R-120 ZONE POOLS INSTALLED - I It NOVEMBER 20117 SEPTIC EXPANSION ~ PROVIDE A CONTINUOUS rn e.) BASE FOR LEVELS. N( AREA _,L LAWN LINE OF SILT FENCE DR LEVELS. NGVO 1929. m AND MAINTAIN THROUGHOUT 'N cn I 9 ) PORTIONS OF THIS SH EXISIINO WALK AND GARDEN \ _ I JS OF THIS SITE LIE WITHIN FLOOD ZONE VE (EL =13) AND ZONE AS v v TO BE REMOVED CONSTRUCTION (EL =11) AS SHOWN ON _ NEW YORK COMMUNITY. TO i SHOWN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, \ COMMUNITY. TOWN OF SOUTHOLD NUMBER. 360813 PANEL 38 OF N/F ~`v v 'V° @ EXISRNG AND PROPOSED ;Y 1026 MAP SUFFIX: H MAP iUFFIX: H MAP NUMBER 36103COD38H MAP REVISED SEPTEMBER 25, GWENDOLINE ANNE HARRIS '1\ OMITS OF CLEARING PROVIDE ONE(1) V 2009. BLOCK 38 6Y X 61 m (SINGLE FAMILY RESIDENCE ~r i~ DRYWELL-COq~ECf ROOF IS LEADet 1 ON SITE SEPTIC DRANAGP N4I AnDN3_ = MUNICIPAL WATER) N Z 0 Z a ROOF AREA = 3406 SF \ \ REQUIRED = 3406 % 1 0 % 2112 566 CF MONUMf ` 1 MONUMENT \ O N \ \ 566 CF / 50.27 CF/ /VF 11.3 VF VF \ \ w m USE TWD(2) - 8'0 X 6' DEEP DRY WELLS \ \ O N DRAINAGE .u r 1 ATON RG°N - \ N/F 1 HENRY L. FERGUSON MUSEUM \ \ \ PROPOSED ROOF LEADER ROOF AREA 792 SF \ \ RESIDENCE REQUIRED = 792 SF X 10 X 2/12 = 132 CF \ \ w - 132 CF / 2827 CF/VF = 47 VF \ \ y* USE ONE(1) - 6'0 % 6' DEEP DRY WELL. IRON PIPE BLOCK 38 LOT 7 \ (0.75± ACRES) - 09-05-90 \ 0 VACANT vwO" \ 6" PVC WYE 1 v OVERFLOW 1T 30 15 D 30 O z 6" PVC CUT \ TO LENGTH MIN 6" SOIL COVER GRAPHIC SCALE IN FEET ` OVER DRYWELI ` 0 BLOCKS AND CATCH ` BASIN GRATE TO GRADE IRON PIPE FrENn Q FILTER FABRIC '-~-(NEENAH R-2525-F) OR EQUAL V A F- ~ 3 a N/F NOW OR FORMERLY Q z m U in SF SQUARE FEET 90' BEND 10 O OO OO OO 0 6" SOP 35 PVC O0 O O m m m ro FF FIRST FLOOR °o o i i SLOPE AS REQUIRED 0 00 O O O m w 2 m w w 10 - EXISTING CONTOURS O O 0 O o 0 1" STONE OR ~ ® O O 0 O STONE WALL z z 4 SCREENED GRAVEL I AM FAMI I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL EDGE OF LAWN o rc s I' 8' I' AND CON`, AND CONSTRUCTION OF SUBSURFACE SEWAGE a m o ° fJ- WOOD FENCE STORMWATER DRYWFII DEN I 10' DISPOSAL DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE r. AND WILL IvaT TO scAl F AND WILL ABIDE BY THE CONDITIONS SET FORTH BRUSHLINE DATE: JAN. 25, 2012 THEREIN F THEREIN AND ON THE PERMIT TO CONSTRUCT - Q - BUILDING SETBACK LINE SCALE: 1 " = 30' 4-TH# TEST HOLE PROJECT #2009815 QUALITY CONTROL CERTIFICATION APPLICANT PROPOSED BURIED UTILITIES GROUP _ -RI- ED DATE rea~ECT I.wNncEl. lllvFy SHEET 1 OF 1 116'-0" Sy Q x BEAM POCKET O z H a BEAM POCKET ti I „b b•4 14 oT # - 0 J I O I •y 200 Pj ai+o L_ _JJiOJb~ 2jSOt, d fFSV 4'-3" 10'-6" 4'-3" 8•_10•• 8'-10' 8'-10" 4'-O" I - nnu na"~~~ o r V l 1 T.O. FOUNDA~T/ION ELEV. 98'-4/z" I~ I EQ. - EQ. O0 lo. I I O F ~ ~7 A4.4 F I z O 'a^ BEAM POCKET, OPEN SHELVES P 4 "J O T.O. CONCRETE ELEV= 95 -8 o LOCKABLE STORAGE AREA a CRAWL SPACE T.O. CONCRETE o ELEV= 95 -8 0 o BOILER CRAWI CRAWL SPACE x I r O I BEAM POCKET - 3 E 003 CONC LSLAB- _ J r}.{ H 'Ik ~ ELEV. 95'-4 1/2" ~ O I O J - 1 O~ 1- _0 I0 BEAM POCKET B 0 BEAM POCKET EQ, EQ. EQ. EQ. EQ. EQ. ELEV= 98 -6 *CONC. SLAB ELEV. 95'-4 1/2" F 4.4 - BASEMENT - - - -J B i ^^002' BEAM POCKET wvR. 9F-02 ELEV. 1/2" L BEAM POCK I o BEAM POCKET - o N BEAM POCKET BEAM POCK ET _ ELEC PANEL ~ ~a N NOTE: ~ ILI PRE-CAST CONC. PANEL FOUNDATION O O O o 0 N ~ WALL SYSTEM BY "SUPERIOR WALL". A4.2 B.O. MASONRY OPENING Q r STRICTLY ADHERE TO MANUFACTURERS C ELE- 9,-8 Yz' UP Q GUIDELINES FOR SITE PREPERATION AND BLUESTONE - BLUESTONE BLUESTONE ~I w CONSTRUCTION DETAILS, BLOCKING OF WINDOW WELL FLOOR STRUCTURE, BACKFILLING, ETC. WINDOW WELL WINDOW WELL D V U o, K M I PRE-FAB. BULKHEAD FND. - H N TO. FbUNOATION BY "SUPERIOR WALL" ° ELEV. 99'-ONE' fuP 0 G 3 0 4" CONC. SLAB _O" FOR BRICK WALL 72•-Q" - - - - - - - 8 M POCKET A N I S EQ. EQ EQ 7'-17Y2" I A 20._0.. 15._0.. 5'_O" 9'-0" - f 0 0 6'-0' 4'-0" 4'-0" 6'-0" z z Q o E 50'-0° 15 I-o. P:\4JOB-CUR\Harns\Drawings\plot\A2.0,dwg, 1/5/2012 4:09:33 PM z w ~ og Na 116'-0' 1s'-o° - ~ Q x - P~ Clr ° v I ® © I ~ ~ II Q' a ti i _ r SPIGOT 1 ;oT Ilt 1 I VII uil!II~ D 45.1 B ~-TRAY CLG A31 I C I I I II O I i I O I ® BEDROOM g A4.1 126 n''~p5 B +++~nau naa+• MASTER c A A5J C Aa.1 D BEDROOM Aa.1 B I I - ~ I H I I A4.1 ~ lll i D I I B HROOM L----- - O A 102 B Ac,9 B HA 0 I I ~I THROOM I --3 ff -x[25 O I O - O BENCH SI112 [-4j .I oe 124 - B SPIGOT e c A5.1 A PORCH PORCH A A5,2 D - / A A5.9 108 108 - J r B a SCREENED D - F-I MASTER: D ATTIC C A5.1 A - WOOD DECKING PORCH ASJ o DR. ROOM ACCESS B 1 r -r Wffi D a JT 109 II 104 - ~ i~ I IIk{ ~ 113 ll~~// V 1 BDR€AU ~ 4 i l I-i-}J 1-I - L pQ cc) © © 04 © O °6 GRI B W D i--~ AUU1 INS RT - - SHELVES BENCH SHELVES I (ELVES LA MDR1` Di BATHROOM U) O Q BENCH HALL _ HALL X22 A A517 c 123 " 106 119 zp f -DROPPED BEAMS - U DROPPED BEAMS --HA elI MUDROOM C D O C r, F~ _77i BATHROOW~,9 SHEL ES tAp5l 4 A - _ I~ I I ~I II II i I~ ~ 117 _ATTIC ACCESS z Ili A A5.7 C B A5.9 b r AAS.6C D A II ~ I I I l J D r~ 2 - - - - 131 I ~ r I KITCHENI I A ov LVES IVES - - -~LIBRARY - D - - l I~ 112 D A5.4 B n L 2 BEDROOM 110 C A52 A TV C PANTR Y _ - I 107 ~jEFI 118 R_ h--~r- -n--- " DR~WRS - - rr I ~ F-i 'RECI TR II A I I © L D A5.1 B I 1--~ 1- " B A5.4 D B BEDROOM -J - T- 'LAZY A - - suBAN l LIVING R Z_1 _POR CH Fl 2-0 *AUC 111 i1 - 19 B A5.6 D I II I I //~b~ nnll sF lug ~jC 4 - i L--=1 rII v su C W n^^mm~ - - - 30° SIN ~I SUSA ~ ~ r Q- ~ - - I I R DW ~ I DW 3 ALL Q _ 11 I I W I ® O II II 18 SE S SPIGOT O O } ~ < w O O O ® 7 3fa O B ~ U U A L O P J A A5.10 C i - WNDW WELL wNOw WELL ENTRY RM. ~~JJ n --wNOw WELL - - rla 24 11 O - AF1 I i , I 44 6 3 0 c B A5.5 D - BULKHEAD A _ B A4.1 I LOSE J p~ a fi A of I 2 115 - - - I I SHEL ES S ELVES D MIN I LOW WALL III ENTRY 0 ° A3.2 A3.2 -777 PORCH PORCH A it 116 0 A A5.4 C Ind B u 0 D IJ I J ~ Q A4.1 E A .1 P:\4JOB-CUR\Harns\Drawings\plot\A2.1.dwg, 1/16/2012 12:26:17 PM W m ~ Q x N~ r~ U o a ° z U y~ I I I I III , w Sao ~L ~ '.1pbry ..10.1 • d S , A4.1 I~ _ A A4,1 A4.1 Pod D B B A3,1 B V L I II lil ~ i I L L C7 LJ 1 ~7 IF1 Fl L u u ~I ~ z ~ Q 1 ~I ~ I I I I I O O O O O O 0 0 O O O O I DESK 9L r --SITTI G RM. - _ 2013 I ~BEDR' BEDROOM B A As.1o C I ~ w 20. 202 O A As .e c - BATHR M D ~ c C f BEDROOM A AS.B C 205 B A5.1 B AAe B _ L 204 I+ _ RIDGE A RIDGE I A ICI LI__-- i ~ l0 O IAC S I ~ M r20F--1] RO M - - II II VIII fi nr11111, i Ll 'Ll W N n i N m - - - - - - B BUREAU BUREAU SHLVS SHLVS SHLVS SHLVS BUREAU n n n m m A A5.10 C Q D 4 J W 3 J J J W (n < w I I ~ v p w ~ a > STORAGE UH 00 w w Ll N w K I SEAT 0.l Q 3 ca I J ~ I a~ P{ A4.1 A4.1 A A A32 A32 A B L4 F-11 E- F] i O J z w ~ Q z^I ~ U l V A3 .1 A 4 E V Q C \j 914, 1 P:\4706-CUR\Harris\Drawings\plot\A2.2.dwg, 1/5/2012 4:15:47 PM a ° ~ Na Z~ U N~ ti p\yII ~Lt\\• Mti~4 Jy I~ I I AB .I ~ UH~uC III HIP IIIIIIII HIP A4.1 A V1 ~H> it A4.1 AB1 F-I-i C PITCH_ PITCH PITCH t 7:12 ~ 12:12 12:12 PITCH 12:12 _ PITCH PITCH PITCH irl 12:12 12:12 7:12y \l~ C n I LJ F-I CI C C Fil z z (Q z PITCH 4.5:12 COPPER RIDGE COPPER RIDGE O v 4 --BRICK CHIMNEY, SEE SHT A4.4 _V rv,1 rF~I C.OPPFR RIDGE CDEPER RIDGE Irli PITCH 22:12 PITCH - SEE FLASHING DETAIL 5.12 ON SHT A4.4 BRICK CHIMNEY, SEE SHT A4.4 PITCH CHANGE IN ROOF PITCH, R= 8'-0" PITCH 4.5.12 4.5:12 ? PITCH 9 12 IN, COPPER RIWF PITCH 9:12 I ALASKAN YELLOW CEDAR SHINGLE ROOF THROUGHOUT N \ o Q Q 3 W ~ w - F I I ~/J o ~ a I ~ - - L - - L L - - DOWNSPOUT CHANGE IN CHANGE IN ROOF PNCH a a -o ca ~ I i II I DOWNSPOU I - I l - - II S E - COPPER RIDGE DOWNSPOUT ~ - SECOND FLOOR BELOW A4.1 ~ A ~I FIRST FLOOR BELOW PITCH PITCH PITCH . 22:12 22:12 712 5' HALF ROUND GUTTER A3,2 A3,2 z o A3.2 A A Q PITCH 612 J _J F=1 o w O U MD A4.1 V' E A3,1 A imis\Drawings\plot\A2.3.dwg, 1/5/2012 4:17:07 PM ,.~\11 IIIIy11 . ? NaQ~ f ~,,~4~ S ~f4 ~J,J, •i ~';~J L~br rJ o+~ N a ....•F5r e W z I,f1111 ,I ~N~V( M ^ ~ p zV U 'xF _LT - - - - - ~SUB. FLR. I III LT a Ell 1 IT -1 1 isr rmoa=sns. Ftx~ r - T L - - - - - r-_ Vii- I I I I I ~ I I 0 a I I WINDOW WHITE CEDAR SHINGLE WELL W/ CABOT'S WALLS W A EAST ELEVATION x SOU ,/4° = ,'-o° _L 1 =L TT BRICK CHIMNEY 1 l -ITL IL -11'= _ ALASKAN YELLOW CEDAR TTr, SHINGLE ROOF (TYPICAL) W \ N N O O~ - - - - - - LK MARVIN WINDOWS W/ -PEBBLE GRAY CLADDING COLOR. COLOR. _ l -l-L~-i~_LI _ ALL OTHER TRIM TO MATCH - - - - - - - - - - - - - - - - - - I 1 ~ - - - - - - - - - - - - - - - - - - - - - - ~ ps W ~ ~I ~ A f i 4 ® ~ - x 1 j ~ ~ v ti~ _ ] J J _IJ LJ_ ENV FA - - - TT'[ - - _ - - - - - ~7 mill, - - - - - T TLOOR sue. fLR L -rF CD o z ~ M w B WEST ELEVATION co scalE: 111V ° = r-o° P:\4]OB-CUR\Harris\Drawings\plot\A3.l.dwg, 1/5/2012 4:19:14 PM y'O•. rti*R', r.' "'11111 Off: ~ r~y rn'r Q~ ~ Sm ? UIYVJ~~ /F/F/F'''''YYY~~~~~~ ~ Z p i ~ ~ a ~ U z o 0 z Q ~ - - -4N0 FLOOR -SUB. -fLR. V1 z - - - _-fSifLOOR SUB. FLR. FLR. - - - - BILCO BOOR- ~ z o~ w A NORTH ELB RTH ELEVATION x SCALE 1/4" 1/4" = V-0" 4 I~ r r . yr~ t r,, --tr,- - - _ - - - r N N N n O O\i ~ n n m m LLJ QJ N K Z U O N li 0 Q 2ND FLOOR SUEL-FtR. - - - - - - - - - - - - - 3 0 J ~ u ~i 1 - - - - - - - - - - - - - O I z CD o z ~ o Q w B SOUTH ELEV, TH ELEVATION m L SCALE. 1/4" = V-0" MC\2 V' J \Drawings\plot\H3.1.dwg, 1/5/2012 4:20:26 PM //ry0 x 4.3 K W Q O ~ U z a h F N V L ~H> P1~ 43 PAMRY PAMRY MUDROOM PORCH z 118 116 117 - - - - - - - - }Si FLOOR SUB. -FLR..- ~ z CRAW PACE w A EAST-WEST SECTION, SECTION NORTH ELEVATION 'Z x SCALE 1/4" = V-0" 4.3 K N N 1~ O O) Q I~ r W O1 Q N Z H U ~ O w ~ O O N ti W Q 3 0 - ~ - - - - - - - 2N0 FLOOR SUB.--FLR. ~ F ~ I!I - 4.3 ! - - - PORCH LIBRARY ' - - - _ - 110 O - - - - - - - - - - - - - - - - - - - - - - - - - 1ST FLOOR-SUB RJ - - I O CRAW PACE z ~ o Q = w L----- J WEST-EAST SECTIO SECTION SOUTH ELEVATION m w B SCALE: 1/4" = 1'-0" co P:\4]OB-CUR\Harris\Drawings\plot\A3.1.dwg, 1/16/2012 12:29:09 PM z MAIN RIDGI MAIN RIDGE T.O. RIDGE 1 RIDGE 124'-0 314' 12 12 123'-1 172' 7 12 R= 8'-0" x ~ F Q U z 9 12 A4 ~i A4.3 O A4.3 2X8 JOISTS IS AC3 2X10 JOISTS jll ~5 E - B E.G. a CLQ 179-2° ~ +F A / II 3 PLATE @ DORMER I"') T.O. PLATE T.D. PLATE - 11T-10' IN-.0 1/4' 11T-0 1/4' T,D, PLATE i II \ \ BEDROOM `i V A 12 / I 202 aD \ \ i A4.3 i \ 12 22 / ~ J A4.3 3VP. ~~q'tn. M W 12 A4.3 ~22 AG3 G 6 H 2X8 JOISTS \ ~k T.lO'. 2nd'FL, SUBFL. ' 12 E _11I 2nd FL SUBFL. o~'~~`- •o ?kB i 1'12XB JOISTS u..••^• Fqs _ T.O. PLATE - ~ LVLBEAM 108'-4 3/4' 2X8 JOIs BJ7. [AVE SOFFIT FRAMING F - H.D. EAVE SOFFIT FRAMING ~ BA. EAVE SOFFIT FRAMING 107'-30' 10T-10' T=10 T.O. WINDOW R0. I I i H + NOSING r-~ , is 107' - 3 1/2' o i PORCH ENTRY TRY PWDR RM PORCH 116 113 13 114 LIVING ROOM 111 A4.2 A4.2 08 A w A4.2 A4.2 A C A42 T0. FINISH C D I I T' TO FINISH DECK B 99' - 6 3/4 SUBFL. - 94 99 - 6 3/4' T o SUBFL 2X8 P T JOISTS 6'-0° loo'-o' _ _ T,D GRADE . 11 2X8 PT JOISTS_ 100 8'-5 1/2' i f-1 - r-' BILCO, PRECAST STAIR, I I 2 SIZE "E" ' i :SEMENT ° I BASEMENT R=7 8Se BASEMENT B.O. PIER _ 94 CONC. PIER 94 -6 T=9. i 94'-4' O i T.O. SLAB 91' - 2 1/2" a B.D. FNDN WALL M-i 9o'-SO 172' B - w E PARTIAL SECTION @ ENTRY SECTION @ ENTRY Y SECTION @ LIVING RM SCALE: 1/4' = Y-0' F-1 SCALE: 1/4' = l'-0' SCALE: 1/4' = r-o' ~ x ~ w N T.O. RIDGE W ~ cu N o ~ Fa W ~ c 12 z ~ T.O. RIDGE F_ N K -9 3/4' 12 W F- R N TRAY CEILING IN A433 A4.3 MASMR_UQROOM NB F ~ a 12 D A4.3 12 E 3 J 1X1p 4.5 12 2X6 JOIS B.D. JOISTS _ TERS 2X8 JOISTS B.O. JOISTS 7 X10 JOISTS 4 T.G. PLATE B 109'-0' 109'-0' i 109'-z' D.O. EAVE SOFFIT FRAMING 171F B.O. EAVE SOFFIT FRAMING - B.O . EAVE SOFFIT FRAMING 107'-10' 10T-10' EQ _ j 107'-10' lOT-10' N PORCH LIBRARY PORCH BEDROOM ROOM a 119 110 108 , T.O. FINISH DECK 99' - 6 3/4' T.O. FINISH DECK 99' - 6 3/4" - - - - - - - - - - - - - - - - - - - - - - - - - - - SUBFL. 2X8 P.T JOISTS 00'-0' o CRAW PACE CRAW PACE n PACE z Z ~k B.O. WALL ~ I- Gl ~ W D SECTION @ LIBRARY C SECTION @ BEDRM \N 3EDRM WINGS a' v' F PARTIAL SECTION @ MUDRM ENTRY T1 SEC SCALE,1/4' D SCALE1'. SCALE1 1/4' = 1'-0' SCALE• 1/4' = 1'-0' P:\4706-CUR\Harris\Drawings\plot\A4.1.dwg, 1/16/2012 12:33:20 PM W ~ R z z - 2X6 STUDS - - 2X8 STUDS W CEDAR SHINGI CEDAR SHINGLES Q C,.) w 5" TO WFATHI 5" TO WEATHER ti ' 2 J¢" CDX PLYW COX PLYWOOD SHEATHING SHEATHING (2) 2X8 P T. 4.5 TRIPLE START[ (2) 2X8 PT. SILL TRIPLE STARTER COURSE _ nq`••• - %X4 WOOD DECKING BLIND NAILED "'i C 2 1 IPE OR MAHOGANY % 5 I~ ~i-lf ~f 1I- = _z to _ - - - 1XB AZEK TRIM co, `c3 - (2) 2X10 P.T. BEAM 3$X4 WOOD DECKING ON aD TOP OF BLOCKING ~ ~ •'••J~es .OSE 2X8 P.T FLOOR JOISTS ® 16 O.C. J IX AZEK TRIM uN' •a~ WEATHER, W/ CABOTS 5" TO WEATHER, W/ CABOTS INSULATION, ION, ING OIL BLEACHING OIL R-38 MIN._ MIN. 1 - STONE STEP. SLOPE Y" FLASHING 2 2 2 COPPER FLASHING 1X4 T&G CEDAR CEILINGSING, ALIGN (3) 2X8 HEADER _ING - I I I ~ PER i'-0" - DER - a OW CASING HEAD CASING CONT. Y4X CEDAR TRIM a - 1X CEDAR SOFFIT o a ° 4 r_BEN CEDAR SHINGLES WHITE CEDAR SHINGLES CELLULOSE IN OBDYKE RAIN SCREEN OVER DOOR T=_ CRUSHED N ° 0 SEWRAP ~X4 CEDAR CASING I EDGE OF POST / O o a EL BENJAMIN OBDYKE RAIN SCR EEN 5/4X CEDAR STOP BROSCO 08770 EARTH SING W/ RABBET TM HOUSEWRAP SCREEN STOCK EARTH F-M 7 4" REINFORCED CONC. SLAB ON GRAVEL -r-III _ z p/~ L~ 10" 1 CONIC FILLED D FOUNDATION DETAIL @ EAST PORCH CORC l ~ SONO-NBE BROSCO B8770 SCALE: 1 1/2" = V-0" - - SCREEN STOCK M F DETAIL @ PORCH DOOR C DETAIL @ PORCH WINDOW 10 DEG BEVEL SCALE: 1 1/2' = 1'-0" L SCALE: 1 1/2" = 1'-O" - 8 w MARIVIN - a- a 1 - BROSCO B8770 DOUBLEHUNG - WINDOW z x u SCREEN STOCK MARVN DOUBLE HUNG WINDOW - 1X SILL - AZEK SUBSILL AZM-9630 -5/0 CEDAR STOP 1X WINDOW SILL _ --AZEK SUBSILL AZM-9630 N 1X APRON 6 1X APRON / Ne' GYP. BD,- C W/ PLASTER SKIM COAT ~ WHITE CEDAR SHINGLES RABBET 5" TO WEATHER, W/ CABOTS BLEACHING OIL MOO PLYWOOD, BASECAP B-660 BENJAMIN OBDYKE RAIN SCREEN 1X WOOD FLOORING- AINSTRAPPING 6X6 P.T. POST, BEAM TO I TO 5 1X6 OOPIAR FRAME INTO SIDE OF POST AM 'OST _ Y4 CEDAR CASING 1X WOOD FLORING- _ ----IYVEK BUILDING WRAP COX PLYWOOD SUBFLOOR 1 i -TYVEK BUILDING WRAP (3) 2X8 P.T BEAIA F ----J¢° COX PLYWOOD 3EAM III I° COX PLYWOOD SUBFLOOR SHEATHING -COPPER DRIP EDGE FLASH TOPS OF BEAM IEAM -2STUDS ® 16" O.C IGER~ I \ l --CELLULOSE INSULATION f f f f `v _-MAHOGANY SILL, CONT. W/DOOR SILL JOIST HANGER I ~ -RADIUS= 6-2" ~N N N T.U. RN. SUBR. ~ I I Lv Y" CDX PLYWOOD Q FOA PAULA X4 WOOD DECKING - s -TYVEK HOUSEWRAP p ALL RI JOISTS TYP - ~ BLIND NAILED IPE OR MAHOGANY I FO INSULA I RAINSLICKER BY W - Y" GAP ALL OISTS~ ttP _ BENJAMIN OBDYKE 11-11 11 11 1X8 AZEK TRIM _ 2X BLOCKING FOR Y" COX N 1PLYWOOD & SHINGLES N 9 1 i 2° Al FLOOR J ISTS 16.\16.C. L.C.C. FLASHING 9 BLOCKING 1 2" FLOOR OISTS 16 O.C. I I (n SIMPSON STRONG TI - - " - _ _ _ = 2X8 PT JOIST ®16' O.C. ABE66 POST E OE 1X8 AZEK TRIM I v ~ VISE e ~Q STONE STEP. SLOPE Y" 1X AZEK BLOCKING 2X70 P.T. SILL-- . • PRESSURE TREATED LEDGER BOLTED TO RIM JOIST A PER 1'-0" ad11 = AZM-47 MOLDING 10" DA CONC.- )NC.- II 2X10 P.T. SILL - 1X AZEK TRIM LC.C. FLASHING - TECRMITE SHIELD FLASHING FILLED SONG-TUBE TERMITE UBE II L.C C. FLASHING TERMITE SHIELD q LC C (LASHING 1O1i" PRE-CAST CONIC FIND WALL PANEL O BY "SUPERIOR WALL". STRICTLY ADHERE TO ° p ° s {Is~Gi - - - PARGING 6' CRUSHED STONE MNFTR'S INSTALLATION RECOMMENDATIONS. 11_ o , a a a a ( i I REFER TO SHOP DRAWINGS y - _ I 70144" PRE-CAST CONC. FND. WALL PANEL 1QW, 1 QY4 - Elf- p Up I BY 'SUPERIOR WALL". STRICTLY ADHERE TO - ° MNFTR'S. INSTALIATION RECOMMENDATIONS. REFER TO SHOP DRAWINGS 4' RET)p - - _ B ON GRAVEL III I I II _ _-=Iii = II ~ o _2" XPS RIGID INSULATION I I -I 4" REINFORCED GONG. SLAB I I - -2 XPS RIGID 1__ TION- DAMP. PROOFING 4' REINFORCED CONC. SLAB - 1 ~ J~- o " I- -I z I ~-DAMP. PROOFING O II 6 MIL POLY VAPOR BARRIER 6' CRUSHED STONE ~ II 6 MIL. POLY VAPOR BARRIER 6" CRUSHED STONE - _ Q 2" XPS RIGID INSULATION ~C ~FTG. DRAIN AROUND PERIMETER W/ 110 PVC FTG DRAIN AROUND PERIMETER W/ J X O _ FILTERi FABRIC_AROUNDi DRAIN TO DAYLIGHT 2" XPS RIGID INSULATION II FILTER FABRIC (AROUND. DRAIN TO DAYLIGHT z _ 11 Q II i", ° a---- s o' o LL-J 6 c Li c:) v o o 0 a ° o QT a o a a a o ° p ^ ` `\\Ll a A FOUNDATION DETAIL @ PORCHES FOUNDATION DETAIL DETAIL @ WEST PORCH C TYP. FOUNDATION DETAIL SCALE: 1 1/2" = 1'-O" B SCALE: 1 1/2° = 1•-D° SCALE: 1 1/2' = 1'-0" P:\4]OB-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. \ ) 2 ALASKAN YELLOW ROOF ) 2 12 BENJAMIN OBDYKE SHINGLES, 5" T W. CEDAR BREATHER BENJAMIN OBDYKE F 15# BLDG. FELT CEDAR BREATHER ?yl / 15# BLDG FELT - COX PLYWOOD _ CDX PLYWOOD ~W/NC ICE WATER SHIELD, /1 x y / 0 i76,y,,~ ' SHEATHING 4 1F0 - SHEATHING 3' STRIP AT EAVE 1 2 ALASKAN YELLOW ROOF Q U y[• ICE & WATER SHIELD, - TRIPLE STARTER COURSE / SHINGLES, 5' T.W. a 3' STRIP AT EAVE 7 710 ~ Q BENJAMIN OBDYKE O ~ a 1 - TRIPLE STARTER COURSE DRIP COATED 2" XPS RIGID A LEAD COATED COPPER / CEDAR BREATHER DRIP EDGE i 15# BLDG. FELT h-y - - LEAD COATED COPPER INSULATION DRIP EDGE CELLULOSE AZEK AZM-47 - AZEK AZM-47 C I COX PLYWOOD C I SHEATHING INSULATION, - 1X6 CEDAR FASCIA CELLULOSE -1X CEDAR FASCIA ICE & WATER SHIELD, R-38 MIN. i ` 1X CEDAR SOFFIT IRS-38 ULATIONMIN. -1X T&G CEDAR SOFFIT y_, A \ 3' STRIP AT EAVE - BLOCKING - 1X FRIEZE TRIPLE STARTER COURSE 1X CEDAR FRIEZE ~X CASING 1 _ '4X4 CEDAR CASING MARVIN WINDOW I MARVIN WINDOW CELLULOSE ~ \ \ LEAD COATED COPPER _ •ya 44' - DRIP EDGE INSULATION, _ R-38 MIN. \ AZEK AZM-47 a Y~ 3/4' PLYWOOD DESK - - 1X6 CEDAR FASCIA °>e o TOP IN OFFICE \ \ 1X CEDAR SOFFIT ,..•`ag~.•~ AZEK SUBSILL AZM-9630 BLOCKING •a ~„w LEAD COATED IX FRIEZE COPPER FLASHING %X CASING - ICE & WATER SHIELD FOLDED ` - MARVIN WINDOW UP TO ROUGH SILL T AZEK SUBSILL AZM-9630 ~1RAKE SECTION , 12 1RAKE © WEST DORMER - - LEAD COATED SCALE: 1 1/2" = 1'-0•' 1 COPPER FLASHING 1 11 ~4.5 SCALE 1 1/2" = 1'-0" AZEK SUBSILL AZM-9630 12 I ~ I / v o~~NG _ RAT Alm - 12" ICE& WATER LEAD COATED COPPER FLASHING I SHIELD \ - LEAD COATED JI COPPER DRIP EDGE 1> FI -ST DORMER 1X CEDAR RAKE B SGAE E /2" WEST DORP -0" - 1X4 CEDAR RAKE ° BLOCKING ~I Q A EAVE @ ENTRY DORMERS SCALE: 1 1/2" = 1'-0" ALASKAN YELLOW ROOF K RAKE @ GAMBREL END C EAVE @ EAST C EAST DORMERS 0 z SHINGLES, 5" T.W. SCALE: 1 1/2" = 1'-0" SCALE. 1 1/2" = 1'-0' V-0. 1.4 / BENJAMIN OBDYKE / CEDAR BREATHER ALASKAN YELLOW ROOF j ALASKAN YELLOW ROOF _ / - 15# BLDG. FELT / SHINGLES, 5" T.W. SHINGLES, 5" T.W. f ' ® 12 / BENJAMIN E X - - BENJAMIN OBDYKE 4.5 ~ ~ cox PLYWOOD SHEATHING CEDAR BREATHER X CEDAR BREATHER ICE T WATER SHIELD, 12 - 15# BLDG. FELT 2 - 15# BLDG FELT WF~i 12 / _ ' COX PLYWOOD Fyn BLOC NG 3' STRIP AT EAVE - ® 4.5 / SHEA HINGLYWOOD ~4.5 _ TRIPLE STARTER COURSE ~4.5~ /y SHEATHING III~~~~III T/'X LEAD COATED COPPER ICE & WATER SHIELD, TRIPLET ~ ICE & WATER SHIELD, 1 1•_qs~• DRIP EDGE - ---,k 5" HALF ROUND 8L00 ING L BI. C ING 3' STRIP AT SAVE F+i - COPPER GUTFER STARTER COURSE OC-V - TRIPLE STARTER COURSE - LEAD COATED COPPER COPPER ~f L I w 1 _4 DRIP EDGE I _-LEAD COATED COPPER ROUND 1•_45/8 DRIP EDGE -1X CEDAR FASCIA .'h x - _ \ ( COPPER GUTTER ~ - - - - ?`b~'k 5" HALF ROUND _f COPPER CUTTER --i% T&G CEDAR SOFFIT ~ (3) 2X4 HEADER- BLOCKING 2 L CELLULOSE -j 1 11 I ~ ~ ~ --1X CEDAR FRIEZE IX CEDAR FASCIA INSULATION, 1rI )/4 CASING 1X4 T&G CEDAR CEILING R-38 MIN. 1X T&G CEDAR SOFFIT 1X4 T&G CEDAR CEILING III I ~1 1X CEDAR FASCIA BENJAMIN OBDYKE RAIN SCREEN (3) DAR / II I l l (3) 2 HEADER A / (3) 2X8 HEADER ~ CUSTOM CFnAR cnvF iX T&G CEDAR SOFFIT L UVDIUM ULUM UM MOLDING V MARVIN WINDOW 2X6 CLG JOISTS ® 16" O.C. 2" CUSTOM COVE CEDAR MOLDING I I Y4X CEDAR TRIM N N ^ o, 12 I EAVE @ LIBRARY =f CEDAR \ \ ~ iX CEDAR SOFFIT w SCALE: 1 1/2" = 1'-0" V 1X CEDAR SOFFIT 12 D EAVE @ EAST MUDRM TR 1`X DAR TRIM ~ SCALE: 7 1/2" = 1'-0" Q CEDAR POST CASING C:) I 6X6 POST w E EAVE @ WEST F c WEST PORCH 108 N _ SCALE 1 1/2" = 1'-O" U O VI d Q Q - - EDGE OF 2X8 PRIOR O ~ / - ALASKAN YELLOW ROOF TO SHAPING ALASKAN YELLOW ROOF SHINGLES, 5° T.W SHINGLES, 5" T.W. BENJAMIN OBDYKE _ - 2X8 RAFTER FIN CUT CEDAR BREATHER - TO SHAPE. TEMPLATE 46 12 PROVIDED A,RkT. _ BENJAMIN OBDYKE ~ CEDAR BREATHER ATHER 2 , 12 15~f BLDG. FELT 2- -RADIUS = 8' 8'-0" ®I6" 6 _ 15$ BLDG FELT CDX PLYWOOD / ALASKAN YELLOW CEDAR - V COX PLYWOOD 2~~R SHEATHING ROOF SHINGLES, 5" T.W. 4 SHEATHING C< Z~ ICE & WATER SHIELD, A-~ - - ~ ICE & WATER SHIELD, ICE & WATER SHIELD, 6' STRIP AT EAVE ' 3'-0" 6' STRIP AT EAVE - - - - - TRIPLE STARTER COURSE 6' STRIP AT EAVE 3'-0" _ TRIPLE STARTER COURSE - -------------e 0 TRIPLE STARTER COURSE LEAD COATED COPPER m 2'-0" _ LEAD COATED COPPER 2X4 RAFTER LEAD COATED COPPER 20 FRAMII DRIP EDGE 20 FRAMING DRIP EDGE I 7X4 CEDAR - DRIP EDGE 2 2 L 2" CUSTOM CEDAR COVE I I L 2X6 CLG JOISTS 0 16" O.C. - - 2" CUSTOM CEDAR COVE MOLDING 1 2" CUSTOM 2" CUSTOM CEDAR COVE MOLDING N BLOCKING - 1X CEDAR FASCIA \ :OVE \ - 1X CEDAR FASCIA C/-) I i \ \ M BLOCKING L GUTTER \ -BLOCKING 1X CEDAR FRIEZE Ll \ 1X CEDAR 1X CEDAR FRIEZE 2" CUSTOM CEDAR COVE - V4X4 CEDAR CASING 1X CEDAR FASCIA WHITE CEDA --1X4 T&G CEDAR SOFFIT MOLDING WHITE CEDAR SHINGLES / BLOCKING IX T&G CEDAR SOFFIT W Q \ BENJAMIN OBDYKE RAIN SCREEN 1X4 T&G CEDAR SOFFIT R5" TO LEACHINGT 5" TO WEATHER, W/ CABOTS - 1X CEDAR FRIEZE TYVEK HOUSEWRAP BLEACHING OIL BLOCKING - J¢" COX PLYWOOD Q W 6 C ~ - / - BENJAMIN OBDYKE \ SHEATHING W ~ v 5/0 CASING BENJAMIN RAINSCR0 RAINSCREEN \--TRIPLE STARTER COURSE MARVIN WINDOWS 1~--TYVEK BUIL TYVEK BUILDING WRAP RSE M IX CEDAR X" CDX PL CEDAR SHINGLES CDX PLYWOOD c ? \ SHEATHING SHEATHING 5" TO WEATHER CELLULOSE CELLULOSE INSULATION F EAVE @ BEDRM WINGS G EAVE (TYP) @ GAMBREL H SCALE: @ ENTRY I SCALE 1 1/2" = 1'-O" ENTRY PORCH 116 SCALE. 1 1/2" = 1'-0" I I SCALE: 1 1/2" = 1'-0" s\Drawings\current\det-ext 4.2, 4.3.dwg, 1/16/2012 12:30:36 PM 3J¢" CORBEL, 3" BLUESTONE CAP L EACH COURSE 4.4 4.4 CONCRETE WASH- E I I - 1" PROJECTION E EXTERIOR FINISH BRICK-- I I EACHOCOURSE I I 4._8.. I I I e E 1" PROJECTION ~i o• ~ . d O U ti + $-8" - _1 N - - - - - - - - - - - - - - - - - 1w- I ~ I I I I ® ® ~ 1 I I < I I I I m 3" BLUESTONE CAP I I ~ I - ' CONCRETE WASH LEAD COATED COPPER STEP I I I I e 3 X m ASHING& COUNTER FLASHING 4.4 CONCRETE WASH ~ 7" FLUE iv COPPER RIDGE CAP I I m I I.NI - _ D 1 I I I _ LEAD COATED COPPER - - f 1 I I J I I I STEP FLASHING & ® BLUESTONE CAP ABOVE COUNTER FLASHING ® ® - PLAN E ------r--------- - I BLUESTONE CAP ABOVE L SCALE: 1/2" 1'-O° EMRIOR FINISH BRICK = PLAN E --EXTERIOR FINISH BRICK _ I ~ SCALE: 1/2" = l'-O" - - I I I I 4'-8" I I EDGE OF GAMBREL ROOF SEE DETAIL _ p i'•J• b R ~ aa04 I f I 4'-8" CRICKET - RIDGE BELOW ROOF EDGE BELOW I I I I RIDG _ 4.4 1~ 'p7 0 p' I I ~ I -k D 0 I I I I I I I I I I I - 3" X f--VOILER io FLUE IZE: ro - 7 1¢" FLUE SLUE I I I N I I I I 13 X 13 1 I I I I I I I I 5 U~ I I I I I I I I ~ PLAN D - I SCALE: 1/2" = 1'-0" EXTERIOR BRICK FINISH I CHIMNEY FLUE PLAN D 1 I ; I I BOILER FLUE EXTERIOR BRICK FINISH 1= I SCALE: 1/2" = 1'-0" - I EDGE OF MASONRY I I I I I I / A4.4 I I I I I I I I ~ / G I I I I I I I I I I N EXTERIOR WALL ! ! I I I I I a 8" .y I i I j ---L~ COPPER RIDGE CAP 8X18 CMU BLOCK FINISH CHIMNEY ABOVE _ I I I I i I 1 131 X CYOILE 2 m 8X16 CMU BLOCK 7 ° FLUE LUE I I I I I I I , ,i FLUE IZP I I ; I I I I I I I I ~ 13 x t3 I I I I I I I I I IN I I I I i I ' I FIREPROOF INSULATED I I I I I I I ~ I I w BLOCKING I I FINISH STONE 44 PLAN C PLAN C C SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-O" I I I ~I I~ ~ I I I I I I li x ROOF RIDGE i - 1 I FINISH STONE T.B.D. I I I FLUE SIZE CALCULATIONS -%I---------~ I FLUE SIZE CALCULATIONS I mf AREA: 1512 IN^2. 10.5 SF - AREA: 960 IN°2. 6.7 SF i~ FLUE SIZE: 13 X 17.5 RUE SIZE: 13 X 13 l 4'-fiVt" - - ) I / / \ - _ UPPER CHIMNEY STEPS BACK r 4' 0 ABOVE MANTLE - CMU FILL / \ CABINET / - wnnn e ° - _ - jilz STORAGE L_J _ - N BELLA CUCINA T - I < I - FIR+ II j ORIW 25% 185' ; //i/ - I -4 ' w LJ a i ~-C-7 = STONE HEARTH 3 2 FINISH STONE 4.4 i- - 4- Y A44' L l0 43'-6- 2X NAILER FIREBRICK ( w , CMU FILL FINISH STONE FI (2) 9 1/2' LVL'S, I INSERT FLOOR FIREBRICK SEE STRUCTURAL "Ti M 81 O_ M . a I. I: PLAN B HEARTH PLAN B CANTILEVERED SLAB SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1'-0" I I I I I I I I I a'- 4.4 I I ~ e I I I I I ~ A I I I I I I I I I I I I I I I a.a A - - - - I I I BOILER pI_ I I I L------ - Bg - - - - - - - - - O I 1 I I C PORCH CHIMNEY ELEVATION /ATION F PORCH CHIMNEY SECTION I I I I I SCALE. 1/2" = 1'-0" C I SCALE: 1/2" = 1'-0° loc\ I I II I I I I I s'-o' I EXTERIOR BRICK W (n LEAD COATED COPPER z J THROUGH FLASHING k I FOOTING P LA COUNTER FLASHING Q L . - r I - - - - - J -OUTLINE OF SCALE: 1/2" = 1'-0" CMU BLOCK = w BLOCKING PLAN A HEARTH ABOVE 14 L--------- PORCH CHIMNEY PLANS COPPER RIDGE CAP U SCALE- 1/2" = 1'-O" SCALE: 1/2" A LIV. RM. CHIMNEY PLANS B SCALE; RM. CHIMNEY SECTION C LIV. RM. CHIMNE CHIMNEY SECTION/ELEV / 2X10 RIDGE SCALE: 1/2" = 1'-0" U SCALE: 1/2" = 1'-0" SCALE: 1/2'= 1'-0" L PLATE ',~I G PORCH CHIMNEY DETAIL SCALE: 1/2" 1'-0" y~ 2s S%" R.O. GENERAL WINDOW NOTES, E" 0 3'-23/g" R.O. - ~ . - - 2'-5" R.O. WINDOW SCHEDULE U 2'-83/s" R 0. 3,_6„ R.O. 1) BEFORE ORDERING ANY MATERIALS OR GOING W ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE Q x g - - Fj MANUFACTURER TYPE MODEL No. ROUGH FRAME SIZE ADDITIONAL NOTES: OPENING DETAILS cSf RESPONSIBLE FOR THEIR CORRECTNESS. ANY U z DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION O I TYPE WIDTH HEIGHT WIDTH HEIGHT HARDWARE SHOP DRAWING RED DRAWING REVIEW OF WINDOWS BEFORE PROCEEDING WITH THE WORK. F o i o FINISH REQUIRED IRED U 2) SEE WINDOW ELEVATIONS FOR MUNTIN QT 3 A MARVIN CLAD ULTIMATE IZ3-CUCA2848 2'-5" 3'-11%" 2'-4" 3'-11Y" ORB STORM PLUS CASEMENT N PLUS PATTERN. B MARVIN CLAD ULTIMATE IZ3-CUDH3228 3'-2-6" 5'-4%" 3'-176" 5'-4%" ORB STORM PLUS A PLUS 3) CASEMENT WINDOWS: SEE ELEVATION FOR DOUBLE HUNG HANDING C MARVIN CLAD ULTIMATE IZ3-CUDH3632 3'-676" 6'-0%" 3'-5%" 6'-0%" ORB STORM PLUS DOUBLE HUNG A PLUS 4) PROVIDE TEMPERED GLASS AS REQUIRED BY •••y, i LOCAL CODES. N04 D MARVIN CLAD ULTIMATE IZ3-CUDH2632 2'-836" 6'-076" 2'-776" 6'-CI%' ORB STORM PLUS DOUBLE HUNG A PLUS 5) PROVIDE ARCHITECT SHOP DRAWING FOR 7a m I II ~ E MARVIN CLAD ULTIMATE IZ3-CUDH3630 3'-636" 5'-87,6" 3'-536" 5'-836" ORB STORM PLUS. 6 DOUBLE HUNG A PLUS. 6 OVER 6 REVIEW 2 m -i 6) ALL WINDOWS TO COMPLY WITH y~~ ?f o IZ3-CUCA2848 IZ3-CUDH3228 IZ3-CUDH3632 IZ3-CUDH2632 IZ3-CUDH3630 UDH3630 F MARVIN CLAD ULTIMATE IZ3-CUAWN4836 4'-1" 2'-11%" 4'-0" 2'-1116" ORB STORM PLUS %~d '+r IMPACT ZONE 3 RATINGS AWNING A PLUS •.y * N\~Eas . WINDOW OPTIONS: O O O O O G MARVIN CLAD ULTIMATE IZ3-CUDH2824 2'-1036" 4'-8%" 2'-936" 4'-836" ORB STORM PLUS A PLUS 1) SCREEN - HALF SCREENS, PEBBLE GRAY COPPER FLASHING FOR VARIES DOUBLE HUNG VARIES- VARIES „ FOR DH'S, WOOD FOR CASEMENTS/AWNINGS 2'-10%" R.O. SHUTTERS ON THE GABLE ENDS--,, CLAD ULTIMATE q H MARVIN CASEMENT IZ3-CUCA3248 2'-9" 3'-11$[ /e" 2'-8" 3'-1 L9" ORB STORM PLUS A PLUS 2) HARDWARE - SASH LOCKS - OIL RUBBED BRONZE SASH UFTS - PHELPS LF23, O-R-B, J MARVIN CLAD ULTIMATE IZ3-CUAWN4024 3'-5" 1'-11/a" 3'-4" 1'-11)6" ORB STORM PLUS AWNING A PLUS 2 PER SASH CASEMENT CRANK - TRADITIONAL, O-R-B /•~J 4'-1" R.0 j 0 K ANDERSEN VINYL AWNING 2813 2'-8Y4" 1'-335" BASEMENT WINDOW RENT WINDOW 3) MUNTINS - ?/f SOL w 0 3'-5" R.O. w 0 BARN 4) INTERIOR - PRIMED 5) GLASS - LOW-E, ARGON FILLED (MARVIN) ~-I 0 CELLAR SASH SSB, L BROSCO 4-LIGHT SQUARE 9X13 GLASS 2'-0" 2'-8" 1'-9 36" 2'-5 Y4" al 6) EXTERIOR CLAD - PEBBLE GRAY Zj N EL A ON OF BARN SASH SSB, M BROSCO EL A ON OF 6/1 LIGHT 1OX14 GLASS 3'-0" 5'-5" 2'-9 5'-1 EL A ON 0 7) EXTERIOR CASINGS d< SUBSILLS I 0 ED PO ITI N 0 ED PO ITI N LO ED PO ITI N ~ ~ tl N CUSTOM 12-LIGHT S-4" 5'-4" 8) JANE EXTENSION IZ3-CUAWN4836 IZ3-CUDH2824 IZ3-CUCA3248 IZ3-CUAWN4024 SHUTTER TYPE A: X I 'R TYPE A: X CEDAR SHUTTER TYPE B: Y4 X CEDAR P BROSCO BARN SASH SSB, 9X12 GLASS 2'-9" 5'-1" 2'-6 36" 4'-9" CONSTRUCTION. HARDWARI DICTION. HARDWARE: USE CONSTRUCTION. HARDWARE: USE 6/1 LIGHT _S WITH STRAP HINGES. PINTELS WITH STRAP HINGES USSHOOK AND EYE BRASS HOOK AND EYE O ra^^ O O O O PINTBRAS HE o STAND RAP HY TIE-BACKS TIE-BACKS HP 4 3'-0" R.0 Y-4" WINDOW SCHEDULE C)4~ icy 2-9" R.O.- A5WA, A SCALE: 1/2" _ -O" N w Z 2'-0" R.O ° - - - ~ ~ of i - m I .n ' I m ~ w i i a _ I N BROSCO SSB, CELLAR SASH BROSCO SSB, n LIGHT CUSTOM BROSCO SSB, 9f LIGHT FOUR LIGHT SQUARE 1OX14 GLASS 9X12 GLASS 9X13 GLASS _N O O O O n rn \\O W \ yJ Q LLJ 5S N Lj Z O U li 2 Q 4 O ~ y, A m O } S n ~ V W n~ U 1 P:\4]OB-CUR\Harris\Drawings\plot\A7.0.dwg, 1/16/2012 1:37:38 PM DOOR SCHEDULE E W z$ NO, MANUFACTURER MODEL NUMBER STYLE ROUGH OPENING DOOR SIZE ADDITIONAL DET DDITIONAL DETAILS GENERAL NOTES: o 102: 2'-D' 5'-0 _ WIDTH HEIGHT THICKNESS 7M6 WW JAMB HARDWARE Q >v w VARIES 3'-0" 109: 3'-0" THICKNESS SE - - _ _ - - - - -1 001 JELDWEN SMOOTH-PRO FIBERGLASS FLUSH DOOR 3-27 6'-10h' 3'-0" 6'-8" 1 3/4" B HICKNESS SET SHOP DRAWING REVIEW OF DOORS REQUIRED B U z 101 CUSTOM - EXTERIOR DOOR 3'-?1¢" 7'-2J¢" 3'-2" 70" 1-3/4' q A z 6 101A CUSTOM SCREEN DOOR 1/4^ o v 102 SIMPSON F-944 EXTERIOR DOOR 2'-I(j 6'-1% 2'-8" 6'-8' 1-3/4' C C 3 102A CUSTOM - SCREEN DOOR 1-1/4° 103 MARVIN IZ3-WUIFD5070-XXL EXTERIOR FRENCH DR 5'-1%, 7'-212" 5'-0" 7'-0" 1-3/4" D 103A CUSTOM SCREEN DOOR 1-1/4' D MUNTINS: W SDL. INTERIOR/EXTERIOR PRE-PRIMED LOW-E GLASS W/ARGON I III 104 MARVIN IZ3-WUIFD5070-XXR EXTERIOR FRENCH DR 5'-136" 7'-2)2" 7'-0" 1-3/4" D D MUNTINS: SDL INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGON ~~,;•i •••.,~'~i 0 - - - -T y 105 CUSTOM SCREEN DOOR - - 3'-0" 7'-0" 1-1/4' •i~tryE, ~ •to y - ~ 0 106 MARJIN IZ3-WUIFD5070-XXR EXTERIOR FRENCH DR 5'-136 7--212' 51-0" 7'-0" 1-3/4' D D MUNTINS: SDL. INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGON - -11 I - - - 107 CUSTOM - SCREEN DOOR - - 3'-0" 7'-0" 1_1/4^ N • ~J mil'! O" - J 108 MANN IZ3-WUIFD5070-XXR EXTERIOR FRENCH DR 5'-136" T-112" 5'-0' 7'-0" 1-3/4' p D MUNTINS: /e' SDL. INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGON U"\`~;` 109 SIMPSON F-944 EXTERIOR DOOR 3'-2X' 6'-1N2° 3'-0' 1-3/4" B B - CUSTOM 109A C SCREEN DOOR 1 _ 1/4 ^ TRUSTILE TS5000 SIMPSON F-418 SIMPSON F-944 MARVIN WUIF05070 110 TRUS7ILE T55000 5-PANEL DOOR 2-8 6'-10 J2" 2'-6" 6'-8' 1-3/8" F F 111 TRUSTILE T55000 5-PANEL DOOR 2'-812' 6'-10 )2" 2'-6" 6'-8' 1-3/8' E E F^-'I 112 TRUSTLE TS5000 5-PANEL POCKET DOOR 2'-8 Y' 6'-1012" 2'-6" 6'-8" 1-3/8' H H L r, 113 TRUSTILE TS5000 5-PANEL DOOR 2'-10 J2° 6'-1012" 2'-8° 6'-8' i-3/8" E E h^'I 114 TRUSTILE TS5000 5-PANEL DOOR, PAIR 5'-212' 6'-1012" 5'-0" 6'-8" 1-3/8" D 115 TRUSTILE T55000 5-PANEL DOOR 2'-1012° 6'-10 Y2" 2'-8" 6'-8' 1-3/8' E G E T~ 116 TRUSTILE TS5000 5-PANEL DOOR 2'-101¢' 6'-10 h" 2'-8• 6'-8• 1-3/8" F 117 TRUSTILE TS5000 5-PANEL DOOR 2'-812' 710 YZ' 2'-6" 6'-8' 1-3/8" 0 o- - 118 TRUSTILE TS5000 5-PANEL DOOR 2'-8 6'-10 J2' 2'-6" 61-8" 1-318' p G G Z 119 TRUSTILE TS5000 5-PANEL POCKET DOOR 3'-2 6'-1012" 3'-0' 6'-8' 1-318' ry H 120 TRUSTILE TS5D00 5-PANEL POCKET DOOR 3'-2 /z• 6'-1012" 3'-0" 6'-8" 1-3/8' H 121 CASED OPENING 5'-212" 7'-412' 5'-0' 7'-2' - H ^ E FF 122 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Yt' I 1012' 2'-6" 6'-8• 1-3/8' E 123 TRUSTILE TS5000 5-PANEL DOOR 2'-812• 6'-1012^ 2'-6" 6'-8' 1-3/8' E 124 TRUSTILE TS5000 5-PANEL DOOR -8 )1- 67-10 YC 2'-6" 6'-8" 1-318" F E O F F~ co 125 TRUSTILE TS5000 5-PANEL DOOR 3'-212" 6'-1012" 3'_0• 6'-8" 1_318" E E I"I _ 126 CASED OPENING 2'-10 12• 6'-10 1¢" 2'-8° 6'-8" I~ iC l 0 127 TRUSTILE TS5000 5-PANEL DOOR, PAIR 4'-212" 6'-1012' 4'-0" 6'_8^ 1-3/8" G G 128 TRUSTILE TS5000 5-PANEL POCKET DOOR 3'-2 6'-10 Y2* 3'-0" 6'-8" 1-3/8" H 129 TRUSTILE TS5000 5-PANEL DOOR 2'-1012" 6'-1012' 2'-8" 6'-8" 1-3/8" E 130 TRUSTILE TS5000 5-PANEL DOOR, PAIR 3'-3" 6'-8' 1-3/8" G H W E G PROVIDE DRS ONLY, NO FRAME. INSTALLED BY CAB'T MAKER 131 IRUSTIIE iS5000 5-PANEL DOOR 2'-812^ 6'-1012' 2'-6" 6'-8" 1-318 F F 1.1 132 TRUSTILE TS5000 5-PANEL POCKET DOOR 2'-10 )2' 6'-10 /y" 2'-8' 6'-8' 1-3/8" H 133 CASED OPENING 2'-10 12' 6'-10 2'-8" 61-8' - H ~ r 134 TRUSTILE TS5000 5-PANEL DOOR 7-10 Yz' 6'-1012" 2'-8' 6'-8• 1-3/8° E E 135 TRUSTILE TS5000 5-PANEL DOOR, PAIR 3'-3" 6'-8" 1-3/8' G CUSTOM DOORS & TRANSOM WITH WORKING CUSTOM WORKING CUSTOM SHUTTERS 136 TRUSTILE TS5000 5-PANEL DOOR 2'-8 )2' 6'-1012' 2'-6' 6'-8' 1-3/8° F G PROVIDE DRS ONLY, NO FRAME. INSTALLED BY CAB'T MAKER F 137 JELDWEN SMOOTH-PRO FIBERGLASS FLUSH DOOR 3'-212' 6'-1W 3'-0' 6'-8" 1 3/4" 8 B BASEMENT DOOR 2ND FLOOR _ F 201 TRUSTILE TS5000 5-PANEL DOOR 2'-8 6'-1012' 2'-6" 6'-8" 1-3/8' F 202 7RUSTILE T55000 5-PANEL DOOR. PAIR d'_e u• e'_m _:m• _ vil V Oa/~ G V 203 TRUSTILE TS5000 5-PANEL DOOR 6'-10 Yt' 2'-0" 6'-8" 1-3/8' G G 204 TRUSTLE TS5000 5-PANEL DOOR 2'-e 1¢" 6'-10 2'-6' 6'-8" 1-3/8" F 205 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Xe" 6'-10 Ne' 2'-6" W-8" 1-3/8" G F Q G o 206 TRUSDLE TS5000 5-PANEL DOOR 2'-8 J¢" 6'-10 )f" 2'-6" 6'-8" 1-3/8' G G w 207 CUSTOM FLUSH DOOR 2'-2 5'-2 1¢" 2'-0" 5'-0" 1-3/8" G N 208 TRUSTILE TS5000 5-PANEL DOOR 2'-8 /z" 6'-10 1-3/8' F G z E a 209 TRUSTILE TS5000 5-PANEL DOOR, PAIR 5'-2 5'-0' 6'-8" 1-3/8" G G ~ 210 TRUSSL.E TS500p 5-PANEL DOOR 2'-8 6'-10 1/t" 2'-6" 6'-8" 1-3/8" F F BARN 301 CUSTOM SUDING DOORS, PAIR 9'-6° 8'-0' 2-1/4° 302 CUSTOM INSWING DOORS, PAIR 8'-0' 8'-0" 2-1/4- e~ CUSTOM TRANSOM ABOVE. DOOR AND TRANSOM SINGLE GLAZED. tai 303 SIMPSON F-418 EXTERIOR DOOR 3'-2Xt' 6'-1OVi" 3'-0' 6'-8' 1-3/4' II01 r5. 1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDIN CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCE THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR 2. PROVIDE EXTENDED STRIKER UP FOR DOORS WITH LARGER CASINGS, TYP. FOR EXTERIOR DOORS IEFORE PROCEEDING WITH THE WORK. 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 EW 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'-( DOORS 7'-O" w 6. KEY ALL EXTERIOR DOORS ALIKE 7. EXTERIOR ENTRY LOCKSETS - MERIT MORTISE LOCKSETS J ~ o LI.J I V / N O C P:\43OB-CUR\Harris\Drawings\Plot\A7.0.dwg, 1/16/2012 3:26:41 PM W ~ Q x z U x F l-_ it np~`,,,r , dp/ ,~y .2`'1.4.Ft~~ titi.~o• u Sa ~ N\?. CSC +~m _ ~ ~p r s ' O ,,~~~bW ~\v ash n I ~ I I ~ it V1 I~ F-~ it Ir i ` ' ~ . I Iy TF II 0I F I' 1 -i i I L l i J O a I _L_ - - - - - - -L L - - - co III_ IIII - - - - i r `II, ~ U7 ~I J ~I W BOILER ll 11 I _ +~-k-- ------i-Q-$- - =i-~- Ir II I tj-I= - ~ L- ! - - i i - L ~ i I I Ir~I~ -I i x -I ~ - - ; II ~ I I ~ ~ ~ ~ II I i~~~ ~ ~ ~ II II W D w ~ ~i_ ELEC M ELEC ANEL ~ - ~ 0 0 1 _LZ 2 ¢ £ F] Q ~ TO SWITCH ABOVE UP ELECTRICAL SYMBOLS - SYMBOL DEFINITION ` - - - - - SWITCH DUPLEX RECEPTACLE 01 EX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) Q THREE WAY SWITCH 0D WATERPRO DUPLEX REOCFEPTACLE 01 EX RECEPTACLE OUTLET ' 7L~+ RPROOF O CEILING FIXTURE (RECESSED) FOUR WAY SWITCH (~0 DUPLEX RECEPTACLE 01 T RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL 7Tmc W/ GROUND FAULT IMI ROUND FAULT INTERCEPT CIRCUIT ® WASHER) J 0 - SWITCH W DIMMER Q / ~ QUADRUPLEX RECEPTAC RUPLEX RECEPTACLE OUTLET ~ WALL SCONCE - U II WATERPROOF SWITCH DUPLEX RECEPTACLE 01 Z ~ FULL SWITCHED SWITCHEDTACLE OUTLET UNDERCABINEi LIGHTING LL1 0z 4 JAMB ACTIVATED SWITCH m DUPLEX RECEPTACLE O1 _X RECEPTACLE OUTLET Tf HALF SWITCHED SWITCHED O FLUORESCENT FIXTURE W U ® DUPLEX SPECIAL PURPC X SPECIAL PURPOSE Q CEILING MOUNTED EXHAUST FAN W II RECEPTACLE OUTLET 'TACLE OUTLET X (LETTER REFERS TO TYPE) Q(~~ J U ® DUPLEX FLOOR OUTLET pq W [X FLOOR OUTLET ® SMOKE DETECTOR U ® QUADRUPLEX FLOOR OU DUPLEX FLOOR OUTLET CO CARBON MONOXIDE DETECTOR (WALL O MOUNTED) 1 TELEPHONE OUTLET, CAI HONE OUTLET, CAT-5 WIRE O HEAT DETECTOR COAXIAL CABLE JACK F( 4L CABLE JACK FOR A ` TELEVISION COMPUTER ISION COMPUTER Q THERMOSTAT ~ \`L) W P:\4108-CUR\Harris\Drawings\plot\E2.0.dwg, 1/6/2012 7:28:27 AM W ~k a Z U z F e li c 3 I ~ I 1 I (J I II 'I I I ~ i II ~ I II BEDROOM i 126 EA MASTER BEDROOM s ~ 101 I I HALL 103 i - - - - - - - T j - _ - W - - - . - BATHROO - ~T - - - I 102 SIT SITTI G RM, HRO I 1 4 [ _ 12_ - - - - - - - - - - - - - I - x PORCH HARRIS 108 LANTERN 104 ATTIC ACCESS J SCREENED r- PORCH 109 r 41~1 ~ C~ S ~ a w co ~r 1W v ~._q 7-M 30 B TH QOM =jo Y) ATric Access - 12~ p~ I H HALL T-7 HALL LAUNDRY W 1 1 122 ~7 x r I I ~ I I I ~ I I - I 7 t ~ _ ~ MUDROO _ 117 i KITCHEN [ eiceawA e I I L s 48,i BEDROOM ! LIBR R I - I I ~ 112 I lei - zP NTf 2Y I 107 IP CYURE LIG 11 l EF - - 118 R lt_ i I I -t I - l- I I I I ~ i~ Ilil i'~ ALARM KEY ~y BEDROOM LIV NNGG RMI PORCH, I If~7 11 11 Y 119 c) ILIA It ~O ~O M N L j o ti ~ I PICTURE LIGHT - - - 7 T R Q~ DW - Qw D60 I .o - - - - - - - - D. RM. - 0 LIGHT - - m ¢ 3 0 ABOVE SWITCH ABOVE ENT Y _ 114 TO ti I ~ 11 - LI-_ I TQ. LIGH I ABOVE I - _ 3y & u TO LIGHTS ELECTRICAL SYMBOLS i - OQ CLO ELOW _ - 115 T SE SYMBOL DEFINITION Z AARM KEYPAD SWITCH DUPLEX RECEPTAC DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) Q 0D DUPLEX RECEPTAC DUPLEX RECEPTACLE OUTLET CEILING FIXTURE WATERPROOF O (RECESSED) ENTRY THREE WAY SWITCH ~a 1Lw WATERPROOF I ~ PORCH FOUR WAY SWITCH DUPLEX RECEPTAC DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL W/ GROUND FAULT INTERCEPT CIRCUIT WASHER) ¢ o CENTRAL VAC. SYSTEM I _ 116 ~rrm W/ GROUND FAUL QUADRUPLEX RECEPTACLE OUTLET ko WALL SCONCE 11 J~Jn SWITCH W/DIMMER QUADRUPLEX RECE L - - - -vr WATERPROOF SWITCH DUPLEX RECEPTAC DUPLEX RECEPTACLE OUTLET ~ FULL SWITCHED FULL SWITCHED UNDERCABINET LIGHTING J - - DUPLEX RECEPTAC JAMB ACTIVATED SWITCH HALF SWITCHED DUPLEX RECEPTACLE OUTLET Li ~ HALF SWITCHED O FLUORESCENT FIXTURE ® DUPLEX SPECIAL I 7f RECEPTACLE OUTLJ DUPLEX SPECIAL PURPOSE 0 CEILING MOUNTED EXHAUST FAN F-- W RECEPTACLE OUTLET X (LETTER REFERS TO TYPE) -j .Ul ® DUPLEX FLOOR OL DUPLEX FLOOR OUTLET OS SMOKE DETECTOR W ® QUADRUPLEX FLOC QUADRUPLEX FLOOR OUTLET CO CARBON MONOXIDE DETECTOR (WALL TO DRIVEWAY/BARN MOUNTED) t TELEPHONE OUTLE TELEPHONE OUTLET, CAT-5 WIRE OH HEAT DETECTOR COAXIAL CABLE JA COAXIAL. CABLE JACK FOR ~T THERMOSTAT TELEVISION COMPL TELEVISION COMPUTER RECESSED PICTURI RECESSED PICTURE LIGHT OUTLET P:\43OB-CUR\Harris\Drawings\Plo[\E2.1.dwg, 1/5/2012 4:31:08 PM ~v w~ 3 ti N I i i I . h I i i = e; r I I x s '•oJ y`:'~ o . ~ PS ~ • ~H~VI I r ',~~11.11 uV L 11~N~ ? ? ? ? 11 E ? o 11(A1v~'l~ ; ; i i z i ~ Q I i L_ o I I ~ SITTI G RM. I I ~ - L_ 203 z I BEDROOM _ 2 2-1 0 ~ w I I ? BEDROOM B HRO ~ - 204 ~ - 201 III x - A7ICI AC'ESS X_ /i- HELVES SHELVES SHELVES 77,771 SHELVES LLJ Q `~rIEE- T v Q W 11 I ~ ' I I ~A - I- TO SWITCH `J M 0 SWITCH BELOW 0 LIGHTS W/ BELOW B ELECTRICAL SYMBOLS IF - SYMBOL DEFINITION ! SWITCH DUPLEX RECEPTACLE OUI RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) Q DUPLEX THREE WAY SWITCH 7Tw W ATERPROOFEPTACLE OF 'RRECEPTACLE OUTLET O CEILING FIXTURE (RECESSED) FOUR WAY SWITCH (F0 DUPLEX RECEPTACLE 061 RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL m W/ GROUND FAULT INTEF OUND FAULT INTERCEPT CIRCUIT ® WASHER) J re SWITCH W/DIMMER OUADRUPLEX RECEPTACLE 1PLEX RECEPTACLE OUTLET ~ WALL SCONCE O Q o C [ ] WATERPROOF SWITCH DUPLEX RECEPTACLE OU1 RECEPTACLE OUTLET UNDERCABINET LIGHTING 0 ~ w FULL SWITCHED WITCHED __J Q! 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LEDGER W/ N 0 \ 2 ROWS Yy""P TIMBERLOK LL CD Z 11 4 2z P T JO STS SCREWS 4"LONG @76"OC - - ~ - ~ SI PSO H NGE O N LU~ MA CO*TIN ~ cn Q u m 3-2x8 P L BEAM 0 d Z O ti Q O 4 Z G G 1 2 3 --/'0 12 ti U ~ W O I r I c4 x i INSTALL G NAILS AT EACH RAFTER 70 TAIL CONNECTION, TYPICAL w m Na Fy H 2x6 FASCIA BEAM TO SUPPORT Mr"l1 LL W v ~ 4 2-2x6 SISTEREO / 2x6 FASCIA BEAM TO V ~ CORNER, TYPICAL 2-2x6 SISTFRED EACH SIDE OF HIP SUPPORT CORNER, TYPICAL - ~ 2X6 RAF ER5616 OC' - - ~ - _ EAC~l O s O I h 1 PLYWOOD CONTINUOUS - 3- x4 OVER PAVE BEAM h - F- - ~ - 2X RAFTER 30 16 "OC ' - i - - X4 3-2 4 P ti 3 2 p,~ r x4 - -2X1 RATER @ 1 - - - - - u I I - - 2X1 RA TER 6@1 "OC - - - 2x8 EAVE BEAM v 1~T 6"OC 10 P-- ~ 0 BLOCKING - e X X W I N 11 _ _ N W ~ 4 ~ K L >a EAVE DETAIL N SCALE:'/,"=1'-0" SIM SON LS90 - - - - I `SAVE DE FRAM NG ANGLE ` - - - SIMPSON HANGER SIMFSON N N I T" i~~ FRAMING 4590 SIMPSON HANGER - - L FRAMING ANGLE ` I fi LUS28-3 ZMAX -_----`i- - - -__i=-_ LUS28-3 ZMAX lI FFJA -L ~Qr +V 'V Q'E -f SIMPSON 434 ~'I - ON A34 6 on ) 0,1 r Y V4NGER,_ TYPICAL HANGER TYPICAL 3,-2x 3 2x8 3~-2x 3-2x - 3-2 8 3 SPAIN 372x8 3-2x8 3-2 8 I 1- - j P x g OVERF A INC ~ ~ ' r % C k ~ OVERFRAMING il N- / - I I - - - - 2X I RA TER ®i 'HC - - - - - - All 'W 6+~ N N lW T ~ I VI 14 N 1 x 10'1 LED ER EARI G ALL k / BEL SEARING ALL O N X - - ATE i VEL PLATE 2-2x10 EL W ILL h I lJ L AOPEj T ZlL \F\~~ -I CI I~ - - - -!--r- - P `z~ u 3 2x8 ~ rv 7 2x70 IDG PLATE M - ~I 2x10 Rl GE wLAT Qo Qo QC SEE ROOF FRAMING PLAN FOR BEAM SIZES 2 A3 INSTAL 6-16d INSTAL 6-16d NAILS I' - - ' - 2<10 LEDGER I 'AFTER TPCAIL CONN -AT E H -RAFYER- CONN CTION, TYPICA~, - I - _ _ _ - - - A 4 SIMP ON L590 - - - "fix 10 (SING JOTS S@16'00- S90 FRAMING ANGLE 1 CEI C FRAMING INGLE_ - - ~ - - rk/FPrUAA INIC /7 2x10 ~X RFRd MWG 3 R AF ERS ~ OPEN N ~ 'II RAF E _ S 2x4 4 y - - 3 - ~ I2-A 4 I Z ~ _ \e 1 J I - _ SEE ROOF FRAMING PLAN F i 2X1 RAFTER ®1~"OC - I I +i I KING - ----_L-- _ SEE ROOF FRAMING PLAN FOR BEAM SIZES I - PLAN FOR BEAM SIZES L - - - - 11 L 3-- x4 - 3 2x8 IIII~ I l LI ~ ~ zxlb RAFTER @1ocl w I N r~ ,o N I I I a o` - 3- q 3- X4 - - - - - 3-12x4 3 A2X4 -A ;x c W {p W c -r- - - 2X61RAF ER' 76fTOC Y 1- 2X RAFTER @ i OC' VX\ L-- o SIMP N A34 HANGER, TYPICAL 1 N 'I 2-2x6 SISTERED Q J _ 2-2x6 SISTERED EACH SIDE OF HIP in I \'~I EACH SIDE OF HIP a m \1 z - - -~'Ia _71 I 2x6 FASCIA BEAM TO SUPPORT tt ~ ~x6 FASCIA BEAM TO CORNER, TYPICAL - SUPPORT CORNER, TYPICAL V K i O K ~ r U -f-- - - SEE S-2 FOR CEILING FRAMING I O`~_ O SEE S-2 FOR CEILING FRAMING Z n Q 1 LOW ROOF FRAMING PLAN AND 2ND FLO a / 2ND FLOOR CEILING i•- 1~ u Scale: 1/4"=P-0" U, m 0 L_f A A l_J WALL Z a` O`si oy.T NOTE* r7,--Z-,l DENOTES BEARING WALL v N / U N O L 2 / I L L w 1 Z O i. 4 g 7 FERMI ~f 0 w 2 ti U w o' a f i I VENT BY OTHERS 2x10 RAFTERS - W z ry 2x10 RAFTERS SEATCUT 2x10 RAFTERS SHEATHING CUT TO MATCH SLOPE COT TO MATCH SLOPE SHEATHING SHEATHING z ---R-- 8'-0° SHEATHING SHEATHING 2x10 RAFTERS 2x10 RAFTERS \ Lx~ m e - 2x10 RAFTERS - 2x10 RAFTERS "Z- 2xi0 RAFTERS z SIMPSON A34~~ FRAMING ANGLE, SIMPSON A34 TYPICAL FRAMING ANGLE, V ~SIMPSON A34 F TYPICAL - FRAMING ANGLE, ~I < \ °4 . ~ ~ TYPICAL h 2x10 RIDGE PLATE 2x8 CEILING JOIST \ \ 2x8 CEILING JOIST SIMPSON A34 / 2x8 CEILING JOIST 3-9/2' LVL \ \ 3-2x10 FRAMING ANGLE, ~ TYPICAL LVL ~i \ V N r - r- J` 1- N ro m II ~ i GAMBREL RIDGE DETAIL GAMBREL ROOF DETAIL 1 GAMBREL ROOF DETAIL 2) GAMBREL ROOF DETAIL SCALE: =P-0' - - SCALE:~/~ =1'-0` SGALE:%--l'-W Sri.~.LE: 3~¢ I i " 2x10 RAFTERS era CUT TO MATCH SLOPE SHEATHING 2x10 RAFTERS 3- ~SIMPSON A34 FRAMING ANGLE, TYPICAL I f~ r~ ii i /j'I'I BEARING WALL BELOW 70W 2x8 CEILING JOIST BEARING WALL BELOW e I I / 3-9Yz° LVL r4TY CALI I _ 3 2x4, TY ICAL 3 2x4 TY ICAL _ r~ 1 3 24 TYPICAL _ 2/x l _ 2x10 - -RAF ERS f ~ - F2,' 10 RAFT RS 16" C RAF ERS L - - - - - - _ _ - - -~i _ 3 9/2 VL 3- %2"L L 3- p''L 1 3~_ xI0 `I. 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