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Home My WebLink About35806-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 9/12/2011 CERTIFICATE OF OCCUPANCY No: 35208 Date: 9/12/2011 THIS CERTIFIES that the building ACCESSORY Location of Property: 34685 MAIN RD ORIENT, SCTM #: 473889 Sec/Block/Lot: 19.-2-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/26/2010 pursuant to which Building Permit No. 35806 dated 8/26/2010 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: accessory shed with attached one car garage as applied for. The certificate is issued to Shannon, Robert & Shannon, Arlene (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35806 12/13/10 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35806 Z Date AUGUST 26, 2010 Permission is hereby granted to: ROBERT & ARLENE SHANNON 426 EGRET LA/qE SECAUCUS,NJ 07094 for : CONSTRUCTION OF A 12 X 20 ACCESSORY SHED IN THE REAR YARD AS APPLIED FOR. REPLACES EXPIRED BP # 33686; AMENDED TO INCLUDE ACCY GARAGE12/20/1 at premises located at 34685 MAIN RD ORIENT County Tax Map No. 473889 Section 019 Block 0002 Lot No. 006.001 pursuant to application dated AUGUST 26, 2010 and approved by the Building Inspector to expire on FEBRUARY Fee S 100.00 <~~ F_~e_> 26, 2012. ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PEP. MIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PEPd~IT NO. 33686 Z Date FEBRUARY 13, 2008 Permission is hereby granted to: ROBERT H SHANNON 426 EGRET LANE SECAUCUS,NJ 07094 for : CONSTRUCTION OF 12 X 20 ACCESSORY SHED IN THE REAR YARD AS APPLIED FOR. REPLACES BP # 27105 at pr~m~ses located at 34685 MAIN RD ORIENT County Tax Map No. 473889 Section 019 Block 0002 Lot No. 006.001 pursuant to application dated FEBRUARY 13, 2008 and approved by the Building Inspector to expire on AUGUST Fee $ 100.00 ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL COMPLETION OF THE WORK AUTHORIZED) FULL PERMIT NO. 27105 Z Date MARCH 5, 2001 Permission is hereby granted to: for : ROBERT H SHANNON 426 EGRET LANE SECAUCUS,NJ 07094 NEW CONSTRUCTION OF A 12'X20' ACCESORY SHED IN THE REAR YARD AS APPLIED FOR. at premises located at 34685 County Tax Map No. 473889 Section 019 pursuant to application dated NOVEMBER Building Inspector. MAIN RD ORIENT Block 0002 Lot No. 006.001 20, 2000 and approved by the Fee $ 35.00 Authorized Signature ORIGINAL Rev. 2/19/98 APPLICATION FOR CERTIFICATE OF OCCUP, This application must be filled in by typewriter or ink and submitted to the Building 12 A. For new building or new use: 1. Form No. 6 BUILDINGTOWN DEPARTMENT HALL 765-1802 wi; , -..,, BLDG. DEPI. Final survey of property with accurate location of all buildings, p.roperty 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 Pl.auning Board Approval of completed site plan requirements. B. F°r existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and ,,pre_existing,, land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant, if a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 New Construction: Location of ProPerty: House No Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision PermitNo.. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Old or Pre-existing Building: Street Date of Permit. ~ '7~,, -/0 Date. -1(9 (check one) 'Hamlet Block Filed Map. Applicant: Underwriters Approval: Final Certificate: lot Lot: '/(check one) ~l~fffcant Signature Town Hall Annex 54375 Main Road P.O~ Box 1179 Southold, N Y 11971-0959 Telephone (631) 765-1802 Fax (63 I) 765-9502 rofler, r chert~,town.southold.ny, us BUILDING DEPARTMENT TOWN OF ISOUTItOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Shannon Address: 34715 Main Rd City: Orient St: NY Tip: 11057 Building Permit#: 35806Section: 1~7 Block: ~ Lot: ~,, I WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Arthur Ruroede Elec LicenseNo: 2334-e SITE DETAILS Office Use Only Residential I~l Ind°°r ~ Basemeflt ~ Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ OuplecRecpt ~ CeilingFixtures J~ HIOFixtureSs~ Service 3 ph Hot Water GFCI Recpt Wall Fixtures I I Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures I I CO Detectors Sub Panel NC Blower Range Recpt Fluorescent FixtureJ I Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures U TVSS Other Equipment: qlarage-shed Notes: Inspector Signature: Date: Dec 13 2010 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ]~LATION [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSFr:CTWN [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENLq'RATION REMARKS: ~ ~//~ ./~ /u~/ ~</~c~/~ DATE '~/~/~ / / INSPECTOR ~~/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~1~_ LATION [ ] FRAMING/STRAPPING [/~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS~UCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) REMARKS: ~ DATE ~ INSPECTOR r~~~ J a m esJ. Dee rkos k I, P. E 260 Deer Drive phone: (631) 774-7355 Mattituck, New York 11952 email: iamesdeerkoski(~,yahoo.com December 6th, 2010 Robert & Arlene Shannon 34685 Main Rd. Orient, New York 11957 To: Reference: Project Location: Building Permit: Town of Southold Building Department Footing Inspection of Shed and Garage Accessory Structure 34685 Main Road, Orient, NY. 11957 ~35806 Z To whom it may concern, The above shed and Garage Accessory Structure footings have been inspected and found to comply with the Building Code of New York State as referenced on Plan ~904-2009 drawn by East End Design Associates LLC. James J. Deerkoski, PE1 11-17-2010 ROUGH FRAHE & PLUHBING INSULATION PER N. Y. STATE ENERGY CODE II II II II # II II II · FO~q NO. TO~N OF SOUTltOLD BUILDING DEPARTIqENT TOWN HALL SOUTHOLD, H.Y. TEL: ~65- 1802 ~]wanined. ~l' ........ , 2010/. Approved.//..~/..~. ......... , ~'~.../. Disapproved a/c .................................. (Building Inapector) APPLICATION FOR ~UILDING PEP&lIT INSTRUCTIONS 3 SETS OF PLANS ............... SURVEY ........................ CHECK ......................... SEPTIC FORH ................... DEC ........................... TRUSTEES ...................... NOTIFY: CALL .................. MAlL TO: ................... .... .......... 20.¢.r: a. 'Ibis applicaticu muat be conpletely filled in by typewriter or in ink and aubmitted to the I~dlding Inspector 3 sets of plaax, aeextrate plot plan to scale. Fee according to ad~lule. b. Plot plan slx~aing locatian of lot and of buildings an premises, relationship to adjoining promises or peblic streets or areaa, and giving a detailed description of layout of property ntmt be dra~ an the diagram ~/nieh is pert of this application. c. 'lbe fork covered by this application my not be comenced before isatumce of Ituilding Permit. d. Upon appraval of this applieatian, the Building Inspector will iaaee a l~ilding Permit to the applicant. Str_h permit aha11 be kept tm the prm~ises available for inspection thrcughant the ~ork. e. Nb building ~dmll be occupied or used ia ffanle or in part for any purpose ~/nataver antil a Certificate of Occupancy shall ha~e been granted by the Pailding Iaapector. APPLICKflCIq IS t~I~EBY Nhll! to the Building Depart~mnt for the iaauance of a Building Permit l~rseant to the Building Zo~ Ordinance of the To~n of S~thold, Suffolk Cctmty, Ne~ York, and other applicable Lmm, Ordin~ees or Regulatioaa, for the cortstroctian of buildi~, additioaa or alteratioaa, or for rental or domlitian, aa herein described. ~ applicant agrees to ~ly wlth all applicable l~as, ordinances, buildlng etxle, hoaaing eerie, and regulati~em, and to mlmlt authorized inspectors an ptmfises and in bei ' ' ' (Signature of applicant, or name, if a corporation) (Mailing .~l&ess of applicmt) State ~bether applicant is owner, lessee, agent, architect, engineer, general eentractor, electrician, pltm~er or builak ~ of o,~ o~ p~ises .................. ../~..,..~. .......................... .~...~..~'.c&..~.~ ........................... (aa cu tim tax roll or latest deed) If applicant is a corporation, signature of d~ly authorized officer. (l'~e 'and title of corperate officer) Builders License NO .......................... Plmloers Licet~ No .......................... Electrieiana Licerme No ...................... Other Trade's License NO ..................... ~ l. ~,,,~/~.~lq~land en ~&ich proposed ~,a)rk will be doee .............................................................. ......................... < ..... z..~...~..~.....~..~ ~z~..~. ....... .~...o..,e. ~ .o...40.. ........ ..~...~<... ~..o...<...~. ....... ltotme ~r Street .o F~et cotmty Tax mp NO. 1000 Section ................/f Elock .... ~ ......... lot ...... g~/. ..... Subdivision ...................................... Filed Map NO ................ lot ............... (~) 2. State existing use and occupancy of premises and intended use and occupancy of proposed eeestroction: a. Fmisting use and occupancy .... ~.~.~..'~....~....~.. 5./.~.~ ........................................ b. Intended use and necupaney ............................ ~ .......................................... 3. l~.atore of ,,,~rk (check ~hich applicable): ~ Building . .~'~ ..... /kldition .......... Alteration .......... Repair ............ l~ral ..... ~.C~.). Demolition ............ Other l~ork ........................... 4. Estimated Cost.... ... .........~ ..... .. fee .............................................. (to be paid on filing this appllcatio~). 5. If d~lllng, ~anber of d~elling ~mlts ............ tltmher of d~elllng traits on ead~ floor If garage, nt~ber of cars ................................. ; .... 6. If busi~:~c~i~rcial or mi~d cconpaeey, specify nature and extent of end~ type of u~ ...................... v,~ns,ons o~ ~mng st~t~, i~ ~.. r~o~t ..... .~. ........ ~ar ...... ~. ....... n~oth ..../..O...t ....... tleight ........................ · Number of Stories ...................... Dimensions ot s~e strncture ~ith alterations or miditions: Front ............... Rear ............... Depth .................... Beight .................... Number ot Stories ............... 8. Dimensions of entire ne~ construction: Fret ...... O ........ Rear .... .~....~...~ ....Depth .... ./..~../. .... t~ight /O ......................... ~r of Storie.~ ...... /. ............. ~"~) ~-~'~ ~_~ Size of lot: Front .................... Rear .................... Depth .................... 10. l~te of Purchase ..... ~.~..~.~..~. ?. .... N.-rm of Former Oueer ........................................ II. Zone or use district in uhich premises are situated ...~Z~4C~ ~2. Deea proponed construction violate any zoning law, ordinance or regulation: ..... .~..~. .............. 13. 14ill lot be regreded ..... ..~'...~. ......... 14ill e~cess fill be removed Erin premises: YES ....................... ~o. ~-.a .-. ~..a~..~.. ,it t .......... ......................... ress0... ..----_ .............................. ......... 15. ls this peoperty within 300 feet o~ a tidal wetland? * YEti .......... tO ...~ .... PLOT DIAGRAH locate clearly ~d distinctly all buildings, daether existing or proposed, ned indicate all set-hack dimensions fram p~ol~rty lines. Give street and block r~nber or description according to deed, and sho~ street nmos anti indicate tSmther interior or corner lot. / -'*"-- " -- NOTIFY BUILDING DEPA-RTME~T AT OCCUN~CY OR L,iSE IS iViTHOUT C~:RTIFICATE OF OCCUF, d.:gY UNDERWRITERS CERTIFICATE REQUIRED COUNI'~ OF ...... ............. , .... .4..~2 ~.q ..r~... ...... being (~ of individual signing contract) above r~ed, 765-1802 9 AM TO 4 PM FOR THE FOLLOVVING INSPECTIONS: 1 FOUNDATION - TWO REQUIRED FOR POURED CONCR~' !1= 2. ROUGH - FRAMII';G & PLUMBING 3. INSULATION FINAL 4. __ - ~ONBTI~J,ICTION MUST BE COMPLETE FOR~.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS duly s~n~, delx~ses anti says that he is tim applicant (Contractor, ngent, corporate officer, etc.) of .~ald o~mer or o~mers, and i$ duly authorized to ~rfom or h~ ~rfo~ Om ~id ~ m~ to ~ke a~ Eite this a~lication; that ail stat~ts c~tai~ in this ~llcation are trim to tim ~st of his k~l~ and ~liefi at~l that the ~ ~ill be ~r[o~t in the mm~r ~t forth in the a~lieati~ fil~ tlm~ith. 9~rn to ~..me this ....... ........ da, Notary ~li . . . NANCY E B LY~ NOTARY PUBLIC, S~te of New Yom No 30-4655621 (Signature of Applicant) L' I . . TOWn of Southold i~Lff.~ )~ ~ Erosion, Sed,mentati°n & S~orm-Water Run'Off ASSESSMENT FOR..~ ~,~i}~ ~ _:.:m~ ::~ ~O'"G A~O~ .AY R~UI. ~. ~U...,~. lOF A ~ I/~ /~, ~ ~,[ ' ~"~TE~ G~ D~GE AND ER~N ~OL ~:~ J~ ~n ~x ~ C~K [~IKD BY A DESIGN ~=~IO~L IN THE STA~ OF H~ YO~ SCOPE OF WORK PROPOSED CONb~RUCIION b. V~nat Is the Total A,'ea d Land Clea~k~g " and/re' eround Olstu~oaoce ~.lhe pmpo~d 2~0 STATE OF NEW' YORK, ..: ____' COUNTY OF .............. .P......L~.. ................ SS rr~ # / woRK WIll mh Proj~t Rein ,~ 8~c~-Water Run-Off Genemed by a Two (2') Inch i~n~a, o" Slte,~ ~~ ~Wa~. ~ ~e In~ of Ma~al ~in any E~ an Nea In ~ss of ~e (5,~0'S.F.) ~u~ Feet of G~ ~? ~ ~ere a Naomi Wat~ ~ R~ Site? ~ ~s Pmj~ ~In ~ ~ ~ Hu~ (1~) f~t of a We~a~ ~a~? One Hundred (1~ W~I D~ays, p~ ~ moor Im~ R~ ~V~ a~ ~. 01~1~ FORM - 061'10 a~t~,...:~..~ ~.'K~..~.. ............. ~-,sad ~m d.°°~r~"k~Ex~'~Ap'"'4'~ /'~ .... ~ ~'~'~ ~] ............ Y , ~ md ~ ~t h~ h ~c app~t for p~ ~d ~h~she ~ ~e ~T ' , ~: ~-~, ~ ~-~;~} ........................................................ ....... : ....... ........................... P.O.~ 11~ *Address: · - *Cross Street: *Phone No.: Permit No.: Tax Map District: TOWN O1~ APPUCAT~ON FOIl I=LI=CTRICA~ ~NSPECTiON, *BRIEF DEscRIPTION OF WORK. (please Print..Clea'rly) Rough In:".' . 150' 200 300: 350 Number of Met~m Change Of Service PAYMENT DUE WITH' APPLICATION ;~r,~,~-/?..2~ TOWN OF SOUTHOLD PROPERTY RECORD CARD r~v~f'~ t H ~ ~tr~. r~. ~ ~,~ o nnon STRE~ ~ ~! ~ WLLAGE SUB. S J:ST. LOT ACR. TYPE OF BU LDING '/ i E,/(, He ,.~ W LAND SEAS. IMP. ~0 Acre Fillable Fillable 2 'illable 3 Voodland ,wampland ~rushland {ouse Plot VL. TOTAL Value P e~_o~ / FARM DATE J COMM. CB. MISC. / ,/z 2. :; ,/ P Mkt. Value ~/7/72 ~_//s/c/~ Value FRONTAGE ON WATER FRONTAGE ON ROAD BULKH~D M. Bldg. Extension Extension Extension Porch Porch Breezeway G S~ arage~ Patio = = r" COLOR !_ j_ TRIM Foundation Iosement Ext. Walls ~ire Place /Type Roof Recreation Roan )ormer Driveway Bath L, ~ o L ~ ,~ Dinette Floors !,~,,,~.~ ...... bo.'..~j,, K. Interior Finish Heat Rooms 1st Floor Rooms 2nd Flool FIN. B. '~ .... ' ...... T N OF SOUTHOLD PROPERTY RECORDCARD OW ~ TYPE OF BUILDING W S MISC. Mkt. Value IMP. .AND LOT . FARM coMM· CB. TOTAL DATE RKS AGE ,RM able 1 =ble 2 ]ble 3 ~dlond mplond shlond ~se Plot NORMAL Acre BUILDING cONDITION BELOW ABOVE Value Per Value FRONTAGE ON wATER :RONTAGE ON ROAD DEPTH BULKHEAD DOCK M. Bldg. Extension Extension Extension Porch Porch Breezeway Garage Patio Total COLOR TRiM t Walls Y Floors Interior Finish Heat Rooms /st Rooms 2nd Floo LR. BR. 22' Via Fax & Mail Robert H. Shannon 34715 Main Road Southeld, NY 11871 February 20, 2001 Mr. Bruno Semon Building Department Town of Southold P.O. 1179 Southold, NY 1197:1 Re: Shed Construction Permit - 34715 Main Road, Southold Dear Mr. Semon: As requested, concerning my permit for the construction of a shed on my property at 34715 Main Road. Said shed will maintain, both in rear yard and side yard, at least a minimum of :10 feet set back from the property line. Thank you for your assistance. Robert H. Shannon 74825 Main Road, P.O, Box 1675 Southeld, NY 11971 Novemberl7th, 2010 To: Re: Town of Southold Building Department Robert & Arlene Shannon Residence 34685 Main Road Orient, NY. 11957 Building Permit #35806Z SCTM # 1000-19-2-6.1 To whom it may concern, The following plans are to be amended to the Building Permit #35806Z for a shed. These plans are for a garage to be add onto the shed already located and constructed. ,This Garage has been built prior to receiving a buildin$ . permit or any inspections. I have provided you with a letter from the engineer certifying that the footings have been-~roperly installed as per the drawings. Thank you Sincerely, Brett D. Kehl East End Design Associates LLc. DEC -8 BLDG. DEPT. TOWN OF SOUTHOLD 74825 Main Road LLc., PO Box 1675, Southold, phone: (631) 477-6602 e-mail: ssbn654@optonline.net New York 1 1971 fax: (631) 466-3354 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 ~0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 30th, 2006 Robert H. Shannon 426 Egret Lane Secaucus, N.J. 07094 RE: 34685 Main Rd. SCTM # 019 0002 006.001 Dear Mr. Shannon, Please be advised that your Building Permit # 27105 issued March 5th, 2001 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $75.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-11959 Fax (631 ) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 14th, 2007 Robert H. Shannon 426 Egret Lane Secaucus, N.J. 07094 RE: 34685 Main Rd. (12' X 20' accessory shed) SCTM: 19 2 6 1 Dear Mr. Shannon, Please be advised that your Building Permit #27105 issued March 5th, 2001 expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $35.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDiNG DEPT. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 5th, 2008 Robe~&Arlene Shannon 426 Egret Lane Secaucus, N.J. 07094 RE: 34685 Main Rd. (Accessory Shed) SCTM: # 19.-2-6.1 FINAL NOTICE Dear Mr. & Mrs. Shannon, Please be advised that your Building Permit # 27105 issued March 5th, 2001 has expired According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $100.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. 'l'o~n I hdl Annex 1373 Main Road P.(). 1½ox 117!) Ikdephout' (631) 7ti,5-1802 Fax (631) 76,5 9302 BI II.DING I)I'SPARI'MI'SNT TOWN OF SOUTHOLD August llth, 2010 Robert & Arlene Shannon 426 Egret Lane Secaucus, N.& 07094 FIRST NOTICE RE: 34685 Main Rd. (12 x 20 ACCESSORY SHIED) SCTM: # 1000-19.-2-6.1 bear Mr. & Mrs. Shannon, Please be advised that your Building Permit # 33686 issued February 13th, 2008 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $100.00. At that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, $OUTHOLD TOWN BUILDING DEPT. :CrM# :000- I C/ a- i Sn divi ion: *Date Submitted: /~- ~- /o Date Reviewed: /~z cd-o ~/ o Suilding Permits (Open/Expired): BI' 3J-ga fw /~-%(P-o / -Z / C/O z-__., Info: _.s.H~-/5 BP__-Z / C/O Z- -Z / C/0 Z- , Info: BP -Z / C/0 Z-__, Info: BP -Z / C/0 Z- ]ingle& Separate Search Required? Y o~)Determination: II~Q. Lot Size: ACT. Lot Size: IJgQ. Front ACT. Front REQ Side ACT. Side ~EQ. Height· ACT. Height. · . . · %.~ . 12 '//...,~ /{ _ ~/7~_ , ~ ' - · roject D~crlptlon: c~ot- ~ . ~Oq._/ ,~' ~ / /4. ~ .... ~vater[ront? Yo(.N~ ~ I }'es, water body.'~ Panel# __ Flood Zone: Bulkhead/Bluff Distance: Estimated Cost: Zone: Conforming? ~ Pre COs? , Info: , Info: _ REQ. LOt Cov. __ ACT: Lot Cov. REQ. Rear PROP. Rear /let kDDITIONAL APPROVALS REQUIRED luffolk County Health: Yor~- If yes, *Bed#: *Date: / / *Permit#~ - If no, certification required: Y or N Received: Y or N By: DEC: e~g~necgan5 Y or~ Date: / / Permit #: louthold Trustees: Y or - Date: louthold ZBA: Y or~.. Date: /__/ louthold Planning: Y or~ Date: ['own Landmark C of A: Y o~)TE: / Permit #: Permit #: / Permit #: / / lotes: Town Septic: Y or N or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: Compliance (page 2~r N ~eNyS CODE eec Structure: :oundation: :irst Floor: ',econd Floor: )then 'oral: + Initial Fee: + Additiongl Fee ( ): SF X $ =$ + Initial Fe;; $_ + Additional Fee ( NEW YORK STATE CODE COMPLIANCE cHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CPd?ERIA: · Gro~md Snow Load: ~0 . Wind Speed; I20MPH, Seismic Design Category." B Weathering: Severe __ . .Frost Depth: 36" -__ Termite: M-H ' ' Decay: D~ign Temp: 11 __ 'Ice Shield Underlay: YI~ ~ lqlood Hazai'ds: USE/OCCUPANCY CLASSIFICATION: HEIGI:IT/FIRE AREA: . ,, TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE FULL FR:AMYNG DESIGN ELEMENTS: y/N HEADERS: ¥/N WALL STUDs: CEILING JOISTS: ¥/l'4 FLOOR JOISTS: LUD~BER SPECIES AND GILADE: Y/N GIILDERS: Y/N ROOF RAFTERS: WI]qDOW AND DOOR SCHEDULE! ,NIISSLE TEST ILEQUI1LEMENTS: Y/N EGRESS 5.7 S.F.: Y/IN LIGHT 8% :Y/N ~rENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGKESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF Fll~ PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIYlCATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?0/N (RETURN TO PAGE ONE) BUILDING PERMIT REVIEW CHECK LIST APPLICANT NAME: DATE REVIEWED: ~ / .~,~/~,* DATE SUBMITTED: /~/,*K/at SCTM#--- DISTRICT: 1,000 SECTION: /5 BLOCK: .2- LOT: ~'. / PROJECT LOCATION STREET: ~ 4 ~' O SUBD1V. NAME: ARCHITECT / ENGINEER: CERTIFICATION-REQUIRED: YES oR ~'~/NOTES: SINGLE & SEPARATE FAST TRACK: YES oO ZONING: PERMITE~ATEAMOUNT: $ ,~t~,~ .00 ZONING DISTRICT~'R40, ~80, AC, - CONFORMING: YES OR NO WHERE ACTUAL LOT SIZE FROM?~x~"~ REQUIRED REQUIRED FRONT: ' PROPOSED: ' SIDE YD: ~ '/ ' PROPOSED: LOT COVERAGE: ALLOWED: % EXISTING: sf % REQUIRED LOT SIZE: .SQl ACTUAL LOT SIZE: '~2¢ SQ REQUIRED '/ ' REAR:/~3 ' PROPOSED: NEW: sf % TOTAL:~.3~O sfS??da CORNER? YES oR ~/ WAT ER FRONT? YES OR~__._O~J~ DESCRIPTION: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at any time after July 1, 1983.) PROJECT DESCRIPTION: ADD ,ALT,~OR N/D: gr~ ~'~ff. .,2~ /.2-- AGENCY PERMITS REQUIRED FOR REVIEW NEEDED TOWN SPETIC PERMIT: YES or~-~ SUFFOLK COUNTY HEALTH DEPT: YES or ~ (BED #): DTE: / / PERMIT #:RI0- NEW YORK STATE DEC: vnz-nzc 9/u?s YES or~ SOUTHOLD TOWN TRUST~ YES or ~ TOWN ZONING BOARD APPROVAL: YES or~ TOWN PLAN. BOARD APPROVAL: YES orl~LOY FLOOD COMPLIANCE ZONE: v,~-vm~ 3/~/~0 PANEL #: NYS ENE~RGY: YES OR NO : ,.1/~_ EGRESS: ,~,,~ VENT: NOTES:/~'/°"'~r~ 5/2,- o't~2~/ - ? - ~-¢w --~e-r~.,,OO'c /., v, , /i ,..../ 1' ( ' FLOOD ZONE: ~( , LIGHT: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR : .)'gO SF SECOND FLR : SF TOTAL: SF TOT( fl~ SF)-( ~dO SF)= ~ SFX$ =$ +$ INIT OTHER TOTAL FEE FEE FEE ,'4 Lane & Rt. 48, Peconic 11958 1 ) 765~3090 Fax 765-5808 1685 Rt. 58, Riverhead, NY I (631 ) 72 Fax¸ Everything in this Catalog is Built in Peconic or Riverhead. All of our double doors are 5' wide with ! 2" hook and eyes. Extra Heavy Gauge Galvanized Hinges with Solid Brass Pin. If It's Bu Le Great Outdoors then it's Built by North Fork Wood Design and Long Island Sheds in Our l~econic or Riverhead Factory! BUILDiNG CONSTRUCTION NOTES: Do not scaIedrawmgs. 6 Thc engineer shall be responsible for the content or these thawings only He shall not be held responsible fm any materials, woLkmarmhlp, means or methods of construction. The engineer shall not be held responsible for the design or installaBon of materials and equipment: Electrical, Rlttmbthg, Heatthg, Ventilation, A~: Condthonlng, or any otber system not specificaSy contained th these drawings, Electric constmctton is to eonthrm to the Nauonal Eleemc Code, Builthng Code of New York State, mad Vdlage of GreenporX Electric ~equirem~nts. 8, Plambthg is to conth~m to file County and Local Health Department requirements, and Braiding Code a£New York State. Ali beat producblg equipment shall be inslalled m accordance w~th Buddthg Code oPNew York State and manuthcmre~s specificattons, 10 AIl electrical and mechanmal equlpment ~s to be elevated to FEMA reqmrements and NYS Code as reqmred. 11 Limltatmn of Professional Lmbili[y. By acceptance and use of these plans the owner / builder / agent agrees to hm~t the liability u£ East End Demgn Assocmtes LLC, and thmr draflrsmen due to neglecg acts of error, such that the total aggregate babthty of East End Design Assnmates LLC. and there draltsmen shall not exceed 50% of the total fee for servmes rendered on this project excluding East End A~soctates LLC. expenses such as hthepnnt 12 All of our floor plans and elevations are protected under thderai copyright law. No plan may be reproduced or reconstructed 13 Oumer / Contractor must yenfy any site spemfic requirements for the constructton such as Eood zone requirements, otc- 14 Acceptance o£ these drawings does not authorize the right 1o build wltbout the authonzatmn of local govermng agencies, such as Suffthk County Dept, o f Health Servlces, Town Buildthg Deparfments, DEC, FEMA, etc. Verify all condglons, codes, and 15 ~w~¢r/C~ntra~tormustven~agn~tad~ns~ndconsm~d~nspem~cat~nsandensurethataS~ns~m~n~nmeets~rex~eedstheBu~dthgCode of New York State, ASCE s TANDA]?~S (SEI / ASCE %98) 16 Accept&ncc o£ these drawthgs does not authodze the right to build without the authofizaBon of local governing agencies, such as Su£thth C°unty Deparhnent o£ Hough Services, Town Bmldthg Departments, DEC, FEMA, etc. Verify all Conthttons, codes, and requirements with such GROUND WINED LOADSNOW SPEED (mph) 45 Ibs/eqftI 120 (mph) OESIGN CRITERIA SEISMIC DESIGN CATEGORY PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-5 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE CROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT. BUILDING THE VERTICAL D~STANCE PROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE = !7'-~d' AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL CLIMATIC ANg GEOGRAPHIC DESIGN CRITERIA SUSdECT TO DAMAGE FROM WINTER FROST LiNE MODERATE TO HEAVY SLIGHT BESrGN DEPTH TERMITE DECAY ~EMP, 3'-0" TO MODERATE Il.degrees ICE SHIELD MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) FLOOD WIND EXPOSURE HAZARDS CATEGORY 1984/1998 USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS SO 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 ALL EST, DECK FRAMING MATERIAL AREAS OF STRUCTURE DRAWL SPACE NA CASEMENT NA IRST FLOOR STORAGE 240 sq, fi, SECOND FLOOR NA 3ONUS ROOM NA ~ALCONY NA _OFT NA ATTIC (SOUSE)to) NA ATTIC (HOUSE)(b) NA GARAGE 240 sq ft ATTIC (GARAGE)to) NA ATTIC (GARAGE)(b) NA SCREENED PORCHES NA S~NROOM NA BECKS NA COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSE/ CABANA NA ACCESSORY STRUCTURE NA to) WITHOUT STORAGE (b) WI~ STORAGE DOUGLAS FIR - LARCH #2 AND BETTER ACQ NC PINE #2 AND BETTER o) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA, b) NO STORAGE WITH ROOF SLOPE NOT OVER B UNITS IN 12 UNITS, c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LiVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE ~NCHES, WHICHEVER PRODUCES THE GREATER STRESSES d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION RSO2A01 e) SEE SECTION RS02 21 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402,2 MINIMUM SPECIFIED COMPRESSIVE STRENCTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH to) (lc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (¢) GRADE, EXCEPT GARAGE FLOOR SLABS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR Sh 1 POUND PER SQUARE INCH + § 895 kpo (e) AT 28 DAYS PSI (b) SEE TABLE R501,2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUC~ON SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED TOTAL AiR CONTENT (PgRCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT (e) SEE SEC~ON R4022 FOR MINIMUM DEMENT CONTENT, T1JTItlLL pervious soil pervious soil wooded area FR. SHED~. 12 perwous soil 32 ~ FR. GAJ~AGE ~ras! I Note' All exisEng grades are to remain I pervioussoi] porvioussoil pervioussoll pervious sob perwous gob wooded area perviou~ soil pervious soil DuvALL EST. NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY REQUIRED AMOUNT CALCULATED FOR EACH CASE. AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND AND THE AMERICAN FOREST & PAPER ASSOCIATION FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO NOTE: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP HAVE NOT BEEN RETAINED TO PROVIDED TO THIS JOB SITE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE OF THE AMERICAN FOREST & PAPER ASSOCIATION FAMILY DWELLINGS, 200~ SBC HIGH WIND EDITION. NO SUBSTITUTIONS Ali framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. No substitutions are approved or authorized. Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null end void, and will result in the installer/contractor assuming responsibility for the design end performance of the entire system. SITE PLAN FOR ROBERT SHANNON AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCTM: 1000-19-2-6.1 SCALE: 1"=30' AREA = 48,839 S.F. 0.1 ^CRE) PROPERTY SURVEYED - MAR 21,1991 AMENDED JUN. I 1, i991 AMENDED JULY 25, 1991 MONUMENT LOCATION OF BUILDINGS BEING PERMITTED 1) No smckpillng of soil will be require on this site. 2) Any stockpiling of soil wUl requke hay bales and silt screen protection around the per[meter of the consWucdon area 3) No re-grading of thc site ~s required 4) All roof runoff Is to be contained on site and allowed to absorbed into the pemeable soil SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY RODERICK VAN TUYL, PC. LICENSED LAND SURVEYOR RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, ELECTRICAL INSPECTION REQUIRED COMPLY WFfH ALL CODES OF NEW YOF;K STATE & TOWN CODES AS REQUIRED AN~ CCLN~NZFqDki~,~.E~F-- ,, t b~OLD TOWN ZBA . - SOUTHOLD NrNG BOARD ......... ~S DEC APPROVEDASNOTED NOTIFY BUILDING DEPARTMENT AT 785-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH-ERAMiNG, PLUMBiNG, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 FINAL*CONSTRUCTION&ELECTRiCAL MUST BE COMPLETE FOR CO ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORKSTATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Acceptonce of these drawings does not outhorize the right to build w~thout the outh0rlzobon of Ioo~1 governing ogencies, such os Suffolk County Dept. of Heolth Services, Town Building Deportments, DEC, FEMA, otc, Verify ~rl conditions, codes, end requirements with such ogencies prior to construction PROJECT TITLE & LOCATION: SHANNON RESIDENCE MAIN RD. ORIENT, NY. 11957 WORKNOTES: (Notes shall be considered typical for items identified and sh~ll apply to oil same and similar conditions or Ioc~tions, oil Iocohons may not be noted,) Acceptance of these drawings does not autholize the right to bund without the authorization of local govermng agencies, such as SuffoLk Crumby Deph of Health So,vines, Town Budding Depariments, DEC, FEMA, etc. Ven~ all conditions, codes, and requirements with such agencies prior to construction. SHEET NAME: GENERAL NOTES OWNERSHIP AND USE OF DRAWINGS: l~ These drawings end spec~ficmUons including~the Fdems, design (]nd orrongements represented therein, ore the property of Ernst End Design Associmtes, LLC, No part thereof shell be copied, disclosed to others or used in connection with tiny work or proiect other then for which they h(]ve been prepmred without written consent of Emst End Design Associmtes, LLC PROJECT NO: 90~-2009 DRAWN BY: BDK SCALE: 1/4" = 1'-0" DATE: 06-05-09 SHEET INDEX: A101 MODEL NO MODEL NO LFTA MODEL NO MODEL NO HGAIOKT SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION FASTENERS DIMENSIONS (TOTAL) ALLOWABLE LOADS LATERAL UPLIFT (135/160) NOTE: REFER TO SIMPSON WOOD CONSTRUCqON CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS (155) LENGTH OF BOLT IN WOOD MEMBER (133 / 160) SO, PINe ALLOWABLE LOADS DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS FAS~NERS CUT LENGTH (TOTAL) CLEAR SPAN +31" DIMENSIONS FASTENERS HEADERS FASTENERS LFTA LFTA LFTA LIP4 LTP4 CODE ELF, 7, 40, 127 CODE 7, 40, 90 CODE REF, 24" (DF/Sp) (133) 7, 40, 90 CODE REF. 7, 40, 127 NOTE, ALL HANGERS TO BE USED ON THIS PROJECT ARE TO 8E TOP MOUNTED UNLESS OTHERWISE NOTED, FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AU~rlORIZA~ON DY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABILITIES ON THE CONTRACTOR, MTS16 MTS16 HD2A DETAIL "A" LFTA HD2A DETAIL "D" Simpson Strong Tie ROD SYSTEM SHEATHING NOTES: TAKE-UP WASHER NW- COUPLER NUT SIMPSON TAKE-UP WASHER BP4 DETAIL "E" SP4 HUB21 0-2 Equal number of specified nGils in eoch end Simpson CS16 DETAIL "H" Strong-Tie MTS20 LTS20 LSTA21 SP4 DETAIL "F" DETAIl, "G" LSTA21 LSTA21 NO SUBSTITUTIONS Simpson Strong-Tie LUS46 DETAIL 'T' DETAIL "J" Simpson Strong-Tie HGAIO DETAIL "K" SIMPSON TAKE-UP WASHER "xl 2 SIMPSON TAKE-UP WASHER COUPLER NUT SIMPSON TAKE-UP ANCHOR Simpson Strong-Tie Floor to Floor Connections DETAIl, "B" LTP4 ALL SHEATHI~qG TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION, (1) SHEATHINIG TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (¢) SHEATHING TO BE NAILED TO TOP PLATE LTP4 DETAIL Simpson Strong-Tie Floor-to-Floor Connections NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION, NOTE; EAST END DESIGN ASSOCIATES, LLC, AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER iNSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDES TO THIS JOB SITE, Acceptance of these drawings daes not authorize the right to build without the outhorizotlon of local governing agencies, such as Suffolk County Dept. of Health Services, Town Buddlng Deportments, DEC, FEMA, etc, Verify oil conditions, codes, and requirements with such agencies prior to construction, All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. No substitutions ore approved or authorized, Due to the relationships of framing hardware to the other components of the structure, any framing hordware substituUons will render these plons null Grid void, ond will result in the Instoller/controctor ossumTng responsibility for the design ond performonce of the entire system, DETAIL "L" ALTERNATE RIDGE STRAPPING ALL CATHEDRAL LOCATIONS. SIMPSON MSIA24 STRAP TIE TO BE INSTALLED 16" DC (ON EVERY RAFTER) PROVIDE 2x6 COLLAR TIE UNDER RIDGE DETAIL TO BE USED IN DETAIL "M" NAIL USINO (4) 100 NAILS TO EACH END OF COLLAR TIE UNDER RIDOE- WASHER BOLTS PROJECT TITLE & LOCATION: SHANNON RESIDENCE MAIN RD. ORIENT, NY. 11957 WORKNOTES: ~otes shaft be considered typlcol for items identified ond ODDLY to all some Grid similor conditions or Iocotions; oll iocotions moy not be noted,) Accept~mce of these drawings does not authorLze the fight to build without the authorization of local governing agencies, such as Suffoth County Dept. of Health Services, Town Building Deparmaents, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies pdor to consecuetion. EAST END DESIGN ASSOCIATES, zLc PO Box1675 Sou/hold, New York 11971 SHEET NAME: SIMPSON WlNDLOAD CHARTS & CALC. & STRONG-TIE OWNERSHIP AND USE OF DRAWINGS These drawings and specifications including the ~deos, design and arrangements represented therein, ore the property of Lost End Deslgn Associates, LLC No part thereof shall be copied, disclosed to others or used in connect[on with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, PROJECT NO: 904-2009 DRAWN BY: BDK SCALE: ~/4"= u o" 3ATE: 06 05-09 SHEET INDEX: A102 FOOTING 20' LOCATION OF TYPICAL FOOTING TYPICAL //~ 4x4 ACQ GIRDER ACO GIRDER TYPICAL FOOTING 4x~- ACQ GIRDER -- NEW GARAGE ADDITION EXISTING PERMI%I ED FOOTING PRE-ASSEMBLED SHED D GIRDER ¢x4 ACQ GIRDER ./- Pervious Stone Floor o~ ACQ GIRDER TYPICAL ICAL FOOTING FOOTING FOOTING GIRDER GIRDER 8068OD FOUNDATION PLAN / ANCHOR LOCATIONS FOOTING OF HDEA FOOTING OF HDEA FOOTING OF HD5A FOOTING OF HDEA 12' ~2x8 LEDGER 2O 2x10 GIRDER w/ ~9~~ LVL GIRDER-- I NEW GARAGE ADDITION EXISTING PERMITTED PRE-ASSEMBLED SHED CONFORMING TO ALL N.Y. STATE CODES. lJ"x 9~" LVL Girder l~"x ga" LVL Girder RIDGE BEAM W/2xlO GIRDER BENEATH AND PLATED ~" CDX OOD 2x4 RAFTERS-16" cc, 8068DD 20' ACQ POSTS PROJECT TITLE & LOCATION: SHANNON RESIDENCE MAIN RD. ORIENT, NY. 11957 WORKNOTES: (Notes shell be considered typical for items ~denUfled Grid shqll apply to all some and slmilor conditions or Iocotlons; all locations may not be noted.) REV, 11 18-10 FLOOR PLAN EXISTING PERMITTED PRE-ASSEMBLED SHED SOUTH ELEVATION NEW GARAGE EXISTING PERMI~ED ADDITION PRE ASSEMBLED SHED NORTH ELEVATION SILL ~" ACQ SUBFLOOR 2x4 ACQ FLOOR JOISTS 4x4 ACQ GIRDER WIRE CONNECTING ANCHOR BOLT TO REBAR 36" SONA TUBE FILLED WITH CONCRETE WITH 16"X ~" GALV ANCHOR BOLTS ATTACHED TO #5 REBAR BOTTOM OF FOOTING TO BE 3'-0" BELOW FINAL GRADE TYPICAL FOOTING "A" 4"x4"ACQ POST XGRADE 24"x 24"x 8"CONCRETE FOOTING MIN 5'-0" BELOW FINAL GRADE TYPICAL FOOTING "B" WEST ELEVATION TION EAST ELEVATION SIMPSON HDSA HOLDOWN ~" CDX ROOF SHEATHING FIBERGLASS ROOF SHINGLES 15# FELT- 2x8 RIDGE FIBERGLASS ROOF 15# ~" CDX ROOF SHEATHING 2x4 RAFTERS 16"oc DBL. 2X4 TOP PLATE ACQ POST ~'xE" GALVANIZED CARRIAGE BOLT W/NUT AND WASHER JDEA SIMPSON HOLDOWN ga" LVL Girder 2X6 RIDGE ga" LVL Girder ~" CDX ROOF SHEATHING 2x4 RAFTERS 1E"oc. HB HURRICANE TIE OR EQUAL GIRDER w/ 24"x 24"x B"CONCRETE FOOTING MIN. 3'-0" BELOW FINAL GRADE HIGH STRENGTH THREADED ANCHOR FOR CONCRETE MASONRY TYPICAL FOOTING TO POST ANCHOR DETAIL CROSS SECTION ROOF SHINGLES FELT CDX ROOF SHEATHING RAFTERS 16"oc. H5 HURRICANE TIE OR EQUAL FASCIA LEDGER HORIZONTAL BRACE T-111 SHEATHING (SIDING) -- 4x4 ACQ VERTICAL POSTS 4'-0"oc. HURRICANE CROSS BRACING STRAP J"xE" GALVANIZED CARRIAGE BOLT W/NUT AND WASHER ACQ POST SIMPSON HOLDOWN 24"x B"CONCRETE FOOTING MIN. 5'-0" BELOW FINAL GRADE HIGH STRENGTH THREADED ANCHOR FOR CONCRETE MASONRY Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, otc, Verify ~11 conditions, codes, and requirements with such agencies prior to construction, I ~I~:EAST END DESIGN ASSOCIATES, LLC PO Box 1675 Southold, NewYork 11971 SHEET NAME: SHED / GARAGE FOUNDATION / FLOOR PLAN ELEVATIONS AND CROSS SECTION OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: 904-2009 DRAWN BY: BDK SCALE: 1/4" -- 1'--0" DATE: 06-05-09 SHEET INDEX: A103