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HomeMy WebLinkAbout35827-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 8/30/2012 No: 35923 Date: 8/30/2012 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building 845 MAPLE LANE SOUTHOLD, Sec/Block/Lot: 64.-1-29 Filed Map No. ADDITION/ALTERATION Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/10/2010 pursuant to which Building Permit No. 35827 dated 9/7/2010 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: alterations and additions, including covered porches, second floor balcony and stone terrace, to an existing one family dwelling as applied for. The certificate is issued to PHILIP & JENNIFER STANTON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/I7/12 R10-10-0020 8/22/12 35827 8/6/12 P)e~nic Plumbing &~Heating A~~~~re FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35827 Z Date SEPTEMBER 7, 2010 Permission is hereby granted to: P & J STANTON 845 MAPLE AVE SOUTHOLD,NY for : ADDITIONS & ALTEP~ATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 845 MAPLE LA County Tax Map No. 473889 Section 064 pursuant to application dated AUGUST Building Inspector to expire on MARCH SOUTHOLD Block 0001 Lot No. 029 10, 2010 and approved by the 7,2012. Fee $ 1,566.00 COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTltOLD BUILDING DEPARTMENT TOWN ILALL 765- 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Bnildmg Department with the following: A~ For new building or new use: 1. Final survey of property with accurate location of all buildings, properly lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage4.isposal (So9 form). 3. Approval of¢lectrical installation from Board 0fFire Underwriters. 4. Sw.orn stab:meet from plumber certify ng thai the solder used in system contains less than 2/I 0 of 1% lead. 5. Com,,~roial building, industrial building, multiple residancx:a ~nd similar buildings and installations, a certificate of Code Compliant'from archltecl or engineer responsible for the building. 6. Subroit Planning Board Approval of completed site plan requirements il3. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Ac. curule survey of property showing all properly lines, streets, building and unusual natural or topographic features 2. ^ properly c~mpletcd application and cOnsenl lo respect s~gned by the applicant Ifa Certificate of Occupancy ~s denied, thc Buildnig Inspeclor shall sla~e the reasons therefor in writing to the applicant C- Fees 1. Cerlilicate of Occupancy - New dwelhug $5000, 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. Certificate of Occupancy on Pre-exisling But d ~. $10000 Copy of Certsficale of Occupancy - $ :25 Updated Ccrlibcatc of Occupancy - $50 00 Temporary Certificate of Occupancy . Residem~al $1500, Commcrcml $15.00 New Construction: Location of Property: __ -- Old or Pre-existing Building: MI CtF ltouse No. $lr~l (check one) %©UT ~0".-~ Itamlet ~r or Owners of Property: ____ ~Folk County Tax Map No I000, Soclion lebdivision Filed Map. Date of ParmiL Applicant:. Underwriters Approval: request for: Temporary Certificate oe Subnnllcd $ Final Cerfifieale- (check one) Apphcanl ~tRn:mu c Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer, richert~town southo d ny us BUILDING DEPARTMENT TOWN OF 8OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Philip Stanton Address: 845 Maple Lane City: Southold St: NY Zip: 11971 Building Permit #: 35827-35846-35847 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric LicenseNo: 578-e SITE DETAILS Office Use Only Residential ~] Ind°°r F~ Basement ~ Service Only~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures ~ TVSS certificate includes, main house, pool house, swimming pool. 6-paddle fans, 4-exhaust fans, 1-hydro massage tub. 25ft lighting track. 7-GFCI circuit breakers, 4-ARC fault circuit breakers, Notes: pool bonding, 4-pump motors, 1-blower, 4-pool lights, pool sub panel, 400a underground service. Inspector Signature: Date: Aug 6 2012 81-Cert Electrical Compliance Form.xls Town I-laB, 53095 Ma{n Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF $OUTHOLD CERTIFICATION Date:_~ Iq ~ .gOt L Building Permit No. ~ O er: (please print) Plumber: (please print.) lead. certify that the solder used in the water supply system contaius less than 2/10 of 1% Sworn to before me this ?'7- 91CR L. LOPER Notary Public, State of New Yo~ No. 01L0607008! Oual~ied in Suffolk CoAfl~y t~)C/~ Commissiofl Expires ,~--// TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [,"'J~ ROUGH PLBG. [ ] F/OI~DATION 2ND [ ] INSULATION [ ~] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /~~:-~ ~ DATE_~// INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~ELECTRICAL (ROUGH) [ ] (FINAL) ELECTRICAL REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION l ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH! [ ] ~LECTRICAL (FINAL) REMARKS: ~~-~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY I ] i~NsuGLATH PLBG. ION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL~II~ICAL {FI~AL.) REMARKS: DATE~INSPECTOR ~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.  [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ELECTRICAL (FINAL) DATE INSPECTOR ~' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION ~J~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: INSPECTOR DATE 7'~ ~ -/2-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) !~ ELECTRICAL (FINAL) REMARKS: DATE iNSPECTORC~~~--~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined ,20 Approved ,20 Disapproved a/c Expiration _, 20 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Mail to:~ Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS ,2010 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (~ (Mailing [ddress ot State whether applicant is owner, lessee~?ent, architec] engineer, general contractor, electrician, plumber or builder Name ofownerofpremises ,~}~e~[j~¥, ~ ~ee (As on tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders LicenseNo. Plumbers License No. Electricians LicenseNo. Other Trade'sLicenseNo. 1. Location of land ora lvhich propqsed work will be don_e: _, House Number - ] -Street ' Hamlet County Tax Map No. 1000 Section~ Block Subdivision Iq]~. Filed Map No. Lot 59 Lot State existing use and occupancy of p?emises and intended use and occ.upancy of proposed construction: a. Existing use and occupancy l~l. rl~'Yt$ b. Intended use and occupancy i Nature of work (check which applicable): New l~rhMengg[~il0{. 0~ Addition ~ Alteration Repair l~e Removal Demolition Other Work _ ~ 4. Estimated Co Fee (To be paid on filing thi~ 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. Depth v Dimensions of.ey4sting structures, if any: Front '~,~} ~ Rear ~$,~I Height ~0,,~'~ Number of Stories 0.~/.t2~.- Dimensions of same structure with alterations or additions: Front "1~ ~ Rear Depth ~,~t Height ~,,~31 Number of Stories 8. Dimensions of entire new~onstruction: Front Rear ~4'_..~~ Depth ~eight ~,~,,,t Number of Stories oot vrooms..,4o teg'°Jv'"t Itt 1, 9. Size of lot: Front Rear .Depth ] 0. Date of Purchase~ Name of Former Owner ~ 11. Zone or use district in which premises are situated lit, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO~I~ 13. Will lot be re-graded? YES ~)( NO Will excess fill be removed from premises? YES ' ~"' ~ Address I ~ rhone 14. Names o~wner of premises . Name of Contractor ~ Address Phone No. 15 a. Is this prope~y within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS 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. 18. Are there any covenants and restrictions with respect to thjaproperty? * YES '1~ NO__ · IF YES, PROVIDE A COPY. t STATE OF NEW YORK) SS: ~ ~_.~d~ ~ being duly swom, deposes and says that (s)he is the applicam (Name of individual signing ctla{ract) above named, (S)He is the (Contractor, Agent, Co,orate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /,~07n~ dayof /hAbit1 (J - Notary Public 20 Ia Jill bi. I)oherty, President James F 8hng, Vwe-Prt.s~dent Dave Bergen Bob Ghosio, Jr. dohn Bredemeyer Town Hall Annex 54375 Main Road PO Box 1179 Southold. New York 11971-0959 Telephone !631,765-1892 Fax !631, 765-6641 June 11, 2010 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Robed E Herrmann Eh-Consultants, lnc 1319 North Sea Rd Southampton, NY 11968 RE: PHILIP STANTON 845 MAPLE LANE, SOUTHOLD SCTM#64~1-29 Dear Mr. Herrmann: The Board of Trustees reviewed the survey prepared by David L, Saskas last dated May 3, 2010 and determined the ro~ed alterations to the existing dwellin9 and construction of a ~wimm~ng p~to be out of the Wetland jurisdiction under Chapter 275 of the Town W~tland Code and Chapter 111 of ~te Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111 ) no permit is required Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of 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 ~s not a determination from any other agency. If you have any further questions, please do not hesitate to call Smcerely. BoC~'d of Trustees JMD:lms -Jill M D-hetty, President .lame~ F lqing. Vite-Pretqdt, nt Dave Bergen Bob G hr)sial, .Ir John BI edemeyel Tov, n Hail Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971~0959 Telephone ~631 765-1892 Fax 631; 76;5-8641 BOARD OF TOWN TRUSTEES TOVCN OF SOUTHOLD Permit No.: 7325A Date of Receipt of Application: June 14, 2010 Applicant: Philip Stanton SCTM#: 64-1-29 Project Location: 845 Maple Lane, Southold Date of Resolution/Issuance: June 16, 2010 Date of Expiration: June 16, 2012 Reviewed by: Board of Trustees Project Description: To rem~qve the existing sanitary system located less than 100' from the tidal wetlands boundary. Findings: The project meets all the requirements for ~ssuance of an Administrative Permit set fodh in Chapter 275 of the Southold Town Code, The issuance of an Administrative Permit allows for the operations as indicated on the project plan prepared by En-Consultants, Inc., received on June 14, 2010, and stamped approved on June 16, 2010. Special Conditions: None. Inspections: None. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. JMD:eac DEC PERMIT NUMBER · -4/'38-03906'00003 FACILITY PROGRAM NUMBERiS) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE 6 3020:0 EXPIRATION DATE(S 6292015 A'tce'7 -~s 7 8 SPDE$ A,t,,ce27 T:e7 6NYCRR36C Jenn,fer & Philip Slanton 212-941-6101 !8 Orchard St ¢¢5 New York NY 10001 Eh-Consultants, Inc., 1319 North Sea Rd, Southampton. NY 11968 63t-283-6360 Stanton Property 845 Maple Lane Southold, NY 11963 SCTM~ 100-64-1-29 Suffolk j Southotd Town Creek DESCRIPTION OF AUTHORIZED ACTIVITY / Removal of the exisbng sanitary system All work shall be done ~n accordance with the attached p/an prepared by David L Saskas last revised June 14. 2010 and stamped NYSDEC approved on June 30. 2010 ' The porbon of the property and project that are landward of the 10 foot elevabon contour, on a gradual, natural slope, as shown on the aforementioned survey plan. are beyond the jurisdiction of Art~cte 25 Tidal Wetlands DEPUTY PERMIT ADMINISTRATOR ADDRESS Reg~oo 1 Headquarters Su58,' 'v Ac~.~rmar: ~GRZ) SLINY ,~ Ston~ Brook 50 Circe Road S~,o'~), Broo~ AUTHORIZED SIGNATUR/~ DATE _ , 6 302010 NY ~790-3409 Page 1 of 5 SPECIAL CONDITIONS · Notice of Commencement A: east 46 hours ow or :o commencement of tne project t'~e perm itee and contracto' sna~ sgn and retort~ :ne too ac.to~ of the e-c!osec '"o',f cator' form certifying that the~, a'e f~,y aware of and 3 Install, Maintain Erosion Controls Necessary erosion contro~ measures, e straw Dates s~it fer'cmg etd are tO De p:aced on the dOWnS ope edge of any d~sturDed area Ths sed mere Darner s to De pul m place before any d sturbance of the ground Occurs and ~s to be maintained ~n good and funct cna; cond~bon unN the project has Deer: completed a~c a~ d sturDe~ areas ale staJ~!~ze~ w~th vegetat,on 4 Contain Exposed, Stockpiled Soils Ali d;sturDed areas where so,~ wi~ De temporan y exaosed or stockp,ieo for o"cdr than 48 hours shali De contained by a contln.,ous dne of staked nayoaies slit curta ns (or other NYSDEC approved dewces) piaced on the seaward s~oe between the fii! and the wet,and or protected buffer area as ShOwn on ?eapprovedpan Tarps are autnonzed to supplement these approved methods 5 No Construction Debris in Wetland or adjacent Area. Any debr,s or excess matertai from construcboP of tbs pro}edt shal; De COrnpietely removed from the adjacent area (uplandt and removed to an approved up,and area fo' c sposal No deDqs s permttteo i~ bdai wetlands or protected buffer areas Storage of Equipment, Materials The storage of construct,o'~ eq,~pmem and mater,a[s sna~l be cOnfined project work area and, or upland areas greater than 75 hnear feet from the bdal wetland boundary 7 Clean Fill Only Al: f;i $flai eD'*SSt of dean Sand grave; or 5o~ (not aspnait sag fyash broken concrete or demohbon debns~ 8 No Disturbance to Vegetated Tidal Wetlands There sha~: be ~'o dtstur'~ance to vegetated t~cal wetlands o~ protected Duffer areas as a resut of the perm~Ited act~wt es '0 Temporary Mulch, Final Seeding if seeding is mpractcaDe C~,e to t-e time of year a terraorary muich sf)a ::,eaap~ecar,cfina seee,r:¢sna;13eperrormeca heearhes opDoE ~tywhenweatherfavorsgerm,qationandgro~r, :}.,: ,~ot more than s,x mom.s afte- Dfc.edt completion -4738-03906¢00003 Page 2 of 5 SPECIAL CONDITIONS T-e ~o~on of the '~roperty and project tqat are landward of the 10 foot elevation contour on a gradual, natural slope as sf'own on the pan prepared by David L Sas~as hast rewsed June 1.4 2010 are beyond the tunsd~ctlon of Article 25 Be acwseO no COr~StrUClIor! sed r'nentat,on Or o~sturbance of any K,nd may ta~,e pace seawarb of the tidal wetlanes jut SCiC~ bna! boundary as ~ndicated abo~,e without a petrol It ~s your respons*b hty to ensure that ail precaubons are :a,,en to prevent any sedlmenlal~oP or oI~er a terat:on or disturbance to the ground surface or vegetabon w~tmn Artec e ;25 iur~sdic[~on w,~ch may result ~ro*"~ yoL;r project Such precaubons may ;nclude maintaining adequate work area DetweeP lrle tldai wetia,,d jut Sd,cbor;a boundary abc your proieot t~ e a !5 to 20' w~de construction area! or eregbng a ter: borary fef/ce hamer or '~ay bae berm ' .4738-03906 00003 I Page 3 of 5 , NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A Permittee Accepts Legal Responsibility and Agrees to Indemnification Item B Permittee's Contractors to Comply with Permit Item C: Permittee Responsible for Obtaining Other Required Permits item D No Right to Trespass or Interfere with Riparian Rights GENERAL CONDITIONS General Condition 1: Facility Inspection bythe Department ,', '.t, ¢~}s permit and The ECL Such repres{~n',ab,.e may order the work suspencec pursuant to ECL 7t-030t and SAPA 401(3 General Condition 2 Relationshtp of this Permit to Other Department Orders and Determmabons General Condition 3 Applications for Permit Renewals or Modifications General Condlbon 4 Permit Modifications SusDenstons and Revocabons bytne Department I ~::: ~""' "~;~ Page4of5 [ !-.:738-03906 00003 ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 {TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 I TIDA,- WETLANDS I of the State or cause ~oss or destrJct On of the natu,'ai -esources of the State, the owner may De or0ered by the Any mater~a dredged ~n tre .' ' ~* coneuc o ~he work ,~ere~n permitted shaii de removed eve,~!y w~tnout ieav~ng large refuse piles r~c§es across or aCh9 the bed of a wa~ef',¥ay or fioodpJatn deposits within apy regdtatory floodway or deep hoies ~hat may have a te'~der, cy to cause damage to ¢~awgabie channeis or to the baRKS of a waterway There shah be no unreasonadie ~nterference with nav~gahon by the work here~n authorized if granted under 6NYCRR Part 608 the NYS DeDartn'.ent of En¥~roomenta; Conservation t~ereby cemfles that the s.~Dject project '..w!l not con radene eft uent hm~tabons or other i~m~tat,ons or standards under Secbons 30! 302 303 306 and 307 of the Clean Water Act of 1977 (PL 95-2171 prowced tnat al of the cond~t ohs hsted hereto are me'. At .eas! 48 hours pror to comn;er]ce¢' et~t of the pro, edt the perm tree and contractor Shal', s,gn and return the tod pOrtiO'' of tire end osed not ficat~or' torn cert'fym9 treat they are fu[;y aware of and understated all terms and cond~bons of tins derm4 W~thn 30 days of compiehon of proecL the bottom porbon of the form must also De $;gned and returned dong w~th photo§raphs o~ the comple[ed work arid ? requfred a survey I 5 of 4738-03906 00003 rage 5 Town Hail A~nex 54375 M~in Road P.O. Box 1 ! 79 Sou~old, NY 119714)959 Telephone (631) 765-1802 · 'Fax (631) 76~-,-,°509-, ro.qer, dcnert~,town.soumo~a.ny.us BUILDING DEPARTMENrF TOWN OF SOUTHOI.D APPLIGATION FOR ELEGTRIGAL INSPEGTION tESTED BY: Company Name: Date: Name: License No.: Address: Phone No.: t tq T/ JOBSlTE INFORMATION: (*Indicates required information) *Name: p~! (j z~ *Address: oOq~''' ,,/~t:A P~' E *Cross Street: ~ *Phone No.: ~ ¢~- ~6~-- /~ Pe~it No.: (~ ~7~ ~Y~ - .~ ~'~ ' Tax Map District: ~~tion: ~ Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If~eeded} *Service Size: ~ 3Phase 100 150 200 300 350 ~ *~ew S~e~ Re-connect ~ Number of Meters/Change of Service Additional Information: PAYMENT DUE WITH APPLICATION ~ 82-Request for Inspection Form Other Overhead 08-25-10;14:31 ; 5377586 ; # 1/ 3 ~ '-~.~ TOWn of So'uthold t "~~-~ I.'ros.iPn, Sedimentation, ~4orm.Wate, Rul~o, ASeL~_.,~.-___-.~.~ _. scO~:ol~ w'o~K . ~O?O~D CONS'n~UC'~ON (Include Total .a~a ~ el PacMa IocM~ ,mll~ Y-No th~ tile w~rk will be performed ia lira manner sc.t £orth in ~hc al~lication flied h=cwi~. Sworn to bet'om me thia ~Qo~ iff ~,dfMk C~ TOWN OF SOUTHOLD pROPERTY RECORD CARD /~-~ JWN£R STREET VILI-~GE DIST. SUB. :/I ~ ~ ~ T~d W WPE OF BUILDING Hoble 1 flable ~dland tampland FRO~AGE ON WATER ~ ~ Z~, .-2 ~hland F~ONTAGE ON ROAD / ¢ O )'Jse Plot ~PTH ~ BULKH~ ~1 ~ DOCK COLOR Bldg. ctension d~nsion ~ensJon ~rch Foundation Ext. Wails ~re Place Type Roof Both Floors Interior Finish Rooms r Recreotion Room t I Dr veway Dinette K. LR. BR, FIN. B. ~rch ~teezeway ;orage aatio rotal I OWNERS ENDORSEMENT Jennifer Stanton, being duly sworn, deposes and says: Philip Stanton, being duly sworn, deposes and says: Weresideat /_t2~ t~r'~tt,~ .~q'7~, ~ , in the County of , and the State of-~~12~. We are the Owners of the premises located at 845 Maple Avenue, Southold, New York. We hereby authorize Kathrine F. McCoy Architect LLC to act as our agent to act on our behalf with regard to all permits required for the above mentioned property. Sworn before me this dayof ~q3~ , ~O[O Notary Public KATHRINE M_ccoY A R C H I T E C T August 11, 2010 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Post Office Box 1179 Southold, New York 11971 Re: Building Permit Application for Philip & Jennifer Stanton 845 Maple Avenue. Southold. New York To Who it May Concern: On behalf of my clients, Philip and Jennifer Stanton, enclosed please find the original survey stamped by the Suffolk County Department of Health Services. This original document is to replace the copy that was submitted by my office when we filed the above mentioned building permit application on Tuesday, August 10th. I have also enclosed a copy of the building permit application for reference. Please do not hesitate to contact me ifI can be of any further assistance with this matter. Enc. Kathrine F. McCoy,/I.I.A. ~ KAFHRINE F. McCOY, AIA, LLC ~ 2228 MONTAUK HWY -- I'.O. BOX 1557 ~ BRII)GEHAMPTON, NY 11932 ~ P 631.537.7588 ~ F 631.537.7586 kitly, mccoy00knlccoyaichitcct.com KATHRINE M_C COY A R C H I T E C T BY FEDERAL EXPRESS August 26, 2010 Mr. George Gillen Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, New York 11971 Re: Building Permit Application for Philip & Jennifer Stanton 845 Maple Avenue. Southold. New York Dear Mr. Gillen, On behalf of my clients, Philip and Jennifer Stanton, enclosed please find a completed Erosion, Sedimentation & Storm Water Run Off Assessment Form (version 06/10) per your telephone request of August 25th. In addition, I have also enclosed two copies of the property survey revised to include better labeling of the dry wells and corresponding drainage calculations. Should you require any further information to process this building permit application, please do not hesitate to contact me. Enc. Kathrine F. McCoy, A.I.A. [~) KA3 }IRINE 1~. Mt:COY~ AIA, IIC -- 2228 MONTAUK HWY ~ P.O. BOX 1557 ~ BRI1)GEHAMPTON, NY 11932 ~ P 631.537.7588 ~ F 631.537.7586 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 July 9, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Philip & Jennifer Stanton 18 Orchard St New York, NY 10002 Re: 845 Maple Ave, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ~'/ Application for Certificate of Occupancy. (Enclosed) ~'~-- Electrical Underwriters Certificate. (contact your electrician) V/~A fee of $50.00. __ Final Health Department Approval. ,//Plumbers Solder Certificate. (All permits involving plumbing after ~ Final Planning Board Approval. (planning # 765-1938) __ Final Landmark Preservation approval. BUILDING PERMIT: 35827- Addition/Alterations John Bertani Builder Inc. 1380 Oakwood Drive $outhold, N.Y. 11971 (631)765-1594 FAX (631)765-3916 Mr. Michael Verity Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Re: Stanton Building Permits # 35846 & 7 Dear Mr. Verity: I would like to request a six month extension to the above building permits for Philip and Jennifer Stanton which expired on March 9, 2012. Thank you. Sincerely, Linda B. Bertani Vice President JUL 2 6 2012 PATRICIA C. MOORE, ATTORNEY AT LAW 51020 Main Road Southold, NY 11971 (631) 765-4330 email: pcmoorel @ optonline.net MEMO LETTER Please reply ~ No reply necessary SIGNED BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ..~ q~ --[0 Date Reviewed: Z-I?-lo Estimated Cost../)~ o> o~ SCTM# 1000- ~oOC- I ,. ~t.? Subdivision: 7~ ~/~ Property Address: [T~tt~O_Z/O0Z- Building Permits (Open/Expired): BP BP~-Z / C/0 Z- , Info: BP -Z / C/0 S~gle & Separate Search Required? Y o~Determination: ~Q.~tSize' ~o) o~,,~ ACT MtSize.(~3a~)M ~N.~ront ~ Acl' Front o~ ~QSi~ /A~/ACT Side Ify~, water body: .~ ~ PanelY ADDITIONAL APPROVALS REQUIRED Suffolk County HealtaOor N- If yes, *Bed#: ~ *Date: 7/~/10 *rermit#:i~/O-lt~. - If no, certification required: Y or N Received: Y or N By: ~S DEC: rrE-OgCg/l/7~r N- Date: ~/JO/~O Permit ~:1-~3~-0~90~-0~ ~ NJ SoutholdZBA:Yor~-Date:__/__/__ Permit//: -N~e~ ,,la Southold ~lan~i~g: Y or~- Date: / / Permit ~: - Notes: First Floor: 1 3 6 7 SF + ~itial Fee: $. Second Floor: .. ~ l &~ SF + Additionol Fee ( ): $ T~~: ~ 2.( &po SF)-( 300 SF)= Zoo SFX$,~o=$ Total: B ~ 6S SF + Initial Fee:.$ ):$ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Groun'tlSnowLoad ~.0 ~ WlndSpeed; 120MPH V Weathering:Severe 0}~ .Fr0stOeoth:36" rO]~Termlte:M~l:I °/~ Decay:S-M DesignTemp:ll O~ 'IeeShleldUnderlay:YES USE/OCCUPANCY CLAS 8IFICATION: - HEIGI~IT/FIRE AREA: o~ , rwE oF coNstRuc~oN: FULL FRL4ffvIING DESIGN ELEMENTS:~/N CEILING JOISTS:~/N FLOOR JOISTS:~fN ROOF RAFTERS.~ · MISSL~ TEST ~QUI~MENTS~ LIGHT 8%:~N -- ~NT 4 %: ~ NAILInG/CONSTRUCTION SCHEDULE'~m - ~ k,...o'--, ,- ~s oF~o~ss-~ LOCATION OF F~ PROTECTION EQU=MENT~ E~RGY CALCS ~ REScheck S. off:ware Version f.,3..1 Compliance Certificate Project Title: Stanton Residence Energy Code: Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: Construction Site: 84-5 Maple avenue Southold, NY 11971 2009 IECC Suffolk County, New York Single Femily Addition/Alteration 5999 4 Owner/Agent: Phil]ip Stanton 485 Maple Avenue Southold, NY 11971 Compliance: 10,3,% Better Than Code Maximum UA' 669 Your UA' Designer/Contractor: Kathrine McCoy Kathrine McCoy Architect AIA PO Box 1557 Bridgehampton, NY 11932 631-537-7588 kittymccoy~kmcceyarchitect.com Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c, Window 1: Wood Frame:Double Pane with Low. E Door 1: Glass D(~r 2: ~Olid Floor l: All-Wood Joist/Truss:Over Unconditioned Space Fioor 2: All-Wood JoisUTross:Over Outside Air 750 19,0 2,0 35 854 19.0 2,0 40 3600 19.0 2,0 154 646 0.340 220 212 0.350 74 32 0.400 13 1665 250 2.0 58 182 25.0 20 6 Compliance Statement: The proposed building design described here is Consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed bu Iding has been de ed to meet the 2009 IECC requirernente n ¢' 727 ,, ,, Pro~ect Title: Stanton Residence Data f~lename: \\ 192,168.0.102\Data\Clients\Stanton ~ Bliss House, Southold\DoCUments\energy.080610.rck Report date: 08/06/10 Page 1 of 1 CROSS SECT/ON OF SANITARY SYSTEM NTS ......................................................... ~F~TPd -F~TZ -;- ~ F, 7 -Zo-,/: SCTM No, I000 054 I 29 901p34A SCDH$ Re£ No RiO-tO 0050 SURVEY OF PROPERTY Sttuote Town OF Sauthold Su££olk County. New Yort~ SCALE I' ~ 50' (OVERALL TO TIE LINE) 251.886 or 5 J234 acres JUL 2 f 2010 TEST HOLE ~o~ 12 200~ $ 81~'46 47'W 224.30' SP s74 CROSS SECTION OF SANITARY SYSTEM NTS SCTM No I000 064 I 29 901p54A SCDHS Re£ No RIO I0 0050 SURVEY OF PROPERTY Situote Town 0/' Southold Suffolk County. Nell York El ~J ~ A REA SCALE' I" = 50' (OVERALL TO TIE LINE). 251.886 sq ft or 5 5254 Certi£¢ed only to. Philip St~nton 2Z~,. N 85'0~ OO'E Prapased SP TEST HOLE 5 84'E / to.d Now or ?~bhc CROSS SECTION OF SANITARY SYSTEM NTS I00 7 $CTM No 1000-064 1-29 90[pJ4A $CDHS ReF No RIO-lO OOJO SURVEY OF PROPER $~tuate Town 0£ Southold Su£FolJ~ County. New York STORMWATER RUNOFF CALCULATIONS o~ of 2O IlS TEST HOLE ~o~ 12. 2009 SCALE' I" : 50' (OVERALL TO T/E LINE): 23f.886 or 5.3234 acres 5 47W 22450' sq £t. ",,,% S 16 42 CROSS SECTION OF SANITARY SYSTEM NTS El¸ Jenn~£er Stanton Philip Stanton 5TORMWATER RUNOFF CALCULATIONS IOTES TEST HOLE ~o~ 12 2009 SCTM No I000 064-1-2g gOIp34A SURVEY OF PROPER Situate Town Of Southo/d SuFFolk County. New York SCALE I" = 50' AREA (OVERALL TO TIE L/NE) 231.886 sq or 5,~2J~ acres ence 5P P c fit iert~£~ed only to. Jenn~£er Stanton Philip Stanton TIES TO SEPTIC SYSTEM ST81 ' 96' 2 158 5' 133' $ 152' 120.5' SCTM No 1000-064-1 29 901p$4C SCDHS Ref No. RIO-10-O050 SURVEY OF PROPER Situate Town Of Southold Suffolk County, New York SCALE: I" = 50' AREA (OVERALL TO TIE LINE) 2,312886 sci[t or 5 J234 acres Now or Formerly o? Found CM s 7~'??Z'' . ........ .... No~ ar Formerl ar 224 30' TEST HOLE uo~ t2 20o~ SP 30'-6V~" ~o 62'qOy2~ FOUNDATION PLAN SCALE: 1/4" = 1'-0" AUG 9 2©ll DRAWN BY: ]F/MH August 07, 2011 SCALE: NTS SHEET NO: EX. SUNROOM ~ 0 ' '[~ PARTmONS ~lll~~ ~ EX. DINING ROOM EX. PORCM ~ ............... ~j ~ I REMOVEEX WDW x ~ -~ v ~ .... ~ ALCOVE EX, WJ.C. ~ I~l EX. PORCH .~ 64'-6W' ~, D~WN BY: ]F/MH 1ST. FLOOR P~N: EXISTING AND DENOLITION ~u~t 07, LC)" TO GIRDER BELOW ~ ~ ~ 0 EX. DINING ROOM EX. PORCH~ , ,, ~~ ~ ~ ~ ,, I ,' ,' ~x. SCR. PO~C~ ; ~ I ~'-o" ~ KITCHEN ' EX. PORCH -- ~ST. FLOOR P~N: PROPOSED ~4- August 07, 2011 S~LE: NTS Il' 11 II ~ ,11 I1' 11 II II II ir'Il Il I IEll H , Il Il I 11'-9" 11'-3Y~" 9'-O" ',', 16'-2Y~" 4~/,'' 4Y~" , ........ 4Y~" ...... EX. BEDROOM ~ [ ] EX, BEDROOM EX. BEDROOM PARTITIONS · = EX. BEDROOM ............... REMOVE ,, ~ .... ; .................. ' ..... ,~ .... ' ' ' ' 17'-8" , ,, ~-s ,, ' ~"~'/'" '%'~" / n' 0 ' ~" :', "" ~'/," ........................ : ~---~,- ........... Il Il II Il ' Il Il Il Il ' Il ' DRAWN BY: JF/MH August 07, 2011 SCALE: NTS ii 11'11 II I IEll H II II h 11'-9" 11'-31/2'' 9'-O" ',', 16'-2Y2" 4~/~'' 4y2" , ........ 4Y2" ...... EX. BEDROOM '-.'.: I I EX, BEDROOM EX. BEDROOM: ~ REMOVE h ................... " " ZZ: -:: .............. ,, ,,, ,, .... ,,,..._. :::- ,:: : -:, , · = EX. BEDROOM ..... ~ ' ' '~ 17'-8" " 23-5 ,, 7'-6Y," ,, " ' ' 4Y~" 4'~" 2ND. FLOOR PLAN: EXISTING AND DEMOLITION SC_~I.E: 1/4" = 1LO" EX. BEDROOM 4'-3%" II BATH EX. BEDROOM 3'-0" 7'-8" LNDRY. RM. 2ND. FLOOR PLAN: PROPOSED SCALE: 1/4" = 1'-0" EX, BEDROOM EX, BEDROOM 11'-3" WALK-IN CLOSET I'0 APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN ~S~E SEPTIC SYSTEM PLUMBING SCHEMATIC N.T.S. DRAWN BY: ]F/MH August 07, 2011 SCALE: NTS SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS KING STUDS RAFTER-- GROUNE WIND SEISMIC FROST WINTER ICESHIELD i SNOW SPEED DESIGN YEATHERIN( LINE TERMITE DECAY DESIGN UNDERLAYMEN1 FLOOD LEDGER HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS I Z ' RAFTER-TO-LEDGER CONN ECT'ON LEDGER TO BE CONNEC. TED TO SLDG, USING 1/2" DIA, BOLTS elG"O¢ WITH WASHERS H LAD ER-TO-POST/STUD CON NECTION DECK AN D COVERED PO RCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE JSP NUMBER DESCI~PT]ON APPLtCATION LOCATION U5P NUMBER DESCP~PTION APPLICATION I). Unless otherwl;e noted, all framing material to be #1 ACQ pressure treated lumber. L~J ILOCATION IUSP NUHBER[ ~ES~iPT[ONI APPLICATION I Zx6-~xg LB26 18ga, SLOPE HANGER APPLY TO EACH EAFTEA / LEDGER ALL OPENINGS LSTA12 l-1/4"x[2" 20ga, 5-~AP APPLY TO EACH JACK STUD BI fasteners, hangers and anchors to be gMvlnlzed or Malnless steM.  ~ RAFTER i). FlasMng shell be Installed beiween the building and ledger. Lapping up the sheathing ~' · ~ ~ ~retastlve c~agng from the manufacture, RAFTER TO PLATE/STUD CONNECTION HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION BSPNUMBEA DESC~PTION AEPUCATION OF THE STAIRS. RANDGRIPPSRTIONOFALL HANORA~LS LOCATION USPNUMBEA DESCP~FT~ON ~PPL[CATION LARgE,PLATE RTlS TYDOWNANCHOR CONNE~TEACH NAILING SCHEDULE EONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CONNECT OVER USE NIH. 12) 1/2" DZA. GALV. BOLTS WITH WASRERS AND NUTS ~OOF SHEATI- lNG: POST-TO-GIRDER/HEADER CONNECTION OVER PARTITIOFl WFCM - BBC LAP NAIL DECK./pof~CH f~AILING SPLICED JOISTS OVER HEADIER/GIRDER tx4 SCUD EOLUMR PEBZPt/E~SEB~/KEA4 =OST CAE ANCHOR ~ppLYTO EACH COLUMN BLOCKING 2.BdCOMMON EACH TOD iX6 SCUD COLUMN PBS66/PEAEBG/KCgB 'OST CAP ANCHOR ~PPLYTO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL %,,, FLUSH JOISTS WITH HEADER/GIRDER ~ DOUSLE(M]NiMUH)SX FLOOREND JOIsTJOIST'oRBANDBLoCKIJOIST'NG 2-16d COMMON FOOT FACE NAIL CEILING JOIST TO BLDG, CONNECTION ALL 3'OISTS CONNECTED TO A FLUSH HEAOER TO SE SUPPORTED WITH I[ I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TO ALLOW FOR gHRZNN/~GE, ROD3 | ~h~ ~_ :2) BEAMS PAU44 OF. WEB~ 'CST ! BEAM ANDHG~ APPLY TO EACH PIER FOR STU _L _- ~; T DECK FRAMING: FLASHING TUCKED UNDER ~- II / ~ JOINT DESCRIPTION NOTBS ~. QTY. SPACING TOP PIECE Of SIDING AND ~ ~T'_~ ,~, JOIST TO: 4 - 8d COMMON PER TOE LAPPED OVER FIRST DENTIN ~ - --THREADED ROD SILL, TOP pLATE OR GIRDER JOIST NAIL FLOOR FRAMING 2x 3'OISTS · ~ .... , 12"XtS"X12" __ JOIST ON LEDGER 3 - gd COMMON JOIsTPER NAILTOE DRAWN BY: ]F/HH PR. August 07, 2011 LAG BOLTS '~ . HO~W COLUMN UPLIFT BILL OR TOP PLATE SIMPBON STRONG TIE MODEL STRR1/2 DECK POST FTC. CONNECTION DIM ~OIST / B SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S BECOMENDATIONS - PROVIDE BLOCKING BETWEEN ~TOISTS THAT ARE SPICED AND LOCATIO~ USP NUMBER DESCRIPTION APPLiCATiON SCALE: ETS DECK/PORCH LEDGER CONNECTION USEWZTH RTIOTYDOWNANCHORS BX~ PO57 'AUB,~ORWEB4 pOST/BEAM ANCHOR ~PPLYTO EACH FOOTING SHEET NO: NAIL NAIL IOINT DESCRIPTIOB QTY. ~PACINB NOTES RAFTER TO 8' WALL: th8d COMMON EACH TOE-NAIL TOP pLATE 10' WALL: 4-Sd COMMON RAFTBR CEILING JOIST S'WALL: 3-8d COMMON EACH TOB-NAIL TO TOP pLATE 10' WALL: 4-Bd COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBa LAP NAIL :EILING JOIST LAPE AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING 2 - gd COMMON EACH TOD TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATS TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL HEADER TO lgd COMMON 16" O.C. FACE HEADER ~,LON G EDGES NAIL TOP OR BOITOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - t6d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOISq 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 ~ 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO ~- 16d COMMOh EACH TOE SILL OR TOP pLATE BLOCK NAIL LEDGER STRIP t - lsd COMMOh EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - gd COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST t - 16d COMMO[, PER END TO JOIST JOIST NAIL PER BAND JOIST TO: ~ - 16d COMMOi~ FOOT TOE NAiL SILL OR TOP PLATE MEETS NAllONAL EGRESS REQUIREMENTS 6Llf' MEETS NAllONAL EGRESS REQUIREMENTS SECOND ,FLOOR 2'-10' FIRST FLOOR 2'-10" 2'-10' 2'-10' 2'-10" 2'-10" MEETS NA~ONAL EGRESS REQUIREMENTS 10'-0' ~LO" 2'-10" BASEMENT SLAB FIRST FEOOR o 2'-10" 2'-10' '-'10" 2'-10" 3'-0'~ 2'-10" 6'-0" 12'-0' 2'-8" 6'-0" THIRD FLOOR CASING CROWN AND SILL DETAILS TO MATCH EXISTING @@ ®® MEETS NAllONAL EGRESS REQUIREMENTS (lEMPERED) SC1 AUGUST 9, 201C 2'-10" 2'-10" ®@@ ®®®® O@ @® @@ 5_- x5,, 8 "8 ® ® 0 2'-6" 2'-6" .t / \ / \ / / \ / \ / \ / \ 6) SC2 AUGUST 9, 2010 1 1' {REPLACE) 1 ~-0" ---' (2) 2X8 CL~R~EDAR~[RDER "- -' (21 2X8 CL~R CEDAR GIRDE~ ~ ~ ~ TO GIRDER BELOW ~ E~ SUNROOM ~ ~ ~ ~ 0 - ~ 2~'~ '~ : EX. DININGROOM GU[ST RO0~ ~ ~ EX. LIVING ROOM ~4uO,, ~ ~ ~,_~. ~ ALCOVE ~ ~ EX. W.I.C ~ ~ ~ -~ - ~ ~ = ~ ~ 0 1ST. FkOOR P~: PROPOSE~ S~k~: 1/4" = 1'-0"  ~ovember 06~ 201: 7~~ ~~ SHEET NO: AMENDMENT SLOPE" 114" pER FOOT PITCH TO D~IN T~P SEPTIC SYSTEM PLUHBING SCHEHATIC N.T.S. I I I II ~ II I ~ II t fll ' ~ fix B~DROO~ BAT~ ~ ~ ~z ~ ~ ~ ___ ~ -- - ~,_~,, WAkK-I~ CkOS~T ~--~- ~ .... ~~~~_~,~:-' ~'-~'~' ~,_~,, ~ ~ '~--~ .... :, ~, ~ 4'-6" .2~-0'' i ~ LNDEY. RM~:' :' 2~D. FkOOR P~: PROPOS[~ S~kfi: 1/4"=  ~ovember 06, 201: ~ S~kE: AMENDMENT . .- ~ _ , . , . - o. ~o, x./×z./×///// o~ ~ LANDSCAPE ARCmTECT DESIGN, PJC. ~ ~ , . , . .... ,-.-_ 4 ~~ ~_ / X ~. 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' .~ , . -- ~SC~E ~C~TECT DESIGN, P,C. 2. NOT~Y O~E~SC~E ~C~CT OF ~ DISC~P~C~S O~ x '~ ~ ~ ~ _ . ___ ~__ ~ . ~ f.. ~ : % / ~ . E~OR BE~EN PL~ ~ SITE CO~ITIONS PmOR TO X ., / / N k X X ..... ',, X ~ - ~~ (' ' ~ ~ ~ / / ~' :/- ~ N co~xc~mxTO~WO~. N ~ 'x ~ 'Ux :, % ~ ~-~ I k )' /. ,T ~ J_L~..~-~ ~ ~ ~' ~ STANTON 4. DO NOT SC~E D~GS: USE D~NSlONS G~N. x X XN XX ~ ~ -- ~ _"~' ~ Y' ' ' x x ~ ~ ~" -.... " ........ N~----.. "" -,~/ , 6. ~L D~NSIONS ~ T~N P~LEL TO OR PE~E~IC~ FROM x N N N '~ ' --~- _.~_. / .... '-..,,.., -- ~_ ' x, / y / ~.~ ~ . / , -~~ --.. -~.---~~ ~ ~ / 7. ~W D~WAY, ~CES, PA~S, W~LS, ETC. TO BE STUD ~ ~ ' ~ ~ ~ ~ ~ ~ " 4 / ~ / / ~ - "' ~ MATERIALS P~N F~LD ~ ~PRO~D BY O~SC~E ~C~CT P~OR TO ~~ ~~ o ~ ~ I ~o~s~io~. ~ ~ ~ ~ ~ ~ %~Q ' -sI~E ~ s~ PA~9' PRO~E 3/8"SL~.POL~~ E~SION JO~ (25' ~.) ~ / 10. LEA~ ~ SITE ~ A S~E ~ ~AT CO~I~ON AT ~ E~ OF / L 100 f~,AR.N DN ~ ¢.AN~E - LA~N t~.AI,4~ ~ hiD" l,q, llDE LAII2 PIELID.GTONE /~IAL.LS - GTONE TO MATC~H '-- FUTU O~ATION BAI~.N POOL EN~;LOSUI~ PENC~D ELI=YATION - J~EST FIt~E PIT LOGATI ON GAS POOIL HOUS~ ~O~VIERE. ID FENGE, / FU~ GAf~'~GE - NOT IN ~ONl'r,~A~,t LAJI~IN EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. OWNER'S REPRESENTATIVE NAME ARCHITECT NAME MEP ENGINEER NAME ADDRESS ADDRESS 2 SITE CIVIL ENGINEER \ \ \ --SC.P, EENING POOL DETAIL %. x, 'N LAI,"q.N ". \ \ LAH2 5 100% CD's - BID ~ET 9 AUG 10 4 L~DSCAPE LIGHTING C00RD 22 JULy l0 3 ARCHr~CTUR~J~ COOED 27 ~P 10 2 95%, 12 ~ 10 1 ORIGII~AL ISSUE 5 ~AR 10 NO. PURPOSE DATE RELEASES SEAL ',% / // LIVIN~ zll POP, C..H LANOING STAIt~S, 5E~= DOC. Ut,4ENT~ DINING DI~N ~TAI~ A~GH.'D PREPARED BY: EDMUND D. HOI,I,ANDER LANDSCAPE ARCHITECT DESIGN, P.C. PROJECT: r~.e STANTON ..- RESIDENCE % '% ,"' %. "- ~ .~TONE 845 MAPLE AVENUE ~ ~ '~' J ~ i I-PS SOUTHOLD, NY ~' LAYOUT NOTES DOcDUlqENTS / ---_._ / ! LAYOUT & I. mc^m ~ v~OXECT ~L~ m'mrrtuS, S~mC SYsmHs ~ y BX Om~ ~ Z~SC~Cm'reCX.x . HOU S E & P 00L ~v~v~c~ ~ ~x ~ED ~a co~s~uc~oN. ~ ~. v~om~ ~/8" v0~~ ~s~o~ JOin '" '" '"" 6. ~L D~¢~NS ~ T~N P~LEL TO OR PE~E~IC~ FROM ~.)/Wrr~-PK~T SL~. . X ~ / / 2. NO'I~'Y O~SC~E ~C~TECT OF ~ DISC~P~C~S OR FEA~S SHO~'~ESS O~R~SE NORD. ~/'~/ f //~ ~ ~ ~l / ~ x k "x,% FmLD ¢ ~PRO~D BY O~¢SC~E ~Cm~'e~BXT9.~- ( ~'" Ii ~ ~ / '~: t/a" = t'-." ' r '1", 3. ~B~T ELECTS ~ ~ L¢SC~E S~L BE CONSTRUC~D TO / ~C~'I'E~OF ~ DISC~PANC~S P~OR TO CONS~UCTION. , L-I.10 FPE I~,0 + T,,~ ICE TF [] Pt~2POSEI:2 Nf=I~ 5EPTIO 5'r'STt~M - 5t~t= I-ESO / \ \ / / r--, \ \ / / \ /4' x -- L \ t=INAL ON 18.1 5HOI~N IN C, It~-_.,Lt~ .'.'.'.k \ . \ 18.3 (FUTU~,E) :) 18.45 (~U'~U~) + / ~D (PUTU~.~) ,& EDMIJNI) D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. ARCHITECT SURVEYOR NA}I£ PHONE FAX SITE CIVIL ENGINEER ADDRESS 1 ADDRESS 2 PHONE NOTES ~ COMPANY, P.C, COASTAL EROSION HAZARD LINE. 1JTILITIIES, SEPTIC SYSTEMS. AND AND DURING CONSTRUCTION AND ~, · PLAN AND SITE CONDETIONS GRADE FOR GAROENS 12" BELOW FINISH GRADE - ?.DO 4 100~. CD's - BID SET 9 AUG 10 8 ENGINEgRING COORD 30 JIJLY 10 2 95~, 12 ~/t l0 t ORIGINAL ISSUE 5 ~ tO NO. PURPOSE DATE RELEASES SEAL \ 5lq6 -Iq.02 8.40 HP Iq + PFD Iq.2~ PREPARED BY: I I[ ," ," ,. EDM~ D. HOL~DER '% ~2 ~SCAPE ~CHITECT DESIGN, P.C. ; D~AGE ~OM B~D~G ~ NOT~ ," , / ~C~ECT SHOED ~ SITE CO~ITIONS E~[ST / I ' ~ /' PROJECT: ,' WO~ P~NT ~LE~G G~G P~ AS ~ " I s.~.... . STANTON 7. CO'CT ~ ~GAT~ D~AGE SITUATIONS T~T ~Y I , ~ ' '~"? ~ ~SIDENCE ~ACT ~~ OR B~D~GS. HOUSE & POOL LEGE~ TOP OF C~ , ~ALE BA~RIE~ - / X X X / / -', P~-CAST CONC~TED~LL8 ~G BOTTOMOFC~ TC TOPOFF~MIT OD *~1] ~,,,/ / ~'-- ~ ~ D~. X 4 BEE '"-,, ~.O SPOT ELEVA~ON ~ ~ ~ ~ ~---' BE~G C~ SET ~. 36" BELOW-, ~ BOTTOM O' tO" STE, ' ' ' ' ,..'C D '" '" "' .... 40 PVC D~AGE P~E G~E ~PED ~TH F~TER .... '-~. ~ CATCH BAS~ T~ FLOW ~,~CH ,,., ~ -x,- 7,/ EDMUND D. HOLLANDF.~ LANDSCAPE ARCHITECT DESIGN, P.C. OIL AND GlO'VEL - C,OLOR TO BE E~LEd,TED BY' OI~NER, C,ON~ t,~,C,TOR TO I~/~O"/IDE DAMPLI=D ~2I" BIT. ADPHALT BA~:~ C'OUP~E LOODt=NED ~IL BETInI~EN DTONED - DOD .JOINTD~ 4iIMIN. MIN. THIC,K IRR. EGULAR Gt~.A, NI'T'~ PAVEP. G lnl,/DF'LIT t=AC,E FINIS4: - DIZE~ 1'-6" MIN., O'-O" MAX. MIN. THIC,K DTONt= ~UDT BADE PLANTING BED OR VARIED - ½" MIN. ~" MAX C,OI'4PAC,T TO qS~ I, qHERE ~D ~OOT5 A~ NOT P~SENT - ~ ~E ~OT~ A~ ~DENT DANg A~UNP ~O~ AND THEN PILLED TO 4" -6" I,~ ~." C,t~'.JJDHED .~TONE .d,oMPAC,T~D OR UNDIDTURBED DUBGRADE OR APPROVED ALT. THK. C,OMPAC,TED, OR WNDIDTWP4DED AT TP4~E Tt44(. C,ONC,. DLA~ W THK. C,oM~AC,'T'ED DAN. D TREE t~.OOTD PP~DENT - UNDIDTURI3ED I{"~ ASPHALT PAVIN® I, NITH OIL ,$ ®RAVEL SU~FAc/,E ~ STONE P'AVIN® ON CONCRETE BASE /,~ I~.~..E®ULAt~.. STONE PAVE~..S iJ/~lTH ~ASS JTS. ~ DC, ALE, I''= I'-O" ~ DC,ALE' Ill:I lIOll ~ Dd'AL~ : I'l: I.IOII PARTIAL PLAN DETAIL 4 DINGLE MONONLITHId, LANDING DTONE - THIC,K x W-6" x 4'-0'l - PET ON MORTAR BED 2" THId,K MORTAR DE'i-rING BED, T'fP.- t=ULL DEPTH BLUEDTONE TREAD - NLAT. C'LEPT TOP $ IRP, EGULAR ~PLIT PAd,ED RIDEt~ - MORTAR IH PLAC,E V~' ~,1 JT. ~O'rTOM i P~AD ~'l THIC,K GATE POOL ENC,LODURE POST DTL. MOUNTING ANC,HOR - DEE 2/L-5.02 POURED-IN-PLAC'E C,ONC,~TE P~ALLD - ~JN~. ~ ~ BA~ I~" 0~, ~OTH . ENC,LODURE RAIL PODT - DEl= I $ 2/L-5.02 - DEE 2/L-5.12 VENEE~D d,HEEK JNALL C,AP, DAME BOTH DEE I/L-D.O2 ',I-PLAC,E C,ONC.,RE1'r= I,',L&LLD ~,IR DI'~INGER - REINF. I,N/#4 12" OC', BOTH I'NAYD, AD DHOI'flN DTONE F'AV'ER5 ~ JT.D, DEE 2/L-5.01 MADONRY DHELI--, BEYOND -- ~"rTOM 'T'REA~ LON®ITUOE 5EC, TION A¸ A #4 F~BAR ¢ 12" O.C,., BOTH - EMBED IN POOTING AD DHOI'qN FOOTING, BEYOND POUt~ED-IN-PLAC'E MONOLITHIC, C,,i~055 SEC, TION SEOTION MEP ENGINEER NAME ADDRESS 1 ADDRESS 2 CITY, STATE PHONE FAX ENVIRONMENTAL PLANNER NAME ADDRESS 2 CITY, STATE PHONE FAX 3 100~ CD's - Bm SET 9 AUG 10 2 95~. 12 }JAR 10 1 ORIGINAL ISSUE 5 ~ 10 NO, PURPOSE DATE RELEASES SEAL PREPARED BY: EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. STANTON RESIDENCE 845 MAPLE AVENUE SOUTHOLD, NY CONSTRUCTION DETAILS - PAVING L501 AUG lO ~ SEE FENCE NOTES FOP-. {~IOOD POOL ENCLOSURE ~Z~lL ~ ANCHOR DETAILS, SEE 2/L-S.O2 S" THICK, x I&~" I~IDE NY SELECT GRA¥- GP, EEN BLUESTONE ~OPIN~ W THE~HAL ~INI~HE~ TOP ~ ~PLIT ~A~E ~AL - ~IALL~ ~UT A~ NO i~ ON LA~OUT PLAN - ~" JOINTS - HO~TA~ ~T. ~ ALL ~ONN. ~lDL~tO~ ~NE~ W- HOTA~ Jt~. - HO~TA~ ~ ~ONi~¢TO~ TO BUIL~ StL. PO~T AN~HO~ ~E= =/L-~.O2 --PLANTING BE~2 - 6"-12" DEPTH TOPE~D I L POUF~ED-IN-PLACE CONCRETE J,~LL :1~ ~BAR ~ 12" C.C., BOTH I~IAYS - EPIBED IN FOOTING AS SHOHN N-PLACE CONe. FOOTING CRUSHED STONE © I;~", -~ HAX. HAEX2NRY SHELF 2"x2" NOI,'I. PICKETS 2" x S½" ~t.~E DIM. tOP RAIL ROUTERJ-=D EDGES, SE~ PIe>FILE DETAIL ~ I/L-S.II - BEND TO RADIUS 't2'-IO,~" HHERE CURVED FENCE ~,,'"'CTIONS ARE INDICATED ON LAYOUT PLAN - HOP, TIDE * i=NON INTO POET &½"x 6½" BUILT UP HOOD POSTS - SEE 2/L-S.O2 2" x S~" ~mdE DIM. BOTTOM RAIL ~V t~2UTERED EDGES, SEE Pt~2FILE DETAIL ~ I/L-S.II - BEI~D TO t~DIUS -t2'-IO~" HHERE CURVED FENCE SECTIONS ARE INDICA~t::D ON LAYOUT PLAN - MORTIBE $ TENON INTO POST RETAININ® P4ALL POOL PENCE SCALE: I" = I'-0" SECTION kNOOD CAP, AS INDICAicD IN PROFILE - SOl, EL TO POST FROM BELOW ~ I" x 2" TRUE ~IH. ~OOg ~IH ~" ~OO~ ~UA~m~-ROUND MOL~IN~ ~ DI.. ToP = _ROU, RED DETAil .ND ~HE~E 6U~ F~N~E SECTION5 A~ . ~ ON LAYOUT ~LAN - MORTISE ~ ~NON ~ INTO POST -- I~" x &~" TI~JE DIM. F~OOD FACING, BOTH INSIDE OUTSIDE OF POST SA" x 8~" TRUE DIN. ~2OP POST - CUT SLOT IN BOiJO~ OF POST TO ACCEPT ANCHOR FLANGE --BOLT THROUGH ANCHOR FLANGE $ POET - COUNTERSINK, PLUG ~ SAND EDGES, SEE PROFILE DETAIL @ I/L-S.II - BEND TO FKADIUS ~2'-IOJ~" ~HERE CURVED FENCE SECTIONS ARE INDICA~t::O ON LAYOUT PLAN - MORTISE $ TENON INTO POST I~" HT. x D" I,NIDE x A" THICK STL. ANCHOR FLANGE CONT. HELD TO "L" AS SHOP,IN - CUT BOLT HOLE.~ AS SHOHN --MAINTAIN :~" TO A" GAP BENEATH POSt- BLUESTONE HALL CAP TOP OF POUND IN PLACE CONC. FACE OF POURED IN PLACE CONC. I'~ALL IS" HT. x SI' DEEP x ¢" LENGTH HEAVY DU'T"r' STL. "LIl ANCHOR BRACKET - CUT BOLT HOLES AS SHOI/'IN DRILL HOLES AN~ ~ROUT ANCHOR BOLTS IN PLACE - GROUT B~HIND STL. "L" AS NEEDED TO SHIH BRACKET TO RIGHT POSITION OFF OF CONe. I'~ALL FACE FINISHED GRADE @ FACE OF P~LL F:RONT ELEVATION CROSS SECTION POOL ENCLOSURE RAIL ANCHOR SCALE : S" = I'-O" NOM. PICKETS, CO-PLANAR I~/FACE OF POST - SCP, E~ INTO TOP $ BOTTOM RAILS -- PLAN DETAIL ANCHOR ~OLTS FOR STL. "L" ,~NGHOR BRACKET,, SET IN GONG. HALL BLUESTONiE J%ALL CAP OVER, HAN,~ OF HOOD CAP, ABO',V'B -- TOP FAG;= OF -- FACE Of IPOURED IN PLACE CONC. I~IALL -- BOLT THROUGH ANCHOR FLANGE $ POST- GOUN I I-:¢,SINK, PLUG ~ SAND STL. ANCHOR FLANGE -- }NOOD RAILS - MORTISE ~bNON BOTH TOP ~ BO~OH ~AIL5 INTO PO~T S~" X (~J" ltV. de DIM. HOOD POSt - CUT 5LOT IN BOi JOM OF POST TO ACCEPT ANCHOR F:LANGE IA" x &Jx' TRUE DIM. HOOD FAC, lNG, BOTH INSIDE $ OUTSIDE OF POST · ANCHOR. ASSEMBLY (HEAVY BUTT' "L" ~ FLANGE HOT PIP GALVANIZED. · AT INDITE AND OUTSIDE GO~NE~ OF ~LL~lL 12" IN LENGTH A~ OFFSET PLAN~E POSITION TO 2" ~OH 51DE. (NO~ THAT ~IGHT ANCHOr5 ~lLL BE DEPENDING ON · ~O~ MAi~IAL ~ ASSEMBL~ INFO, 5BE "FENCE NO~5" ¢1/-L-5.12. · FENCE HT. 5~P5 UP A~OU~ ~A~ NEXT TO PO~H - 5~E ~LEVATION DETAIL ~ I//L-D.II. TOPSOIL TOP TREAD SAME T~PICAL I't~EAD BUT [~" NOSE TO BACK TYPICAL i I~EAD - ~'-0" I~IIDE x IS" x ~'" THICK NY STATE Gt~.EY-GR. EEN SELECT- FULL DEPTH, K'I/ IRREGULAR AND NATUt~kL CLEFT TOP - OVEta4...AP ~ NEXT it,,"4~AD BY SAME TYPICAL ~AD BUT ~D" THICt~ 5 TO FACE BOTTOM RISER MPACTED STONE SETTING BED, A5 NEEDED MIN. IS" G~A~ CRUSHED STONE OR RECYCLED FOUNDATION - FILL IN MAX. &" LIFTS ~ COHPACT TO ~B% ( OR¥ LAID E LUESTONE STEPS SCALE: S/4" = I'-O" EDMUND D. HOLLANDER LANDSCAPE ARCI-IrrECT DESIGN, P.C. ARCHITECT SURVEYOR NAME SITE CIVIL ENGINEER NAME 3 100~, CD's - BID SET 9 AUG 10 2 -BID SET 12 MAR 10 1 ORIGINAL ISSUE 5 MgR 10 NO. PURPOSE DATE RELEASES SEAL PREPARED BY: EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. STANTON RESIDENCE 845 MAPLE AVENUE SOUTHOLD, NY CONSTRUCTION DETAILS - MASONRY L502 / / / / / A $ FINI~NE~ FLOOR Iq.CO EDMUND D. HOLLANDER LANDSCAPE ARCBrrECT DESIGN, P.C. ~AI~HT EAIL ALI~NM~ENT / 6URVED I~AIL ALIE~NMENT 5ER FENCE NO i~-S ~1/-l-5.12 POOL HOUSE ~ i i~AI~HT RAIL ALIgNMeNT E~UAL, + ,~'-I" C,EN i t=R TO CENTER 11 HEIGHT OF FENCE 5TEt=5 UP E,4'-5" ~ '-eJ ARCHITECT NAME ADDRESS I SURVEYOR NAME ADDRESS 1 ADDRESS 2 P..ETAININ~ WALL. ~ POOL. FENCE ELEVATION SC, ALE : I/4" -- II-O" 5ER FENCE NOTED @1/-L-5.12 20'-0" JPOOL. F~NC,.,E ,,ELEVATION SCALE: I/4 = I-0 'f'r'PIC,AL PANEL POOL POOL ENC,LOSU~.E 6Alt- POOL HOUSE 25,-5~I,, pr:NC, r= NOTES @1/-L-5.12 45'-4~" / / / / / A 'I'~PIC,AL PANEL POOL $ FINISHED FLOOR Iq.OD POOL FENCE ELEVATION - EAST SCALE : I/4" = I'-O" I POOL t-~USE ENVIRONMEMTAL pLANNER NAME 3 100~ CD's - BID SET 9 AUG 10 2 95~. 12 MAR 10 1 ORIGINAL ISSUE 5 MAR 10 NO. PURPOSE DATE RELEASES SEAL PREPARED BY: EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. PROJECT. STANTON RESIDENCE 845 MAPLE AVENLTE SOUTHOLD, NY CONSTRUCTION DETAILS - WALL AND FENCE ELEVATIONS ~' CH£CZE0 S~: EBH CD S~.~E. AS SHO~I~! SHEET: cu.R£ L511 issue DATE 9 AUG 10 ~ AX4 STFFL POSES WITH SIMPSON HURICANE CONNECTS TO P.C. PIERS AND UNIE PEH~ mm 8' SQUARE HB~G pERMACAST COLUMNS TUSCAN CAP AND BASE, NO NECK 13 FULL COLUMNS 2 HALF COLUMNS -- 13'-10" EQUAL EQUAL EQUAL SLAB S[@NL 5TONE STONE TERRACE 1A'-2" 6'-D" SI AB STONE flAP COVERED PORCH CPi I 4 ....... ~4 EQUAL ........... SUNF DOM 5/4 X ~CCO P.C BOO,KS NA~ AND o ii . ~ ~ 3.5 X 9.5 PB HDR _R~MOVEABLE STORM/SCREEN 9,5" LVL DJ ~16'0C TAPERED - ~TONE LRADIANT HEAT PORCH STONE FLOOR- GRADE ELEVt2 O' CLOSET DININGROOM 102 - - RmOVE 105 REMO~E  Il HREPLACE --I-- RREPLACE ExIsnN¢ i IIi E~SDNG L__~_ 3.5 X 9.5 PB HDR "] F mL RO0. LIVING ROOM ORAD[ [LEV 17 75' I1( ENTRY FOYER EQUAL 3.5X9,5 BHDR BATH GRADE I NO1E: PATTERN SHAM_ BE RANDOM RECTANGULAR/SQUARES. SIZE AND QUANllTY OF STONES IN THE PAlq~RN SHALL BE AS FOLLOWS: 12"Xl8' 18"X18" (ZO%), 24'X24" (20%), 18"X24" (15~), 30"X~0"(20%), 18"X30" (15~. NO STONE SHALL BE LESS THAN 12"X18" iD1 ~ KITCHEN STONE los TERRACE EQUAL EQUAL EQUAL EQUAL ST2 PUE OUT -J ~D6 PANmY R~OVEA~LE ALUMINUM GRATE 9 -9) EQUAL ....... R~OVEA~LE ALUMINUM GRATE - OF CRADF EGRESS LADDER STUCCO WALLS OF AREA ~LIS - (EXISI1NG) SLAB STONE EGRESS ALUMINUM ORATE S~JCCO WALLS OF AREA WELTS OVERHANG OVER DOOR I EXIS~NG S~D V~ALLS [_--_-_--_--] UNE OF E~N~' NOUS~ z L/ADDER A~REA WEILS T 1~" u A1 AUGUST 9, 2010 EQUAL 11' O" EQUAL ~NOD~ MEET EGRESS REQUIREMENTS BATHROOM 214 BEDROOM 3 203 MASTER BALCONY [%_---] URR 0¢ BISllNQ ROUSE ROOF TO E~SllNO STAIRCASE BEDROOM 3 BEDROOM 3 211 213 REMO~E ~l EXIS~NO MASTER STAIRCASE SI CLOSET -' 212 J_ 208 31 / --- 7/-- 7_-o~ TO ] STAIRCASE HALL STAIR HALL OFFICE MASTER 207 4'-11" ~ 201 202 CLOSET 205 210 r 0" ii A2 AUGUST 9, 2010 [ZZZZq UNE ~F EXlS~N~ 9 9 1 I LC.C. ROOF FO~ BAY window EXISTING BEDROOM 302 %, EXBATH 303 CLOSET EXISTING RE~LACE E~SI~NC OPEN AR~ Do~ TO SECeND / DN egre~s window EXISTING OPEN AREA no.fy window r ; I u r- [ ~ ° A3 AUGUST 9, 2010 GRANE-BAW:12,0'.~ISL L I~RACOTiA lq-UE ~IEDt (~ NORTH BUILDING ELEVATION: BLISS HOUSE SCALE = 1/4"= 1'-0" CHERRY LANE BRICI( 'i/Bi[~R CHIMNEY STONE ~A]dE~R CHIMNEY SHINGLES 0~I~ EXIStiNG OR NEW IE~S]INO ,~'~T AND FASICA'S TO LAll,l AND ~ I~S. PRO~IDE ;I;sSSSjji~ BE S'IRI~ED AND REUSED IF  EDLLY Sfl~IPPED AND R[T~AIRED OR RED CEDAR PERFECtiON NEW TO MATCH EX]SlING) SHINGLE'S AT EXI~OR WN. LS O~ER EXIStiNG OR NEW ~EA1HING. $TA~NEI) OR - ,, ' ~ ~ ~ --NEW PAINIED ~5' HIGH HANDRAIL PAINIB) PER AR~ROI~D ~ _ I AND BALUSTERS SAklPLE E2DM ROOgN$ TO LOW PITCH RQI~ ~ SECllCfl ONLY I ~ ~ ........ I I I ERAD[-B,D~..17.75'ANISL I ~ I ............ CRADE-ELF~.lT.7§'ANISL A4 AUGUST 9, 2010 -- RE]) Ill)AR PERFECT[ON ROOF Sh'INOLES O~ER ~SITN$ OR ~W LAllt AND RAF1ERS. PROMDE STONE VENEER CHIMNEY E,v~SIING I)ORMERS RE]) CEDAR PERFeCtION SHINGtE3 AT EX1ERIOR WAllS OUER E~SIING ~ ~ SHEA1HING. STNNEI) OR PklN'IIt) PER APPftO~,~D SAMPLE NEW PNNll~) ~" Hlllq Htd~'~RAIL AND - EP[14 RIXI~IN9 REPLACE EXJS'ilNG AT LOW fiTCH $ECllON ONLY NEW REMOVABIF SCREEN/ IMPACT RA1ED MCI[IRE STONE ~ ~ WALLSI NEW 8'1(8" S~IJARE 'IIJSCAN IMPACT RA1E]) PICTURE ............. ~, SIllR p E].S V~NDOW TO BE kND STAIR RISERS -.~ C~UMNS BY HBIO -- WINDOW TO [tE ENGNEB~tED kND RISERS j E]'i~IN[~]I~D TO ~A'IHSTAND I TO ~IIHSTAND '1~ MPH I 120 MPH V~ND GUSTS -- I VAND C-USIS -- ~ (~ SOUTH BUILDING ELEVATION: BLISS HOUSE ~ SCALE = 1/4"= 1'-0" o © A5 AUGUST 9, 2010 RED C~DAR P~F~CBON RC~F ~INGLES OVB~ EX]$11NG OR ~ LA'Ill AND RAF"I[RS. PROMDE CON11NUOUS RIDGE VENT R~ CEDAR PERFEC11eN SHINGLES AT EXI~[~OR WALLS OVER E~S'I1NG OR NEW ~EAI)t~NG. STAINED ~ PkJN'E:D PER APPROVED SAMPL~ COVERED STONE Ifi~NEER CH.MIEY NEW REMOVAgLE SCREEN/ S1'O~dl PANE~S ~RADE-B~.16.0'~SL RED CEDAR PERFECTION ROGF SHINGLES O~R EXeS'riNG eR NEW LA1H AND RAF1ERS. PRO~IDE C~N'I1NUOUS RIDGE V~NT SHINGLES AT EXlI~IOR WALLS O~R ~SITNG OR N~ SHEklHING. ST.AJNED OR PAINI~D PER APPROVED SAMPLE 0 Il A6 AUGUST 9, 2010 TOW-ELL~. 17.85'AM~L GRAOE ELL~ 17.75'AMSL FF~-ELPL. 16,5'AM~ TOW-E].EV:18.5'NlSL n GRA1E n BARS 24'00 !,~DOa) OPPO$il~ BARS TOF-EI.EV: 8.67* ;Tf4 BARS GRAIN FR:-E].EV:lg.5'AMSL TOW-ELEV.'17.85'AMSL TOW-ELEV:,18.5'AMSL GRADE ELP~.17.75'AMSEnGRAI[ n O24'0C -- 5TO~ L.kDD~ i oPPosrE i BANS 18'0C TOF-ELFV: 8,67'AMSL DRAIN NEW 8U1LT UP ROOF PITOUa) FOR DRAINAGE ~SllNG CBUNG ,JOISTS AND RAFITRS EX]STING HOUSE BRAQ(ETS TO BE CANEFULLY RBdOV~D REPAIRED AND RE-INSTALLa) FAMILY ROOll E~SllN$ FLOOR dOISTO TOW-B~k,I&5'AMSE GRADE ELEV:.16.0'AMSL BASI~a)T · ~IICK POJRED CGRCREIE SLAB VA'Et 6X6 10/10 W.W,M. O~B{ ~ C~PACla) CLEAN SAND TOF-B '~'.&67AMSL UNDISIURBa) ,SOIL HOUSE SECTION SCALE = 1/4" = 1'-0" ~ ~' EXI~NO O~EN ~- ~.~ ~ ~'~ AREA ~ EGRE3S YlND0~ ~"t~1511N0 JOISTS SISERa) UP ^S REQUIRa) E~511NG HOUSE BRACKETS TO BE (CN~FUU.Y RB&OVa) I~PAIRa) ~AND E-INSTALLa) DOSIING JOISTS SISERa) UP AS REQUIRED U~NG ROULI EXiSllNG .JI~STS ~SERED UP AS REQUIREO ) P.C. HE~DER - SEE DETAIL BASI~IENT FFF-ELEV:lg.5'AMSL ELFV.' 16,25 AM~ GRADE ELFY. 16.0'AMSL 4' TOICK pouRED CONGREIE SEAl ~l'l 6X6 10/10 W.W. II. HOUSE SECTION SCALE = 1/4" = 1'-0" TOF-BEV:&6TAMSL FF~-EL[V:19.5'AMSL GRAN[ B.EV:17,75'AMS1. FINISHED RRST FLOOR RNISHED ~ DECK 8" SQUARE HB&G PERMACAST COLUMN 1USCAN CAP AND BASE Ra) C~AN PERFECTION ROOF SHINGLES O~R EXISllNO OR NEW LATO AN9 RAFII~5. PRO~IDE CffillNUOUS RIDGE GRADE .4 - BUILDING SECTION ~ SCALE ~ 1/2"=f-0" R~ C~ ~EC~ STN~ O~ ~S~NG OR NEW ~ING. STAIN~ GR PNN~ P~ ~ .8 RR 16" ~ ~6 ~ 16' ~ 3.5 X 9.5 PB H~ 5'-3' ~ S~E ACE ~w"x ~,. ~E BASE~T 4" ~HICK POURED CONCR'EIE SLAB TMIH 6X6 10/10 W.W.M. O~ WELL COMPACER CL.[AN SAND HOUSE SECTION SCALE = 1/4" = 1'-0" TOS-EL~.g.O'AMSL TOF-FI.EV:8,67'AMSL TOF-EtE~ &67'AMSE A7 AUGUST 9, 2010 RED CEDAR P~FEC'IION ROOF SHINGLES OVD{ EXISTING OR NEW LA'IH AND RAP I~'~, PROVIDE CONTINUOUS RID~ VENT RED CEDAR P,~-P.',;I~ON SHINGLES AT EX1ERIffi WALLS O~'ER E,~SllNG OR NEW SHEAZHING. STAINED ~R PAIN'E]) PE~ ~PRO~E]) SkUPLE TOW-ELEV:17.85'AMSL ~RAOE B.L~.17.75'A~SL BARS 24'0C BARS 18'0C ~ B~S E)QSllNC AREA MASTER SHO~ BA1HRO(3M E~S'InNG ~PED AREk MASER BEDROOM E}~SllNG JOlS1S SISIBED UP AS REQ~RED ~TCHEN F~I~¥ fioo~ S1UCCO D~SllNG ,J(XSTS SIS'11~U~) UP AS RE~IJIRED TOW.-EI~'V:. 18.5'~SL 11tlCK POURED CONCI~-'~ SLAR V~IH 6X6 10/10 W. WJ4. O~R WELL COMPACIE:D CLEAR BASEMENT ~ ~",,, FR~-ELL~, 19.5'AMSL TOW-EEEV:I&5'AM~ DRAIN HOUSE SECTION E!.L~ 18.25'AMSL TOF-ELB/:&67'NdSL RED CEDAR PE~Ft~ON ROO~ SHIN(a.~ O~A~R EXI511NO ~ LKIH AND RA~ILfl~ PROMDE CON11NUOUS RIDGE ~qT SI'GNE VI~IE~R CHIMNEY SCUPPER GR.A, DE E1B/:16.0'Ndg- TOW ELEV:15.5'AMSL 'I'm'-B.L~. 8,67AMSL LVL T,I~S WOOD PARING AND BRACKETS Fff-ELF~. I 9.5'AliSL GRADE ELB~. 17.75'AMSL ELFV:. 17,0'ABSL _ COMPACER ~AVEEL RLL RADIANT HEAT ELEV: 1_5.5'AN% TOF-B.L~. &6T,~4SL 'I'0~-ELF~,&67'AMSL (~ HOUSE SECTION L~S11NG HOUSE BRACKETS TO BE CAEi~ULLy R~OVED REPAIRED AND RE-INSTALLED ~_ OF N~ A8 AUGUST 9, 2010 RNISHED RRST FLOOR FINISHED WOOD DECK PERMACAST COLUMN 1USCAN CAP AND BASE I I ~ADE EXISllNG JOlS~ SIS'i~ED UP AS REQUII~I] TO~/.-ELD/: 14. ORADE-ELE~ 12.0'~SL TOW-ELEV:12.0'AMSL TO~-ELE~ 8,67'AMSL FFF-ELEV:.19.5'AMSL TOW-BEV:18.5'AMSL ', , -.' ,, 16'-0 .... ~, 4'-0" TOW-ELE'v~ 16.25'AMSL UNDIS1URBED SO~L ORAIN TO HEADER ~TAIL ON F1 . f' ..,., ' :':' '::/..:..:. B~S . -. ,,- . HORIZONTAL STEPPED FOOLING , F SEE DETAIL OR D2 ) TOF-ELE~ 5.2§"AMSL UMNG ROOM BASEMENT TOS-ELE~. g.O'AMSL HOUSE SECTION SCALE = 1/4" = 1'-0" ~SDNG E)~S'I1NC JOISTS S~ UP AS REQUIRED - T~ ~ JOSIS 12" OC TAPE]~ED FOR DRAINAG~ KI F~-ELEV: 19.5'ADSL BASE)4E~T 4" THICK POURED CORORE1E ~ · ~ 6X6 10/10 W.W.M. OVER VtELL COMPAC1ED CLEA~ SAND TOF-ELEV:8.67AMSL -- RADIANT HEAT SLAB IOW-ELF'V: 18.25'AMSL GRADE-ELE¥: 17.5'Ak4SL TOW E]~"V: 15.5'AMSL TdC-ELEV:&67'MJSL A9 AUGUST 9, 2010 _~~ X ~ ~ 5.5x9.25 ~ i PB HEADER / ~BEADBOARD CEILING (BACKPRIMED)  8" HB&G SQUARE COLUMN (NO SPLIT) ~lt/lllll/llllllll/Ih Y/I/I/hlll/l/lll/lllllll/IW /I/////11111: ///~ ,- 2X SLEEPERS 16" OC OVER EPDM MEMBRANE ~,f~& 5.=" SPRUN"~ , ~ BUILDING SECTION AUGUST 9,2010 SCALE 5"= f-O" MEETS NATIONAL EGRESS REQUIREMENTS 6'-11' /-10" 2'-tO' 2'-10" MEETS NATIONAL EGRESS REQUIREMENTS SECOND FLOOR FIRST FLOOR 2'-10" 2'-10" 2'-~0' 9'-10" MEETS NATIONAL EGRESS REQUIREMENTS [4} 10'-0" FIRST FLOOR 2'-10' 2'-10' 2'-10' BASEMENT SLAB 2'-10" / / / CASING CROWN AND SILL DETAILS TO MATCH EXISTING 2'-9" THIRD FLOOR @@ MEETS NATIONAL EGRESS REQUIREMENTS MEETS NATIONAL EGRESS REQUIREMENTS (~MPERED) SC1 AUGUST 9, 2010 (5) T2'-10" 2'-10" ®@@ @@ @e eeee ee 5- 8 e ® 2'-6" 2' 6" ,t / \ / \ // ® e SC2 AUGUST 9, 2010 From in g N o es: Foun d arian N ores: Table 3.1 NailingjointSChedUleDescription(Wood Framed ConsTruction Manual lgg§ SDCi NumberHigh Windof NoilslEditi°n' NaiIPagespacinq110) B U ILDIN G D ESI GN .NOTES The contractor Ts to verify ali measurements in (ha field and any discrepancies are to be ]he contracior is to verify all measurements in the field and any discrepancies ere to be brought to the ROOF NAILING ] ALLTHEASPECTSARcHiTEcTOF SHALLIHE DESIGNBE WOI1F1EDAND CONSTRUCTIONiMMEDiATELY IFOrANySI~UCIURESoF THE DESIGNsSHALL CONFORMARE NOT TONTrlwiALI TUELOCALcoDEsAND oFSTAJE]TIECODESsTATE (SEEAND RESIDENI1ALLocAL AUTHOORITIEsCODE OF NEW YORK STATE) brought to the attention of the Engineer prior to construction, attention of the Engineer prior to construction. Rafter to Top Plate (Toe -nailed) 4 - 8d per rafter z. ALL HABITABLE ROOMS SHALL HAVE A CEILING RBGHT OF NOT LFSS THAN T S". AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND Ceiling Joist to Top Plate (Toe -nailed) 4 8d per joist LAUNDRY ROOMS SHALl HAVE A DBUNG HEIGHT OF NOT LFSS THAN Wood Framing 1 - All concrete 3,500 psi after 28 days minimum. Ceiling Joist to Parallel Rafter (Face -nailed) 8 16d each lap BASEMENTS SHALL HAVE A NININUM DEILIWO HEIGHT OF 7'-0" (SEE RSDS OF NYS RESIDENTIAL CODE FOR MORE CET,~LS) Ceiling Joist Laps Over Partitions (Face -nailed) 8-16d each Jap 3 BASENENTS NTH HABITABLE SPACE AND EVERY SLEEPIND ROaN SHALL HAVE AT LEAST ONE OPENABLE EMERBENOY ESCAPE AND RESCUE 1. All lumber is to be No. 2 or better Douglas Fir Larch tN) with the following minimum 2 - All rebar ASTM A-615 Grade 60. Collar Tie to Rafter (Toe nailed) 2 1Od per tie OPENING, OPENINBS SHALl NAVE A SILl HEIGHT OF NOT BORE THAN 44" ABOVE THE HNISH FLOOR, MININUB OPENINO AREA SHALL BE 50 SDUARE specifications: Blocking to Rafter (Toe nailed) 2 - 8d each end r~ET Ar ALL GROUND FLOOR OPE~WINGS AND 5.7 SQUARE FEET AT ALl OTHER aPSN~WOS. M~WIMUN OPa~NO NDTH (20"). MWI~MUM OPEN,Wa HE~SHT 3 Footings are,lo be installed on undisturbed virgin soil, The bottoms of all footings are to be installed a Rim Board to Rafter (End Nailed) 2 - lad each end (see RSIO OF NYS RESIDENTIAL CODE FOR MORE DETAILS) Fb = 825 psi minimum of 3' below grade unless indicated otherwise. WALL FRAMING 4, NNDOW TIELLS SHALL BE DBSInNED FOR nNSE~ENTS NTH HABITABLE SPACE THE NININUN. AREA OF THE NNDOW WELL SHALL BE 9.0 SQUARE FEET FV: 95 psi NTH A MINIMUM NDTH AND HORIZONTAL PROJECTION OF ~6', WINWOW 'bELLS NTH A DEPTH GREATER TU^N 44-' SHALL HAVE A PERNANT LADDER LADDER SHALL HAVE A INSIDE ~DITI OF AT LEAST 12", SHALL PROJECT 3" FORM I~E WALL, AND BE SPACED MAXWIUB lb" APART VERaCALlY Fc perp = 625 psi 4 Rebar installed along the top of the foundation walls wi[haut windows are to be installed 10" below the top Top Plate to Top Plate (Face -nailed) 2 - t§d (1) per foot E = 1,600,000 psi of the foundation wall. RaDar installed along the top of foundation walls with windows are to be installed 3" Top Plates at Intersections (Face -nailed) 4 - 16d J2oi4,s,ts - each side (SEE SSOTIOR RB~D OF THE N~ RESICENaAL CODE FUR ~ORE DETAILS) Stad to BtBd (FacB -naiIRd) 2 - 2. All Laminated Veneer Lumber is to have the following minimum specifications: below the bgEtom of the window opening. Header to He(~der (Face -nailed) 1fid D.C. along edges s ALETHEHAB,TABLEN,N,MUM DPENANLERDO~S SHALEAREABEToPRB~DEDTHE OU~OORSNTH ANsNALIABORECATEBE 4 PERC~TGLAB'NBoFAREATHE DF'FLOORNOT AREALESS DE,NDTHAB D PERCSHT~TILA~ DF(sEETHER30~FLOORo~ AREAN~ RESIDEN~IALDE SUCH ROOMcoDE EOTI EXCEPTIONS) EVERY HABITABLE SPACE SHALL BE PROWDED ~TH HEAeNG CAPABLE OF MNNTAININO A WINIMUB ROOM TENPERATURE OF 68 DEGREES FARANHEIT, 3 FETT ABOVE THE 5 - All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Fb = 2,900 psi Top or Bottom Plate to Stud (End Nailed) 2 - 16d per 2x4 stud FLOOR AND 2 FRET FROM EXTERIDR WALLS (SEE SECt]ON R30B OF THE NTB RESlDENI1AL COLE FOR NOPE DETAILS) Fv = 290 psi 6 - The foundation contractor shall coordinate with the plumbing and electrical contractors relative to 3 16d per 2x6 stud 6. THERE SHALE BE ONE HABITABLE ROOM NTH A NINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET Fc perp = 650 psi installation of sleeves and other penetrations prior to pouring concrete. Bottom Plate to Floor Joist, Band Jo[st, End jo[st or Blocking 4 16d per 2x8 stud ALl OTHER HABITABLE WOODS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LFSS THAN 50 SQUARE FEET E = 2,000,000 psi (Toe-nailed) 2 - 16d (1,2 per foot SADITABLF SPACES SHALL NGTaE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION NITEHEH) (SEE R3TH, OF NYS RESIDENTIAL CODE FOR NOPE DETAILS) 7- ]heEngineeris to be contacted ifunacceptable ar questionablesoil is encounteredduringexcavation. FLOOR FRAMING T ALE DESIGNS SHALE BE IN. OONFORDANCE ~TH THE ENERGY CONSERVATION CODE DF NYS AND THE NYB RESIOENI]AL CODE (SEE CHAPTER 11) t All Laminated Structural Lumber is to have the following minimum specifications: Unacceptable, soil is soil containing clay and/or organic matericti. Joist to Sill, Top Plate or Girder (Toe -nailed) ~- - Bd per joist me FULLONNB GLABJNO AND INSULATION VALUES SHALL BE USED ALONG NTH THE ENERGY CONSERVATION CALCULAtiONS ' , .40 MAX CEIUNG R-VALUe. R-Fa (R-~D BAY BE USED AT SLOPED CEIUNOO TO ALLOW FOR AIR FLOW) Fb 2,800 psi 8 - Install isolaLion joints along foundation walls and aL column and other floor penetrations. Bridging to Joist (Too-nailed) 2 8d each end OL^Z~NO: u FACTOR: = Blocking to Joist (Toe nailed) 2 - 8d each end WALl R VALUE. FV = 290 psi Blocking to Sill or Top Plate (Toe-nailed) 3 - l~d each block FLOOR R-VALUE R-21 EFc perP2,100,O00 = 74-0 psiPSi 8 - Installed contraction joints in the cellar floor slab every 18' minimum. JoistLedgeronStriPLedgert° Beaird Beam(Faoo-nailBd)(Toe nailed) 33 _- 16dsd pereaChjoistJ°ist SLADBASB~ENTpERMI ER.R-VALUE'R D R(DEPTHtD OF = 9 Foundation excavalion is not to be bock filled prior to lhe installation of the floor framing. ORA~ SPACE' HmS -- Band Joist to Joist (End-nailed) 3 - 16d per joist 4. All beams fabricaled with multiple Laminated Veneer Lumber boards are to be nailed/boiled Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d (1) per foot 8, ~E EBULONNO CN~R~A WAS USED ~N THE DU~LDNN DESIDH WIWO ZONE 120 MPH (3 SECOND GUSTS) in accordance with the manufacturers specifications. 10 - Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6" lifts to ROOF SHEATHING EXPOSH,E B 95?. of maximum dry density. Structural Panels Bd (Detail sheet S-3) ERouwo, SNOW LOAD 45 PRE 5. All GPJl joist are to be installed in accordance with the manufacturers speoifications and BEAN LaAB *D PSE shall include squash blocking and web stiffeners at bearing paints on girders and other load Slab Site Preparatio.n CEILING SHEATHING bearing areas. * IhS area where the sJoh is to he installed is to be Rxaavated to the necessary elevation to meet the final Gypsum Wallboard I §d coolers J 7" edge / 10~ field o.ALL WOSlsHS RErRESENTED ARE F,RE~ERJF,11VE. iF, ENOINEERED DESIDRS ARE F-RESENT, DALDULATIONS NLL DE SUPPLER ~. All straps, connectors, plates, bolts, nails, etD. are Lo be galvanized or stainless steel, top of the s!ab elevation shown on the Architectural drawings. WALL SHEATHING ~D. WINS BORNE DEBRIS PROTECTIOR (PER R~DI.2.D2 OF THE NTB BESIDERI1AL OOOE) Designated connectors, strap etc. on these drawings are made by Simpson unless indicated , The areas' where the slabs is to be installed are to be Proof Rolled in accordance with ACI ~02.1R. The Structural Panels Bd ~" edge / 12" field ~/~ TItlDK WOOD STRUDTURAL PANELS SdALL BE PRO'AgED FOR ALE gLAZED OPENINGS. STRWOTURAL F,ANELS SHALL BB FASTENED TO THE FRAMIND IN IllE EVENT OF otherwise. All conneators, straps etD. are to be nailed/bolted in crecordanae with the 7" (SEE BOO1.2LIR EaR N.OOE DE~WILS) Engineer is,tO be notified if unacceptable soils are encounteredJ during exoavation and if Proof Rolling produces Gypsum Wallboard fid coolers edge / 10" field manufacturer's specifications, results that exceed AC1 standards. . ,, ~,1.~1;,~ ALL FRANINB SHALL BE NAILED AND FAS~ENEO IN ABOORDANCEE W]TU THE NTB RESIDENTIAL OODE ANDTHE WEDM 7. All floor sheathing is to be R~2 inch AC type plywood, tongue and groove, Wi~Lh an APA span * The excavated areas along the stem wails and footings are ~to be back filled with clean material and FLOOR SHEATHING THESEE ASICHiTEOTA~ACHEO NAIUNGSHALL BESCHEOHL~NoTIF]EDANDIMHEB~A~a y~ABTENERiFDI^~RABSANy OF TUEFORsPBGISICAIIoNSDETAILS DO NOT BErT CODE REQUIREMENTS OR IF ABDmBNAL SPECIFICAtiONS ARE REQUIREO edgesrating and°f 4.B/24.'12" ogFJ°°r sheathing shaJJfiejd ). be glued and screwed [o tho floor joists ( 8" OC mechardcalJy 'compacted with, ~ase MateridJ' ,,%,layer shown onCleanthe fiJldrawingsin BinChjs toliftS'be Each Jay(er is t° be c°mpacted t° 08~'" m°dified Pr°atOr'a compactahJe, easy to trim, granular fiji that wiJJ remain S~ructur]a'l orPanelsless Bd 6" edge /12" field 12 ALL EXTERIOR nNISHES SHALE. DEi...~IN COOFORM^NCE WOTI THE N~S BESIDE~TIAL CODE B. All ual] sheathing is to be 15/$2 inch APA Rated Exposure 1 plywood and shall bB nailed stable and supp.brt construction traffic. A clean fine-grained rnatRriai with at least 10 to 30% of par~idRs (I) Nailing~,,requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathinc~ u. ALL ROOF O'¢-d~HANGS SHALL REdlEVE (~NE LA'¢~ DE ~CE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHAND TO A MININUB OF 24" INSIDE THE OUTSIDE WALL with l Od common nails 6" OC edges and 12" OC field, passing e Np,¢ %00 sieve but not coataining silt, or organic maltRrial is recommended, is nailed on-center,, at..the panel edge to obtain higher shear capacities, nailing requirements for structural ALL UNDERLAYWENT SHALL BE NAILED DDWN ~ITH CERROSloo RESISTANT FASTENERS IN ACOORDAHCE WiTH MANUFACTURERS SErClFICAnONS members, shall he ,~ubled or alternate connectors, such as shear plates, shall be used to maintain [Dad path ~* ALL FLASHING SHALL BE SF,EQFIED BY TU~.~RCHFrECT AND/OD COOFOHN TO N'¢S RESTDENI1AL CODE (SEE BECKON RCa5 FOR ROOF COWTBNG) §. Solid blocking iD tB be installad every B' max or mid span of BII floor ioists with spans Slab Not~t~.h , /2/ Whea wall sheotfi~g is cdotinuous over connected members, the tabuleted number of nDils shall be ~5. ALE MERHANNAL STSTERS SHALL OORTORM, TO THE RYS NES~nENn^L CODE, THE BESHANNAL OOCE OF N~S AND THE FUEL DAB CBOe CE 'y, permitted to ba reduced to 1 - 16d nail per foot. ~D. PLEASE REFER TO B.E.R.S REPORT'F~)R'N.~*HANICAL AND INSULAI]ON SPEDIROATIONS exceeding 8'. * soaton j~i~,!~, . are to be instgled between the slab and the WD s. Use preformed joint filbr that is to be cut 10. Double joists are % be inst. olled below parallel walls. ~ inch below lhe slab surface and the resuNing joint is to be filled wi~h an elastomeric joint sealant. 11. Blocking is to ba instal[ad at all point load bearing points. * Contraction joints are to be installed es shown in ~he drawings and are to be ~ the thickness of the slab but , SH. ~' not less than1 inch deep. DRAWING LIS~ OF AUGUST ~, 2010 12 Walls ore to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated * ]ha welded wire re~%forcement is to be placed in the top third of the slab and is to be adequately supported . otherwise, by precast concrete bar ~Upports to assure that the reinforcement is held in position during concrete placement """ 13 Floor joists to be GPI 80 Series /11.875 and are to be installed in accordance with the and finishing. 01 NOTES SPECiFICAtiONS OCCUPANCY OR - USE IS UNLAWFUL man foaLurer's spa:caNons. STRUC J-URAL DE,AlES WITHOUT CERTIFICATE 14 - All joist and beam hangers and fasteners used on the exterior and in contact with ACQ F1 FOUNDATION PLAN RETAIN STORM WATER RUNOFIOF OCCUPANCY treated lumber are to be Simpson Type 304- or 316 Stainless Steel. ROOF NAILING SCHEDULUE ~ALL SHEATHING NAILING SCHEDULUE PURSUANT TO OHAPTER 236 12o MPa W, ND ZONE SEOON GUSTS) 120 MPH W, ND ZONE SEGOND G STS) A1 FIRST FLOOR-2LAN O T,, OW, OOB,. USE 1/2" CDX ROOF SHEATHING USE 1/2" CDX WALL SHEATHING 15 - All bolts nuts and washers are to be stainless steel or hat dipped galvanized, FASTEN WITH 80 COMMON GALVANIZED NAILS 2,FASTEN WITH 80 COMMON GALVANIZED NAILS~. ~.~--GOND FLOOR PLAN APPROVED AS HOTED 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW X 11 1/2" GA. - PATTERN AS INDICATED BELOW ¢~'~ stee d:AS, THIRD FLOOR/ ROOF PLAN .,,, ...... 765_1802 8 AM TO 4 PM FOR THE ~. All steal is to be ABTM Specification A 56 (~) / A 5 B A C K -'EEL VA TIONCERTIFICATION OF FOLLOWINg INSPECTIONS: 2. Ail bolted connections are to be made with A-525 boils. ~  -- , NAILING & CONNECTIONS 1 FOUNDATION.TWO REQUIRED FOR POURED CONCRETE 3 INSULATIONSTRAPPtNG' ELECTRICAL & CAULKING the plans. A8 BUILDING SECTIONS 5. 1/2" web stiffBners ore to be installed at all point ladd bearing points and over oil (~)--" ® A9 BUILDING SECTIONS UNDERWRITEFI$C~:RTIFICAIEiYORKREe"IREr~ENTSOFTHECODESOF"EWsTATE, ,01'RESPONSiBLEFOR column ,uppBrts. >A10 MIS C D E TAILS O 'GNORO0.,.,O,ID, 6, All welded connections ore to be done by a certified welder and conform to AWS and / A,SCstandards. P1 ?OOLHOU% PLAN AND ELEVATIONS 5. AIl weld joints are to use ETOXX electrodes. Design Loads: ~ G1 MAINGARAGE FOUNDATION AND FRAMING PLAh}S'"--: HOUSE WINDOW/DOOR 6. AII girdersplicesaretobemadeabovecolumns, Pg=2OpsfperFyreR301.2(5) -- ~ G2 GARAGE ELEVATIONS ,AND SECTIONS 7. Steel is to be prime coated. 2nd ,OOF - L,,e LaDd- dD ,,f WINDOW/DOOR -DeDdLood-15psf SC2 GARAOE AND POOL HOUSE SCHEDULE - 1st Floor Live LDad- 4D psf I ~LUMB~NG Dead Load- 15 psf ! ZONE 1 ZONE 2 ZONE 3 ZONE 4- F ZONE 5 ZONE 6 ALL~LUMBINGWA~TE Design Criteria - NYS Residential Code R301.21: and utTlized ' & WATER'LINES'NEED COMPLY WITH ALL CODES OF the methods and procedures stipulated in Chapter 2 Engineered - Wind Loads t20 mph - ASCE-7 FIELD 8" O.C. 12" O,C. 5" O.C. 4" O.C. FIELD 12" O.C. 12" O.C. TESTING'BEFORECOVERIN6 ~..~ , NEW YORK STATE & TOWN CODE~ Design and ChDpter 5 Prescriptive Design in the American Forest Dnd Paper Association Wood Frame Coostrucbon Manual I , AS REQUIRED AND CONDITIONS for One and Two Family Dwelling Units High Wind Addilion l PANEL EDGES 4" O.C. 6" O.C. 5" O.C..5" O.C. PANEL EDGES 6" O.C. 6" O.C. I ~ ~ 80UTHOLO TOW~ ZBA and ASCE 7. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE i . SOUTHOLD TOWN ?LANNING BOAr CERTIFIGATE OF OODUPANCY :, .80UTHOLD TOW~ TRusgEs SOLDER USED IN WA TER N.Y,S, DEC AUGUST 9, 20 ! 0 SUPPLY SYSTEM CANNOT EXOEED 2/10 OF :1% LEAD. ® ® ZONE 1 ZONE 21ZONE 5 ZONE FIELD 8" O,C, 12" O.C. 5" O.C, 4" O.C. PANEL EDGES 4-" O.C.16'' D.C. 5" D.C. 5" D.C. 15 15" × ~': 15" #S REINFORCING NODS AT 12" OC EACN WAY (EYP) 8 ¢ Anchor BoRs 4,000 PSI Non Shrink PedesloI 12" 12" 5' O" (OR AS NOTED ON PLANS) TYPICAL ISOLATED FOOTING DETAIL SCALE: f' f-o" Top of Footing - TOF Typical Step Footing SCALE: 1/2" = 1' 0" Detail 2X6 WALL 1J[ RIM COPPER TERMITE 5/8" ¢ X 12" LONG GALV ANCHOR BOLTS AT 32" OC MAX, 12" MAX. FROM CORNERS 2X8 ACQ SILL 11.875" TJI 568 FJ @ 16" O.C NO 5 HORIZONTAL BARS @ 28" O.C, BARS @ 12" O.C. t BENTONITE #5 ARS @ ~OF~ EXPANSION JOINT AND JOINT SEALER 1.4xl 4 WWM /4" POURED CONCRETE SLAB (3) NO 5 60 ~lO MIL POLYETHYLENE VAPOR RETARDE COMPACTABLE GRANULAR FILl_ IISS 4 x 4 xl/4 5,, 2- B ¢ Anchor J" Steel Bose Pirie 13" 2 Steel Steep Column Base PlaLe and Bolt Detail at Foundation ScDle 1"= 1' 0" No, 8 SCREWS 12" 0, C, WASREN (TYR) PL'R¥OOR PLAS3C COALED PERMANENT WOOD SCREW ANCNWIRS No, R SCREWS 12" O.C. DETAIL A TYPICAL A~ACHDENT OF PLYWOOD OPENINGS PROT.C30N TO WOOD FRAWE BUILDING A[terna[e to 120 MPIII Certified Window Installation Plywood Panel Windo~v and Door Protection for Wood Framed Buildings NTS (2) SIMPSON LSTA 21 STRAP8 SIMPSON-- HDSA AT EACH (3) 2X6 COL --(2) 2xa ACC SSTB20 AT NOTF' EACH XGC L DOWNS AT EACH END OF ALL WINDOW AND DOOR JACKS HSS 4 x 4 xl/4 2,, Anchor Bolts Ancho~SteelI Column Base Plate Anchor Bolt Detail at Walls WALL SIMPSON LSTA STRAP PLYWOOD OPENINGS PNO1ECllON, NIICKNESS DEPENDS ON WINDOW OPENING WIDTH (I) (8 # 6 NOTE. IN IJEU OF SGRFWG, LNG$ ~41R RUTS AND WASHERS MAY BE USED (2) SIMPSON LSTA 21 STRAPS 2X6 STUD WALL 16" CC 15 / 32 STRUCTURAL I PLYWOOD PANELS INSTALLED VERTICALLY DOTH SIDES OF WALL. 6" C.C. EDGE NAILING AND 12" FIELD WITH 10D NAILS 1-1/2'+ MIN. PENETRATION INTO FRAMING. BARS @ 8" 0,C. MIN CLR -ere Beam Header over Cellar Windov and Typical Window and Door Header Strapping Detail Each Cref~er V-CUl SHEAR BLOCKING SECOND FLR X FIRST BASEMENT Scde: 1"=1' 0" 2X TRIM BOARD FOR SIIEAR BLOCKING (BETWEEN JOISTS). FIELD TRIM TO MATCH JOIST DEPTH AT OU%R EDGE OF WALL OR LOCATE ON WALL TO MATCN JOIST DEPTH. MAXIMUM ALLOWABLE Vq;UT SHEAR BLOCKING AND VENTILATION HOLES SHEAR BLOCKING NTS NEW OR EXISTING NEW OR EXISTING NEW OR EXISTING ¢ 1DICK POURED CONCRET~ SLAB WITH 6X6 10/10 W,W.M. OVER WELL COMPACT, ED CLEAN SANDqU TYPICAL BUILDING SCALE: 1/4" ~ 1'-O" BOTTOM PLA ~ ~. SLrapping Detcfl ~ Wall and Sill Strapping STRAPPINO SECTION I L~V i ILAr I ~.~i~~ I SKI SK HOUSE I~AP TO APPROVED SYSTEM SANITARY RISER DIAGRAM Scale: 1/2" = 1' 0" Detail TYPICAL SHEAR DETAIL NOT TO SCALE SANITARY RISER DIAGRAM NO SCALE MAIN HOUSE D2 AUGUST 9, 2010 13 HSS 5 x 5 x ~ x ~3" x ~ B~se Anchor BoLts (5) ~ 6 ~ 3 TiE BARB WIN CLR 8~ Steel Column Base Plate and Anchor Bolt Detail Concrete Beam Header over Cellar Window Delail Sccde~ Y:I' O' fFIOS7 EO&R 19.5',~SB NEW P,C. FOUNDA~ ~.o.w.) N~ P.~ FOUNDA~ (T.O,WJ T.O.F J ELEV:&67 AMSL L ............ 1¢-o" SEEL CENIBR FOOI1N6 C~IER STEEL CENTE~ FOOLING CENIB~ ELEV:5.25 o.c. E/W ELEV:8.( 10" T.O.F ELEV:5.25 T.O.F 1f-O" 18' O" T.O.F ~i ELEV:8.67 AMSL 4'-0" 6'-0~" +/ EQUAL ::,,f a'-8~"+/ PIERS I~RCAL c~OF ~' I~1 ~1 ~ ~ '::". :- ' ,~ : ~, ': . . ~m? mm . ~-T-- / '