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HomeMy WebLinkAbout34015-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 3/3/2011 CERTIFICATE OF OCCUPANCY No: 34848 Date: 3/1/2011 THIS CERTIFIES that the building ACCESSORY Location of Property: 4170 INDIAN NECK LA PECONIC, SCTM #: 473889 Sec/Block/Lot: 98.-1-27.1 Subdivision: Filed Map No. conforms substantially to thc Application for Building Permit heretofore 5/16/2008 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of thc applicable provisions of the law. Thc occupancy for Lot No. filed in this officed dated 34015 dated 6/26/2008 which this certificate is issued is: Accessory horse stable as applied for. (Noted as Building 17 on S.C.H.D. survey). The certificate is issued to 4170 Indian Neck Ln Hldgs (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/22/11 C10-09-0013 1/24/1 l 09-191 12/30/09 ,, ~ Berts. and Plu~C_orp '~th~ '~i~lature 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) P~IT NO. 34015 Z Date JUNE 26, 2008 Permission is hereby granted to: 4170 INDIAN NECK LANE HOLDINGS PO BOX 383 PECONIC,NY 11958 for : CONSTRUCTION OF THREE ACCESSORY HORSE STABLES FOR PERSONAL USE AS APPLIED FOR. THREE COS REQUIRED. at pr~m~ses located at 4170 INDIAN NECK LA County Tax ~ap No. 473889 Section 098 Block pursuant to application dated MAY 16, 2008 PECONIC 0001 Lot No. 027.001 and approved by the Building Inspector to exq~ire --: on DEOEMB .R 26, 2009. Fee S 6,316.80 --~~~i/~e ~r d e ORIGINAL Rev. 5/8/02 Town of Southold Annex 54375 Main Road Southold, New York 11971 3/3/2011 CERTIFICATE OF OCCUPANCY No: 3484c1 THIS CERTIFIES that the building Location of Property: Date: 3/1/2011 ACCESSORY 4170 INDIAN NECK LA PECONIC, SCTM #: 473889 Sec/Block/Lot: 98.-1-27.1 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 5/16/2008 pursuant to which Building Permit No. 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 horse stable as applied for. {Noted as Building 18 on S.C.H.D. survey). Lot No. filed in this officed dated 34015 dated 6/26/2008 The certificate is issued to 4170 Indian Neck Ln Hldgs (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/22/11 C10-09-0013 1/24/11 09-191 12/30/09 )~ Bertsand Plumbing Corp ture Town of Southold Annex 54375 Main Road Southold, New York 11971 3/2/2011 CERTIFICATE OF OCCUPANCY No: 34850 Date: 3/1/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ACCESSORY 4170 INDIAN NECK LA PECONIC, Sec/Block/Lot: 98.-1-27.1 Filed Map No. conforms substantially to the Application for Building Permit heretofore 5/16/2008 pursuant to which Building Permit No. 34015 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 horse stable as applied for. (Noted as Building 19 on S.C.H.D. survey) Lot No. filed in this officed dated dated 6/26/2008 The certificate is issued to 4170 Indian Neck Ln Hldgs (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/22/11 C10-09-0013 1/24/11 09-191 12/30/09 rePlumbing Corp Form No. 6 TOWN OF SOUTHOLD · · BUILDING DEPARTMEN~'//"~ } TOWN HALL 765_,802 III}11 1fll fill d b fo~l A. For new building or new use: 1. ~ng: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board o f Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa 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: X/~ Old or Pre-existing Building: LocationofProperty: ,ql70 ;r lOr- M c-JZ_ House No. Street (check one) Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ~" Block Subdivision Permit No. DateofPermit. 4-Z~-~ Lot Lot: Health Dept. Approval: L Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ [ ~tT>'~,a~ Underwriters Approval: Final Certificate: ,~ (check one) c.~ '~/~/Z~pl~c~3~gna~urg EAST END INSPECTION AGENCY, LLC RO. BOX 35 EAST OUOGUE, NEVV YORK 11942 631-594-2272 Fax 631-594-2272 vvvvw, eastendinspections, org CERTIFICATE OF ELECTRICAL COMPLIANCE Owner Bevevedre Property Management Address:2299 North SeG Rd. Southampton, NY 11968 Ce~ No.09_193 L0c~lonofPro~ert~lnsDe~ed Horse Barn #3--- 3850 Indian Neck Lane, Cutchogue, NY L~atlonCro~sStrsetT.=R]tp'= ~R_ SCTM#(Ea~II~ble}DI~ Sec__Bilk__Lot__ (Xj Commercial ( ) Residential ( ) Industrial ( ) Other ()Basement (~[lstFIoor (~2ndFIoor ()3~d Floor ()6arage ()$wimmlngPool ()HotTub ()Service (X)New ( )Addition ( )Renovation ( )EiactricalSurvey ( )OtherT4n?-== ~.,,-,~ Receptacles Switches Fixture Outiats Inca~iascent Fixtures (12) (17) (37) (9) GFCl Dishwasher Washer Dryer (8) Ball Tran$ Dimmers Unit Haater~ Hot Water Heater Elec. (2)6'(1)4' Special Recap Track Lighting Pool Pump Pool Heater ( 2 ) 20amp CO Detectors Size Sar~lca Snake Detectom NC Units Service Dlsconneots Ot~r (4)speed control Sewl~ Metem Flourescent Fixtures (28) Range Furnace Motors Pool Light 0th Fix Celllag Fans (2) Multi Outlets ( 1 ) 20amp Time Clock Other Olher ( 2 ) Emergency (1)Exit .Sel~lce Conductom SEe/Phase Service Underground Service OVerhead Other (1) 14-200 Other Other (1) 14/3f~ture Installer: Cell Electr~ Electrical Inspe~ Lic. #10 2 2 R E= ~[ · ~ · EAST END INSPECTION AGENCY, LLC RO. BOX 35 EAST QUOGUE, NE-WV YORK 11942 ~31-594-2272 Fax 631-§94-2272 vvww. eastendinspections.org CERTIFICATE OF ELECTRICAL COMPLIANCE Owner Revnv~.'. D'~'nn~'l-v ~nnagement Dato:n~,~.mhpr Address: 2?.qcj Nr~'~h ~n g~ Cart. No. 0~)-1~ Southampt~ono NY 11968 Location of ProDel~v [rt$oected Horse Barn ~2 - 3850 Indian Neck Lane, Cutchogue, NY Location Cross Street Leslie ' s Rd. SCTM# (If applicable) 'Diet Sec Bla~k____Lct (~ Commercial ( ) Renlchmt~l ( ) Indu~al ( ) Other ( ).asemem (:¢letFIoor {~2n4Fleor ()SrdFIocr ()Garage ()$¥4mml.gPoal ( )HotTub Receptacles Switches Fixture Outlet~ Incandescent Fixtures Floumscent Fixtures Oth Fix (11) (21) (21) (56) (35) GFCI Dishwasher Washer Dryer Range Ceiling Fane (8) Bell Trans Dimmers Unit Heatam Hot Water Heater Furnace Motors M~I~ ~:)utlets ~lect~lc(6) 6' (1)4.5N~ Special Rscep Track Lighting Pool Pump Pool Heater Pool Light Time Clock ( 8 ) 20amp CO Detectors Smoke Detector~ AJC Units Other Other Other (2)14/2~uture (6)speed control (1)gzlt Size Service Service Disconnects Service Meters ~arvlce Conductors Size/Phase Service Underground Service Overhead Othe~ Other Oth~' (1 ) 1 6-200 (1)Emergency Installer: Ce[± ~ Lic.# 1 02~E Electrl;al Inspect : %, Feb 22 2011 iO:llRM CELI ELECTRIC E~. E~= ~, EAST END INSPECTION AGENCY, I_LC Re. BOX 35 EAST QUOGUE, NEW YORK '11942 631-{594-2272 Fax 631-594-2272 www. eastendinspectlons.org CERTIFICATE OF ELECTRICAL COMPLIANCE Owner R.v.v~r. p'rn~o'~.~-,! Yanagement Add.ss:2299 North Sea Rd. Southampton. Ny 11968 Da~: De.~m~r 3rt.?q99 Ce~.No. 09-191 LogatlonofProoertvlnsoe~ed Horse Barn #1-- 3850 Indian Neck Lane, Cutchogue, NY 11935 LocalonCroseStmetLesliets ~d_ SCTM#(Ifa~II~ Dl~__~c__~l~k__L~__ K) Commercial ( ) Realdentlal ( ) Industrial ( ) Other ()Basement (~tstFIoor (~2ndFIoor ()3rdFIoor ()Garage (}SwimmlngPool ( )HotTub ()Service ~)New (}Addition ()Renovation ()Ele~.'trlcalSurvey (X)OtherHor;~_ Receptacles Switches Fixture Outlets Incande~,ent Fixtures (12) (13) . (_12) 36) GFCI Diahwasrmr Washer Dryer( (10) Bell Trees Dimmers Unit Heaters Hot Water Heater (1) 4.5kw Special Re;ap Traok Lighting Po~l Pump Peel Heater Floumecont Fixtures Otb Fix Range ( 24 ) Ceiling Fans FurnaCe Motors Multi Outlets Pool Light Time Clock C0 Dat~ctors Smoke Detectors A/C Units Other ]~1 e¢o ~[eat (3)6' Size Service Service Disconnects Service Meters Other Other (4)speed control (1)12/2 ,,Service C~nductors Size/Phase fur ServiCe Underground ServiCe Overhead Other (1) 14-200 Other Other (1)Exit light (1)emergency Installer: Cel i~ Electrical Inspec Lic. #, 1 022E ,Feb ,22 2011 10:138M CELI ELECTRIC 6312882293 p.2 EAST END INSPECTION AGENCY, I_LC gO. BOX 35 FAST QUOGUE, NEVV YORK 11942 631-594-2272 Fax 631-594-2272 www. eastendinspecflons.org CERTIFICATE OF ELECTRICAL COMPLIANCE Owner R~z.v~q~-. p~p=~y Management Add.ss:2299 North R~ ~R_ South~Dton. NY 11968 Date:n=~=mhe~ 39.2999 Ced. No. 09-194 Location of Prooertv Insoe©ted 3850 Indian Neck Lane, Cutchogue, NY LocatlonCross Stme~ 1'~==1 t ~ ' ~ 1~cl $CTM~ (Ifappllceble) Olat Sec Block LCt Commercial ( ) Residential ( ) Industrial ( ) Other )Basernent( )l~tFIoor ( )2ndFIoor ( )3rdFIoor ( )Garage ( }$vdmmlngPool ( )HotTub t~J[Sewlce (~)New ( )Addition ( )Renovation ( )ElectrlcalSurvey ( )Other Receptacles Swituhes Fixture Outlets Incandescent Fixtures Flourascent FLxtums Otb Fb( GFCl Dishwasher Washer Dryer Range Ceiling Fans Bell Trans Olmmem Unit Heater~ Hot Water Heater Furnace Motom Multi Outlets Special Recap Track Lighting Pool Pump Pool Heater Pool Light Tlma Clock CO Detectors Smoke Detectors AJC Units Other Other Other Size Service Service Dis~onnec4s Service Mctem .Service Conductors Size/Phase '800=mp (4)200 (1) (2)sets 500mc~ Service Underground Service Overhead Other Other Other XX Installer: C~ Electrical LIc.# 1099E Town Hall, 53095 Main Road P.O. Box 1179 $outhold, Ne,,,,, York 11971 0959 Fax (631) 765-9502 TeIephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. 2-;~/') 15 -'~'- Ow.er: ;r, lt d k z¢_ (Please print) Date: February 22~, 201~1 Plumber: Bertsand Plumbing Corp. (Please print) I ceffdfy that the solder used in the water supply system contains less than 2/10 of' i% lead. Sworn to 10efore me this 23rd dayof Februarf~v _, 20 11 (Plumbers Sigmature) Nolary Public, ~__County Notary Public, State of Now York No. 4820942 Qualified In Suffolk County Comnd~sion Expires Jom,m.y 3t, BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Horuing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTI-IOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATi MEETING OF FEBRUARY 16, 2011 ZBA FILE No.: 6443 NAME OF APPLICANT: 4170 Indian Neck Lane Holdings, LLC. PROPERTY LOCATION: 4170 Indian Neck Lane, Peconic, NY CTM: 1000-98-1-27.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Dec. 29, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property consists of an agricultural/farm parcel containing 77.66 acres, minus 4.l 1 acres of wetlands, with 73.51+/- remaining acres, or 3,202,008+/-square feet. The property is located in the AC Zone, and is in use as a horse farm and stable. The property is improved with a two-story frame house, several principal agricultural structures, and numerous accessory agricultural structures, all of which are identified as buildings #1-19, as shown on the site survey drawn by BBV Civil Engineers, latest revision dated Nov. 17, 2010. The agricultural structure with the proposed staff[groom's] apartment subject to this Special Exception Application is noted as building # 18 [stable] on the reference survey; and is also titled Barn "A" on the site plan as shown on Sheets A-101, A-101.1, and A-110 drawn by Fairfax & Simmons Architects PC., latest revision dated Feb. 2, 2011. BASIS OF APPLICATION: Request for Special Exception approval per Code Section 280- 13B(9) whereas the Applicant proposes farm labor housing that is a permitted use requiring a Town Zoning Board Special Exception. RELIEF REQUESTED: The applicant proposes to construct a two-bedroom apartment in an agricultural structure (second floor of an existing horse barn) for the purpose of providing living space for an employee (groom) of4170 Indian Neck Lane Holdings, and related family members. Page 2 - February 16, 201 I ZBA File#6443 - 4170 Indian Neck Hlds ,LLC CTM; 1000-98-1-27.1 ADDITIONAL INFORMATION:. This Special Exception requires Town Planning Board site plan approval. The Applicant's file contains a copy of a Memorandum from the Town Planning Board Office, dated Dec. 13, 2010, a copy of a Building Permit issued by the Town Building Dept., dated June 26, 2008, and other pertinent documentation provided by the Applicant. The Town code recognizes a horse farm as a bona fide agricultural operation. At the Feb 3,2011 public hearing the agent for the applicant submitted an amended set of architectural plans for the proposed second floor apartment to address the Zoning Board's concerns for the number of proposed occupants, fire safety, and emergency egress. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 6, 2011, and February 3,2011 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board bas reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The applicant owns a 77.7 acre parcel with a residence and agricultural structures/barns which are not easily seen from the street. Only one apartment unit of farm labor housing is being proposed in conjunction with the agricultural operation. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The occupant of the proposed farm labor housing shall be limited to a full time employee of the agricultural operation. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The proposed farm employee apartment is residential in character, as are other properties in the neighborhood, and shall be located within an existing agricultural structure suitable to the AC zoning. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. The proposed second floor apartment includes 90 minute fire rated doors, two hour fire rated perimeter walls, and two exterior balconies each with a pull down ladder for emergency egress. BOARD RESOLUTION: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried to Page 3 - February 16, 201 I ZBA File#6443 - 4170 Indian Neck HIds.,LLC CTM: 1000-98-l-271 GRANT, the Special Exception, as applied for, and only for the building #18,as shown on the Survey drawn by BBV Civil Engineers, latest revision dated Nov. 17, 2010, and as also known as Barn A on the site plan sheets prepared by Fairfax & Sammons Architects PC, latest revision dated Feb. 2, 2011, and the architectural drawings by Fairfax & Sammons Architects PC sealed and date stamped 1/26/11 and dated Feb 2, 2011 issued for hearing Zoning Board, labeled Barn "A" plans Sheet A- 10 I, Barn A Upper Level Plan w/Apartment A- 101.1 and Barn A Elevations Sheet A 110. Subject to the following conditions; Conditions: 1. The apartment shall be occupied by a full-time employee of the Applicant/owner, and related family members, not to exceed three persons. 2. The apartment occupants shall not be a partner or co-owner of the Applicant. 3. This Special Exception permit is granted subject to site plan approval by the Planning Board. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Dinizio, Goehringer. (Absent was: Member Schneider) (Member Horning by telephone; no voting right,) This Resolution was duly adapted (3-0). LYslie Kanes '~eisman, ~ Approved for filing t:~ //7 /2011 ,/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: _/~~c~-~ ~ J DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [~I~AL []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: //~h~l~~ C~.~ WN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [,~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION DATE J /"-'/ Z{L-" O g' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [, ] F~~ATION 2ND [ ]INSULATION [~] FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~----~-~ ///~-~/~'~ ///c~/-~fO ~f~z~ DATE ~0/r /0 ~ 'II TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [] FOUNDATION 1ST [] FOUNDATION 2ND [] FRAMING/STRAPPING [] FIREPLACE & CHIMNEY I1 '~R~S'STA"TC0"S'RUC"0" REMARKS: ~ [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DAT/~) INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDA~Jel~ST [ ] ROUGH PLBG. ]/~UNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY ] FIRE Rf, SA'TANT C0NSll~UCT10N [ ] FIRE SA,-.., ,~ INSPECTION [ ] F~RE RES~T4NT ~B~ETRAT~0. R E MAR KS: _~.~..,..~ ~'~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [~ INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~J~INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION ~"FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INflATION [ ] FRAMING / STRAPPING ~'~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS1RUCTION [ ] FIRE RESISTANT FENETRATIOH REMARKS: ~ ~ DATE //~'/'/~/~? 'NSPECTOR~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT )N [ ] FOUNDATION 1ST [/,,~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS.-- /~ v ~---~ DATE INSPECTOR~~ FOUNDATION (15T) COiVIi~NTS FOUNDATION (2ND) ROUG~[ FRA_VI~G & PLU1V~IiNG INSIrLATION PER N. Y. STATE ENERGY CODE ,/ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20 Approved Disapproved adc ,20 Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST 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 Contact: Mail to: Phone: Building Inspector ~ Xg~PLICATION FOR BUILDING PERMIT " rx~ INSTRUCTIONS a. ~his app, li~ation MUST be etely 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 ora 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, hous~g code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~~. ~ ~ ~/ ( S'~gt~_,~6~f ap~ant ~ pe, if a c°rp°rati°n) (Mailing address o f applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applica~f duly authorized N ' ~ ( ame and titl~,of%orporate officer) BuildersLi.~No. t~:~ _ ~4 Plumbers License No. Electricians License No. Other Trade's License No. (As on the tax roll or latest deed')' officer LLC. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ~ Block ~)l Subdivision Filed Map No. Lot 7'~, [ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~A--~d~.l,..~__ ~ 'I~/.~,&_~ i_~,t l~. b. Intended use and occupancy ~z:~t/~ 3. Nature of work (check which applicable): New Building .~.: Repair Removal Demolition 4. Estimated Cost ~ / ~t~ Fee I 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commerXCi~ or mixed o~upancy, specify nature and extent of each type of use. ~[~,~[-- Dimensions ofexisting stm~any.' ~''''~ "-'~Rear Depth Height__ __~e~~ ..... Dimensions of ~lterations o?'additions: Front Rear Depth f Height_ Numar ~ 8. Dimensions of entire new construction: Front '~ Rear Height ,~L ¢~t, Number of Stories 9. Size of lot: Front ~l'~ Rear I~ Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOt/~ 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES__ 14. Names of Owner of premises Address Name of Architect ~ ~ ~>,~s~la~tl~-~ Address .I~C,~. Name of Contractor ~ ~. Address ~t~C~,-~ t'J~z__ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMI,T~ MAY BE REQUIRED. 9* b. Is this property within 300 feet of a tidal wetland. YES_~_ NO * ~ YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. NoT_ Phone No. Phone No Phone No.F~l 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V · IF YES, PROVIDE A COPY. F~ STATE OF NEW YORK) SS: COUNTY OF~)lrlr-~gl~ )  /ame~ ~ being duly swom, deposes and says that (s)he is the applicant ual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the ~(gt ':)'"~ ,~..~2:~0..1-8~1.8:~...50 . (Contractor, Agent, Corporate Officer, etc.) Comm"i~i~l~Expir'~ Au~?il 1~'~:'~0/~l, 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 tree 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. Swore to before me this /t~ day of ('~ 20 ~/ Notary Public Town _o_f $outhold Erosion, Sedimentation & Storm-Water Run.off ASSESSMENT FOI~M PROPERTY LOCATION: $,C,T.M. #: I~e~m iNumbe[ (NOTE: l 2 3 4 5 6 THE FOLLOWING ACTIONS MAY REQUIRE THE 8UBMISBION A Check Mark (,~) for each Question is Required for a Cocrlple(e Appltoal[on) Wilt this Preiec( Retain All SIorm Wa~er Run-Off Generaled by a Tv, o (2") h~ch Rainfall on Site? (This iJem will include all run-off created by site clearing and/or conslruc(ion activities es well as alt Site Improvements and Ihe permanenl creation of Imperious surfaces,) Does Ihe Site Plan and/or Survey Show All Propesed Drainage Sl~uclures IndloeJir~g 81ze & Location? This Ilem shall include ail Proposed grade Changes and Slopes Conlrolling Surface WaterFIowl Will this. Pi'eject Require any Land FIIting, Grading or Excavalion where lhere Is a change lo the Nalural Existing Grade InvoMng more Ihan 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Blslurblng Aotlvlges Encompassing an Area In Excess of Five Thousand (5,000) Square Feel of Ground Surface? is there a Natural Water Course Running through the Sile? Is this Project wi(hie Ihe Tnuslees jurisdiction or wilhin One Hundred (100') feet of a Wetland or Beach? Will there be Site prepare(ion on Existing Grade Slopes which Exceed Pifteen (15) feet of Vedical Rise One Hundred (100') of Hodzof~ al D slance'~ Ye~ Ne Will Driveways, Parking Areas or olher Imperious Surfaces he Sloped to Oirecl Storm-Water Run-Off into and/or in Ihe direction of a Town dghEof-way? 8 Will this Project Require the Piacemenl of Maleria~, Removal of VegelaIion and/or the Construction of any gem Within Ihe Town Righl-of Way or Road Shoufder Area? (This ilem will NOT hlclude 1he Installalion of Df veway Aprof}s EXEMPTION: Yes No ~A~E C)F NEW YORK, d~s{ d~c womk ~','~11 be pem[ommcd in dtc m~ncm set fomth Nomr~ Public: .......................................... 60NNIE D"BUR~ ................. FORM - 06/07 uomm~ssim ~.xpires April BELVEDERE PROPERTY MANAGEMENT LLC March 6, 2007 Michael Verity Chief Building Inspector Town of Southold 53095 Main Road P.O. Box 1179 Southold, NY 11971-1179 Dear Mike, Thank you for meeting with Bill Kelly, Dave Emilita and me this past Friday to review the proposed horse stable barns and paddocks for the property that we own on Oregon Road. As discussed, it seems best ifl could update you on the development of drawings over the past ten months and meetings that we have had with officials for the Town of Southold. Belvedere Property Management secured thc services of Blackburn Architects, PC to do preliminary studies for a horse stables on 6/21/06. John Blackburn and his associate, Dan Blair, traveled to the property on Oregon Road, 7/18/06 to meet with Felipe Garcia, Belvedere horse manager and me. We discussed with Blackburn, our intention to develop a year round horse stable for the private use of our horses for stabling and turn-out in paddock areas. This stable will offer a critical balance to the private polo operation that is currently in place in the Town of Southampton. This stable will be used primarily for wintering of the horses, though some use for stabling will occur on a year round basis. Blackburn Architects, PC met with us twice during the summer and developed several studies for consideration. The first published conceptual drawings were 7/26/06. On 7/31/06, Dave Emilita and I met with Damon Rallis - Town of Southold Building inspector and shared with him these conceptual drawings and volumetric studies for the proposed stable. At that time, we discussed with Damon the use of this property as a private stable and asked him how best to move the project along. Damon confirmed that he needed to review the concept, but that as a private stable this should be seen as an accessory building to the residence and thus an ordinary building permit should be required without Planning Board approval. The residence on the property had been recently renovated and a Certificate of Occupancy issued. Throughout August, we continued to proceed with the development of plans with a revised set issued 8/17/06. Dave Emilita met with Pat Conklin 8/24/06 to review the current set of drawings and the status of our project, other master planning concepts that we were considering, and generally to re-confirm that our proposal of this horse 125 [Avcnuc oftl~e Amcricas~ 17® floor New York, NY 10020 stable as an accessory building to the main residence seemed a viable direction. That direction was reconfirmed at that meeting. Throughout the autumn, the drawings proceeded from conceptual to Schematic Design, and then to full Design Development drawings in which plans, sections and elevations were detailed. This process culminated in Pricing Set issued 10/17/06. We forwarded this set to Bill Kelly of Morton Builders, Inc. to provide pricing and a building schedule. Bill Kelly returned 11/10/06 with cost and schedule; we spent the remainder of the month analyzing his assumptions. We made a decision in early December to move forward with the project. I consulted Dave Emilita and Bill Kelly and we decided the best option would be to have the architects proceed with a Permit Set and submit our application to the Building Department anticipating start of construction in March 07 with completion of the project in November, 07. We discussed this strategy with Blackburn Architects, PC and they began the process of securing the services of a structural engineer. Unfortunately, the firm they typically used was not available, and so we spent the remainder of the month attempting to find another structural engineer. With the holidays approaching, we were further delayed and it was not until January 12, 2007 that we contracted with Robert Silman Associates to provide the structural engineering for the project. Throughout January 07, we were operating under the assumption that the horse stables would be seen as an accessory to the main residence and that the application ~vould be viewed a simple building pernfit. On January 14, 2007, Bill Kelly called to inform me that the Town of Southold had passed a resolution to alter the status of accessory buildings. Although our drawings lacked full structural engineering, we took the position that it would be best to submit our current amhitectural set and progress structural drawings with our application, before the new regulation was instituted. We submitted these drawings to the Town of Southold February 15, 2007. We easily lost six weeks in our search for a structural engineer. In retrospect, we would have accelerated our efforts if we had known that the proposed legislation was pending. Belvedere Property Management, acting as the agent for the owner of this property, other properties along Oregon Road and Robins Island, has worked closely with the Town of Southold on many issues over the past twelve years. We remain committed to the north fork and feel this horse stable proposal goes a long way in our continued effort to support both open space, agricultural and a farming lifestyle. As previously stated, the purpose of this horse stable is exclusively for private purposes. There is no intention to have any commercial activity on the property, no boarding of other horses and the use will be exclusive to the property owner. We intend to stable and paddock horses on the property in support of a private polo farm we operate in the Town of Southampton. In addition to this 54 acre parcel, Belvedere operates 127 acres of farm land that is east of this parcel - 102 acres of which, is restricted from development I hope the foregoing makes sense and gives you a better picture of all that has transpired over the past ten months. During the time we developed both conceptual and schematic plans, we felt we made considerable efforts to keep the Town of Southold aware of what we were considering and partnering with us as to the best means of achieving a permit. Unfortunately, due to circumstances beyond our 1251 Avenue of thc Americas, 17th floor New York, NY 10020 control, we lost some six weeks in the process and now stand in jeopardy of undermining that concerted effort. If you have any further questions or clarifications required, please do not hesitate to contact me. 1251 Avenuc of thc Americas, 17~h floor New York, NY 10020 COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MERMELSTEIN, M.D., M.P.H. ACTING COMMISSIONER CERTIFIED MAIL - RETURN RECEIPT April13,2010 4170 Indian Neck Lane Holdings, LLC C/o Eric Klein, Esq. Belvedere Property Management 1251 Avenue of the Americas 17th Floor New York, N.Y. 10020 RE: Indian Neck Lane Horse Farm SCDHS Reference #: C10-09-0013 SCTM: 1000-98-1-27.1 Dear Mr. Klein: Please be advised that a recent inspection/investigation of the above referenced site on or about April 12, 2010 by a representative of the Suffo~ounty Department of Health Services revealed construction of three buildings without benefit of proper approval/permit(s) from this Department as required pursuant to Articles 5,6,and 7 of the Suffolk County Sanitary Code. Please take note that this illegal construction and any occupancy of these premises will be grounds for this office to initiate formal proceedings for the alleged violation(s). Upon receipt of this notice you are hereby instructed to contact Mr. Edward Lyons of the department's Legal Department. ' ' Siicerely"~./~¢ ~--(~, vanessa A. Reid Assistant Public Health Engineer Office of Wastewater Management Cc: Barrett, Bonacci & Van Weele, P.C. Town of Southold Building Department Walter J. Hilbert, P.E. WWM Edward Lyons, WWM APfi ' '? Bi D6 DEPT TO',Nf4 OF SOLITFfOI O DIVISION OF ENVIRONMENTAL QUALITY Office of Wastewater Management · 360 Yaphank Avenue, Suite 2C, Yaphank NY 11980 (631) 852-5700 Fax (631 ) ~52-5755 12/24/2889 11:36 FEDEX OFFICE 1841 PAGE 81 To: Michael Varity Head Building Inspector Town of Southold Fr: Bill Kelly Owner Agent Indian Neck Holdings, LLC Re: Permit #34015Z At this time we are requesting a six month extension above referenced pea'mit. This permit is for the construction of three hor'~ barns of which two have been completed and final inspection done and Okayed. The third barn is complete however; we have recently filed an application with the Suffolk County Dept of Health for a bathroom in this barn and have left that section of the barn incomplete. We are a/so in the process of updating the building plans to reflect this change to submit to your office for an mended permit. Thanks 'for your consideration in this matter, and hope that you will t'md in favor of our request. Respectfully Bill Kelly tZ.- 7--q- c:y3 DEC 2 8 ' ? BID6. §EPI, ]'OWN OF SOUTHOI_D Town ttall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-09,59 Tclcphone (631) 763-1802 Fr~x (631) 76,5-9302 BUILI)ING DEPARTMENT TOl~q' OF SOUTHOLD November 8, 2010 Morton Building PO Box 1680 Southold, NY 11971 RE: 4170 Indian Neck Lane Holdings LLC, Southold TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate~of.Occupancy:_ ~'~ Application of Certificate of Occupancy. (Enclosed)"~~' - ~ Electrical Underwriters Certificate. A fee of $150.00 (for 3 C/O's) Final Health Department approvaI.L_~' __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 34015-Z Three Horse Barns 4" ROOF VENT ROOF (ty~ WC LAV WASH 3' 1~' I 1/2' FRESH AIR 1ST LVL (SLAB) INLET PLUMBING DIAGRAM SCHEMATIC / NO SCALE JUL - 7 20~0 BLDG. DEPT. TOWN OF SOUTHOLD EXTERIOR WALL ERFORATED METAL G%T' MIN..~OVE 4" TO NEW PROVIDE LENGTH OF CAST IRON PIPE THROUGH FOUNDATION WALL TO A MINIMUM OF 24" PAST WALL. WASH DRY FIXTURE LAYOUT SCALE: 1/4" = 1' INDIAN NECK HORSE FARM PECONIC, NY BARN 'C' PLUMBING PLAN & RISER S. L. MARESCA CONSULTING ENGINEERS 18~07 WEST MONTAUK HIGHWAY HAMPTON BAYS, NY 11946 ' LFJu (LOFT A~O~ CEN~ ISLS) .. - ~ ~__ HORSE FAR~ BARN FLOOR PLANS ............... - .............. (lg STALLS ~ACH) ~acci & Van W~e, I / ~: ~ o'~ o.' ~---~ ~,~.,.~ ,.' .~ ~ ' ~~ ', I ,/~ ~ '~ ~ /~x~ "~ ~ ~ · ~ ~ / /~0 %=, ~ ~ ~ ~ I / ', '- ', ~X~-- '~'-v. ~*~' ', '&t ; ', k ~ ~,. , ; I ,.. , // .,,co.;e... ~ ,,~~~-~..,2,~ ,..:.. ,o. ',. ~ //J ', '~ k ~ ~ ~ ~ I / / /X / . _ -. ~~~S..x.x -% , V// 'x ~ ~ - __. ~ ~ -- ~ I //// ,' ~. ,' ~'~ /.J.-~'~Z~/'/.. ', ',~<, ~ ~, t~l~l/g ",~ _~ .....,.~1 ~ / , ~-. ~ , - ~ ~ -o~**,, ,./ ~ ,7/ :0,,% x ','- ,,, ', ~',,~ , , m~ _.." ':os*, * . ~. , / , &' / ~ ', ~ ~ ~ ~'*~ ~ '~>, '-~~~ '~,. ', ,. ~7 ", ~5~ ~ '- ~' :~ ~ ~ / ~ /t'~ ~ ~- /-- ~;~- ~/ ~ / ~ / /~,1 / ~/ ~-/ ~,',~1'~ ~x ~'. '~"'~ * ~ - / / ~" ~ , ~ J -'- ~t/7 ~--.* ~"--~;--'%/- ~+-~ ).///,: ~',L~'//~~W. ,~.o:t~ ~ t ~ / V /I ~ V // I~,, ~ / ~,, ~ J ~. /'h%~/ ', ~1 il; I ( y~.F<~/ '. .~t ~ ~'-~ ~ / M / I N ~o.~ // ./ ./ // ~ ~ ./ x /x ~ '-~ ~1 /,')"'-~ i/ii~ ~ . , ~ ~ ~ / , / ,'X ,,x /// .,// / '., ~., .,/7, , '.~;~{7 '., 5'~~---'-.:, '. ....%~--~, ', , >,/ ,, // ,- , , ,,,g, -_. ....... , / Z / N ~ % ,o.,~// ~, ~ .,' ~ · ~ / ,: ,'~ ; ,'~. '~/ i ~ ~ _..'" ~ ....-' ~ ~t ~ ~' - ~ ~ / ,/~ /x, .*',~ ~*~// '~ F / '--- ~,~ ~-['-' [ X~*' 't /.._--_....U~&~ ~ / ,,' '/ ',~- ',./",~,7// ~ 'x/ ~ x_ ~/,, ./,.,,..,~_~.~ ..._..- ,,, '~ 1 s t x / / ~ N '~,. ~ ~// xx ,%~ --~ ~ x i x / / ~,~ ~ ~L, ~>.>>->~ .. ,, ~ t ~ L / / / ~--~-- / ~/// ? ../~, ~. ~,~-,_ x ,; ~,.,~.~ 'x/,~~~'. ~;~ ~ ,~ x ~ ~ ~ ~. ,.~' . ... / / _,' %. '~ x~~~? "'-. ', . ,' ~ ~::~'5..." ,:~. ', /~ .....',~ ~--.~ x / ,' :,, Y/ ' ",. / ", '------ - ",' ,," "... "... ' ...........".'"' ,', ,,' ' /% / ~Z ~x -~, ~ ~ /// ~/,oo ~ / · ~U ~; ~ · / ' ' i ..~' ~ ~ · ' ~5 ~ ~ -"--,' ? >! : '--,, ',,, (:i ,;...".....-.-:( / ; ) j _ ~.o / x, '~ - / ~ : ' '~/ ,;.~ /,'~ ! '. '~ / ~- I~ / ~ ~ % ~ ~ ~ / ~ ~ ~ /( //J L( ~ ~.~ '. '~ / / J _ I~-- / . .,_ ,- ,>~ , ~ .~,, / ,. .,. .. -. ._ ///~~~ ', ,/~-".-, ~ t ', X'~-~ . t , / / %N~ ~ ~ ~ . --~ / -_ .- /// x% ~(~ // ~ ,~ x--------' ,' ' / J~ ]~ ~ / 2. PROPERTY IS ZONED A--C. AGRICUL~RAL-CONSERVA~ON. ) ~ 64 ~ , ~ ~ ~ ~ ~ ~ /// ~ /~ ~_ ~ ~ ) , ~ I / /N '% ..o,.,,, ~Y', , , /// / )b~> ,. I , .- -. , ~ ) ~ ,,., , / / , ~N '*~' 50' . ~t ~ '--, ~ ///X /, ~-~ ']' / '~, I ' '~ / t~ / ~ __-~ / "---' ", -- ,,.0 'x /77 ':-,. x '- ' I ',_ > ','x 5 X k / ~ ,A~- -~ ', /// o~ / C?* ,.AV ,-~.-~ ~-~.,~ '~ ~ ~ ~ ~ - ~ ~-L_ ~ ~ --, I ~ ~P~ '*?.I~' '. ~--,~ %%~ ~ ~~~~:~.~' ~' /, "'~""'"" <~ ~ /~ _ X~ r, . / ~.~~ / ~~ ~ Barrett 1 . / ,-~ ,o.~o--., --xx -- ~.,-*,? ; ~=~ , ~ , ~r ..... ~~ · VanWeele, Pc J ::.,,~s- , ;8?-, - ~ ( . ,' '~ ', * / . .~ I , , ~ - ,~.. /~, ..~o~o.s Planners F63].435.]022 J / X~ ~ ~ ,,.~ ['~- i' ~'> o~ ~%~" T~Map No.: !~-97-8-10~& ~; 1~-9~1-2.1 &27.1 J ~,~~:~,~ PE~ONI~ SUFFO~ ~OU~, ~ ~~ ,/ / ,,.o ~ ~ =;~I;';~*~'"~' SURVEY ~ \\ N ' ~e~e~, ~ .~ \ AR~A QF 100Q-98.-1-27.1 = 77.6619 ~DAL ~1// ~__~ ~ TOTAL LOT AREA 1]].0065 ACRES ~ %~e ~ ~ X ~ k o 3. SUSSURFACE AND EN~RONMENTAL CONDI~ONS ~RE NOT EXAMINED OR ~ ) J ~ ~ ~ / X ~ ~ CONSIDERED AS PART OF ~IS SURVEY. .__~ x k ~x _ ~___ __ ~ ~-Z~Z ~,~ ~,~ o~ ~,.~ ~ -' / ~ ~ ~ 'x . ~ I ~ 2 ' ' ) ~--~ '"" ~"'%" ' ' '' '' -- > -- ' - -- ~ / .~ / %N~ % ~ ,,.o '~Z~.N/ / ,,% ~x ' ~ x ~ .,? ~ ,~..~ x'~ ,,.o /~~ ~ ~ ~, ~ ,.v,,o, _ ~/~ / % ~ I ~.~ ~ /. ~ %~ x / / ~ xN ~ ..... J /' ~ ~ ~:~'~ ~ /~ ~ Ii Il7 ~_ I ~ ~mB~rrett I ';' .,¢~z,~' Y ~NN ,~.~- -,~ x~.- ~ ~ o,'~t~o- x / - ~- d I.~?,, / J k~A' x~ ./ ~g~' ""' ~ - ~I ~ Van W~I~ Pc I ' ~'a~ _~x/ - )~ ~ "' ,.~ ~ ~ x ~--~- ~ ~ .z ] / ~,~ / ,' ~9~. X %3 // I1~' ~ I J ---- -- -- - ,,. - ,, ,., GRAPHIC SC~I,R ( m r~&-r ) NOTE8 1, TOTAL LOT AREA OF 1000--98--1--27.1 = 77.6619 ACRES LOT AREA OF WETLANDS = 4.111 ACRES 2. PROPERTY IS ZONED A--C, ADRICULTURAL--OONSERVATION. ~, SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. ~, ROOF DRAIN LOCAllONS PROVIDED BY BUILDER, I~: TAX LOT 27.1 VIEW: TAX LOT 27.1 lOO ,s.,-,~ ~ ~ ~V.R. J ~ A.M, I ) ~ ~ Barreff = = ~ ? Bonacci & m J m ~ Van Weele, PC Civil Engin~rs 175A Commerce Dr. ~ l~u~e'~~ Haup~uge, NY 11788 T 631.435.1111 Planne~ F 63 h435.1022 ~.bbv~.com ~= SURV~ ~ ~ ~ No. ~ No. ~c. ~. =~ ~.. ~. ~,~ 1 of 1 / DET~ (~n~mol wo~ iuppl~ a~ ~ sewage disposal Re~rd}e~s of any ac~o~ce ~ th~ a~che~ ~ condi~o~ and applle~le a~d nlesa spe~ca~y w~ved by the ~p~ment. ~s epp~v~ , CALL 852-209:, 46, FlouR5 IN ADVANCE, f -- - ~'' ~- --~ ......... --~, ,I.~ =~ ~ Civil Engmn~rs 175A Commerce; ~'~~ /' ~ ~ ~t exile. ~"~1~'= ? 631.435.1 l 1 ~J " Planners F 631.435.1022- ~ --- .~ ~ ~.bbv~.com ~ ' ~ '"'" '%%" ~' ~ ~ ~'"" T~MapNo.: DI~I~!~SE~ON98BL~KILOT27.1 ~ -- ~ ~ ,~ '" ~'~, ,I % J~'" INDIAN NECK ~NE ,~, ~;~ TO~ OF ~m SUFFO~ COU~, ~ ~"': ~ '" / J WATER SUPPLY ~b~;~ I SEWAGE DISPOS~ ' ~NJTARY DE~*_ND FOR PR(:~I~)~EI) AREA / ~HS ~TAL ~D~ UNIT ID USE ~T~ ~OW 17 (animal wa~ ~ 19 ~)!~ ID ~ 190 ~O 2--8 (3)~ 17.059 ~ ,~ ~D / ~ 6~ ~D ~--2 17,1~19 O,uman ~T~ PR~ ~IT~T ~OW 1.2~ ~D ~T~ ~BI~ ~IT~Y ~OW ~8 GPD SUFFOU< COUNt' O~P^RT~nT OF HEALTH S~rVlC~S Approval for C~o~ ~ S~e ~m;~y County De.eat of Heal~ 8e~c~ st~&, mlafl~ ~ wa~r eupply and sewage disposal. Re~rdleaa of any omlsaiono, incoa~nc~a ~ lack cf de~, ~on ta ~qu~ ~ ~ fa acco~ce ~ the a~ched ~ condi~o~ and appllc~le a~&, ~lesa spe~caRy w~ved by the ~p~ment. ~s epp~v~ ,S/~/~ //~~k ~O~ R~ ~ - ~--~ ~ ~ ' ~ ~ ~ : J .:~, ~ ........ ~ / -- ~ // / ~ /A/l.'/ I /21/ ~ / ~ ) / , ~ -..AME~ ~ ~ ~ ,~. ~ ~ ~ 191 S.F. ~ .C/ .' '- /,~///', ~'/ //~;; / L ~ ~ I ~ ~[~ ~ ~ '~ ~~ X~~ ,' / / ~ ~/ ~'~ z'~. ~, /~., v~ ~ ~ o ~ t POOL HOU~ ~ ~ P ~~ ~ t~ x~ ~ ~ ~ ~/ .____ __. x, .L,Gs X " X ', X X x .5 I // ~2~ X ~ ] // X XX256 S.V. ( I,' ./ .~ ~"~' x, ,, ,' ,, ,.. ,' xx .~ Xxx u~u~.~ ~ ' ~ I I = FIELD ~ -- / ~ / ~/ /~ x xx x~ I I / ~ · / /'~\ ( / / \ \ x x x AREA x x X I x Civil Engin~rs 17~m~e Dr. .~u.~ X X ~u~u~, ~ I 1788 / ~ ~ ~ x x x x ~ ~ t~l[ ~ I x ~FO~CO~TYDEP~TMENTOFHEAL~SEKVICES Su~eyors T631,~5.1111 / x x x x x x x x k mi x I x ~ ~pgoV~D Planners / x x x ~t k x / / k kx '~ %% x x I xX x X / .- ~ FOR SpEC~LCONDITIONS T~ Map No.: DI~ 1~ S~ON 98 BL~K 1 LOT 27.1 , , ,~ ..-... . ~ ~w~.s~m~s: - IND~ NECK ~E " ' ' : : :v '://'~: RESlDENTaL HORSE FA~ FIELD j / O /~ I (X ~¢~ I I ~ ~'~ ~'" '~ "--" J ' '" --- ~ ." ,' ,/,'.} ~ ~ ~ ~ PROmSED WATER / / / / / .~ /~ J I ~ / VIEW: DISTRIBUTION PLAN f2 1 o 1"=50' A080024 TAX LOT 27.1 IlL. V: TAX LOT 27.1 ,/, f00 , a /! ! ! 0 GRAPHIC SCALE 1 Lnch = 100 f~ Lot I LOT now or | S.~- formerly ~ ~ ~ Helen poring _~ ~ - = / ~ ~ 5.C.T.~. ~O. o / I. TOTAL LOT AREA OF 1000--98--1--27.1 = 77.661g ACRES LOT AREA OF WETLANDS ~ ~-.111 ACRES 2. PROPERTY tS, ZONED A--C. AGRICULTURAL--CONSERVATION. 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 4. ROOF DRAIN LOCATIONS PROVIDED BY BUILDER. 5. ALL WELLS ARE FOR IRRIGATION PURPOSES ONLY. WATER MAIN DRAINAGE INLET / ST]~UC~.JRE WATER VALVE FIRE H~RANT ~I(IST/NG SI~UCRJR~S AR~A UNIT iD USE i~BEDROOM$ 1 DWELLING 3.122 SF AREA UNIT ID USE i~t~ TA LLS m/2e/?o ow Civil Engineers ISurveyors Pbnners A.V.R. Barrett Bonacci & Van Weele, PC 175A Commerce Dr. Hauppauge, NY 11788 ~r 631.435.! 111 ~ 631.435.1022 w,,~v, bbvpc.com Dale By A.M. Tax Map No.: DIS1RICr 1000 SEC11ON 98 BLOCK 1 LOT 27.1 MARCH 15, 2008 INDIAN NECK SITUATE PECONIC TOWN OF SOUIHOLD SUFFOLK COUNY, N.Y. SURVEY 1"= 100' .A_~__~_~ 1 of 1 INDIAN NECK SOUTHOLD, NY APRIL 24, 2008 UNDERWR~R$ CERTIFICA~ REQUIRED APPROVEDASNOTED {3ATE:~L~ B.P.// ~N OI ~"~ FEE:~ BY:'-'"~''~'~- NOTIFY EIUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3, INSULATION 4, FINAL · CONSTRUCTION MUST . BE~COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. ce.zg-oe; FLOOD ZONE,. x COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND COHD[TIONS OF NY ~. DEC CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. RETAIN PURSUANT TO CHAPTER 236 OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITFOUT CERTIr'" OF OL;CUPAI'i,5, INDIAN NECK HORSE STABLES ROOF OVERI4ANG- 6 7 8 9 TACKROOM 5 STAiL STORAGE AND STAIRS STORAGE~ STALL -- HAY STORAGE ABOVE AISLE -- ~FEF,D ROOM 2O 22 ~ LARGE BARN: PI,AN 1/8"=1'-0" 6x6 CORNER POST FOUNDATION WAIL 12' 12' 12' 12' 12' 12' 6' 6' 12' 12' 12' 12' 12' 12' 12' LARGE BARN: FOUNDATION PLAN 1/8"-1'-0" I (3) 2x6 NAiL IduM1NATED POSTS Clh'P0 MOUNTED W/72m COLUMN SOCKET 5:*6 POST SET IN 1 ½" FROM OUTSIDE BEVELED EDGE (SEE SECTION FOR FOUNDATION DETAILS) FOrt BELVEDERE PROPERTIES SOUTHAMI>TON, NY APRI~ 24, 2008 JM LARGE BARN: PLAN A- 101 AS NOTED ROOF OVErddANG 4 5 HAY STORAGE ABOVE AISLE -- 9 10 L STORAGE AND STAIRS STALL STORAGE I (7~) SMAI,L BARNS: PI,AN 1/8"=1'-0" FOUNDATION FOOTING 6x6 CORNER POST FOUNDATION WALL 12' 12' 12' 12~ 12 12 12' 12' 12' 12' ~ SMALL BARNS: FOUNDATION PI,AN 1/8"=1'-0" (3) 2x6 NAIL LAMINATEI3 POSTS CfYP.) MOUNTED W/72m COLUMN SOCKET 5x6 POST SET IN 1 21'' FROM OUTSIDE BEVELED EDGE (SEE SECTION FOR FOUNDATION DETAILS) INDIAN NECK ~o~ BELVEDEILE PROPERTIES SOUTHAMPTON, NY APRIL 24, 2008 JM SMALL BARNS: PI22N A - 102 AS NOTED MARVIN WOOD AVZN IN G SINGLE GLAZED TDL. 3632 OR SIMILAR APPROVED ALL GLASS TO BE COSTAL GLASS MARVIN CA SF~MA ST~R- CELLAR SASH WI2~-DOW (~ LARGE BARN FRONT AND REAR ELEVATION 1/8"=1'-0" 22'-0"aN DOKMF~ 16'-6",~-, CROWN: 2nd F.F.L 10'-1 3/4"ab, FIi[ST FLOOrC 0'-0"~ F.F ~J~ AVG. GRADE -0)-1 "~'~ ( 2~ I,ARGE BARN SIDE ELEVATION 1/8"=1'-0" ASPHALT SHINGL~ ROOF LtAYLOFT DOORS ON SLDING I-IARDWARE PTD. WOOD FLUSH' {" X 6" BOARDS SMAI J, BARN FRONT ELEVATION 1/8"=1'-0" SMAI,L BARN SIDE ELEVATION 1/8"=1'-0" ~ SMAI,L BARN REAR ELEVATION 1/8"=1'-0" INDIAN NECK Fo~ BELVEDERE FROPFXtT~8 SOUTHAMtrFON, NY APRIL 24, 2008 AG, Jivl BARN: ELEVATIONS A - 103 AS NOTED IUDGE: 22L0"~ 7.5 DOYtMER 9"~11 3/4" AISLE FLOOR. FIRST FLOOR: F.F AVG. GRADE COLLAR STILT ANCHOR JOISTS ~ 16' O.C, 16~ O.C. STAIJ. FLOOR STALL MAT ~" F' BLUESTONE FINES (~. SECTION ~, WINDOW 3/4"=1'-0" 5.5 ~X 8WOOD ~ ~X I2WOOD ~ I ) / FLUSH BOARDS ~ WHITE CEDER SHINGLES TYP. ELEVATION 3/4"=1'-0" --INTF2RLOCK1NG ASPFIALT SI-IINGLE ROOF 5.5[ X 6 PULINS 24" O.C. ROOF ASSEMBLy -iNTEKLOCKING ASPHALT sI-mqGLES -FELT UNDEILLAYMENT -3/4" EXTERIOR GRADE PLYWOOD SHEATI~NG 7.5 2 X 6 BEb. iUENG BLOCK 14" DECKING 2X6 L NAILERS (2) 2 X 12 F ~IE&DERS 2 X 8 TOUNGE AND GROOVE WALL ASSEMBLY -5/16" H32-~ EE BOARD SIDING -5/8 TREATED PLYWOOD SHEATHING -2 X 8 TILEATED -(3) 2 X 6 NAIL LAMINATED POST ~ 12' O.C. ~ X 8 TOUNGE AND GEOOVE (~_ TYPICAL SECTION 3/4"=1'-0" iNDIAN NECK vor~ BELVEDEKE PROPERTItiS SOUTli32vlPTON, NY APRIL 24, 2008 J~ BARN: TYPICAL SECTIONS A - 105 AS NOTED 2 x 8 @ 12' ©.C. TIES - TYP. 2 x 6 @ 16"O.C. STUD WALL POST @ ~2'o,c. 2.:1~ x11~ LVL2TYP. 2 x 12 FJ @16" C.C. w/{" PLYWOOD SUBFLOOR 180'-6~" 2x12FJ @ 16" C.C. 3-2x12 (~ - 3 - 2 x 8 SHEAR BRACE @ 36' C.C. - TYP. · 3 x11~ LVL:TYP. . ,, , EACH SIDE OF- POST , / , w/;~"/PLYWOOD SUBFLOOR b 72'-1" I/-- -- i- 2x12FJ 16" O,C. 36'-4~" 72'-1" -- LARGE BARN LOFT FRAMING PLAN SCALE: 1/8": 1'-0" 60'-1" 2 x 6 @ 16"O.C. STUD WALL 36'-4½" J ~-" PLYWOOD SI _OCR 3-2x12 FACE OF STUD FACE OF CONC. EXTEND 1"PAST FACE OF STUD TYP, 2 X 8 @ 12' O.C. TIES- TYP, ~ ~ 2-1z x11~ LVL -TYP. 2 x 12 FJ @16" O.C.~/ w/{" PLYWOOD SUBFLOQR - 3- 2 x6 POST @ 12' O.C. 2 x 12 EJ @16" O.C, w/~" PLYWOOD'SUBFLOOR 132'-6½" 2-1Z x11~ LVL-TYP. EACH SIDE OF POST 6)- 3 - 2 x 8 SHEAR BRACE @ 36' O.C. - TYP. SMALL BARN LOFT FRAMING PLAN SCALE: 1/8" = 1'-0" ,12 FJ @16" O.C PLYWOOD JBFLOOR POST 0 FACE OFSTUD FACE OF STUD FACE OFCONC. EXTEND 1" PAST FACE OF STUD- TYP. POST POST FACE OFSTUD SEE ARCHITECTURAL DWG. FOR ELEVATIONS, PLANS AND FINISHES LOFT LEVEL 80 PSF LIVE LOAD 15 PSF DEAD LOAD 0 DRAWN BY: EO DATE: 05.30.08 SCALE: AS NOTED SHEET OE SHEETS J 2x12~R @ 16" 0.C. 2x12 @16" 2-2x8 ~ - 2 x HEADEI K 12RR ~16" 12RR 16" LVL RIDGE )MIT PURLIN~ [ THIS BAY : 8 PURLINS @12" 16" LVL RIDGE 3- K8 TYPICAL BAY ~-2x12 ~( 12'RR @ 16" O.C, 16" £ 2 x '12 PLATE @1 3-2x8 q O N 'U RLINS er J 3-2x8 ~ LARGE BARN ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" 2 x 12 PLATE TYPICAL BAY 2x 12RR 16" O.C. L _ _ 2x12 @ 16"~ 2-2x8 PURLINS 16" LVL RIDGE x 12 iEADEF uJ 12 RR OMIT PURLINS ON THIS BAY : 8 PURLINS 16" LVL RIDGE 3-2 ~ O 3-~ ~(8 ~ 3-2x8 3-2x8 SMALL BARN ROOF FRAMING PLAN SCALE: 1/8"= 1'-0" 0 u') '~o>- U-I 0 0 ~ ~ ~ o ~0 Z~ 0 0 DRAWN BY: EO DATE: 05.30.08 S~LB AS NOTED SHEET FRAMING NOTES 1 ALL FRAMING LUMBER SHALL BE GRADE-STAMPED 9 NAILING SCHEDULE SHALL BEAS PER THE N.Y.S DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BUILDING CODE AS A MINIMUM. ALL 2 x 6 STUDS BETTER SHALL RECEIVE 5-1 OD NAILS AT SILL AND PLATE ALL EXTERIOR NAILS SHALL BE GALVANIZED. ~ 2 ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/~" , ~ /- 1 - 16" LVL RIDGE MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8d @ 4" /-, ~ O C. EXTERIOR EDGES AND 6d ~ 12" C.C. w/~ APARATED PLYWOODSH A NG J~ ~ ~ /¢7~ 3-2x8w/SIMPSONLUS28-3 EXPOSURE I, 3~4" MINIMUM THICKNESS. ALLEDGESOF w/30 # FELT UNDERLAYMENT j~4~ ~ 47 ~ EACH END - TYP. PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING ~_~ ~ J ~ ~ ~%__ 1-2xCEACHSIDE 4 ALL HEADERS C'-S" AND OVER SHALL SE SUPPORTED ANDSTUDWiTHGALVANiZESHURRiCANETYPE WITH DOUBLE UPRIGHTS; 9'-0" AND OVER WITH CONNECTORS BY "SIMPSON" OR APPROVED EQUAL ~u /~--~~~ AND FLOOR BEAMS AS PER N,Y.S. CODE OR AS NOTED PACIFIC CPI SERIES WOOD 1' B~MS AND LVL ~ 8'-0" C.C. MINIMUM PROVIIDE 2" SPACE FOR AIR PRODUCTS OR EQU~. ALL JOISTS, GIRDERS, AND .~ CIRCULATION IN ROOFS. H~DERS SHALL HAVE B~ING STIFFENERS INSTALLED LUS 28 SIMPSON 12 AS PER MANUFACTURER'S RECOMMENDATIONS WEB SEE STUD WALL CLiP. EACH PURUN~~ ~~, / ~ ~~ ~2-2x8 7. 6. DOUBLE F~MING AROUND ALL OPENINGS (SKYLIGHTS, DOUBLE UP FRAMING UNDER ALL POSTS AND PA~LLEL STIFFENERS SHALL BE REQU,RED AT ALL LOAD AND PERIMETERS. HANDLING, STOOGE, AND ERECTION OF 7.5 2 - ~" M.D. - TYP. STAIRS, ETC.) OR AS NOTED ON D~WINGS. BERING POINTS AT A MINIMUM. A SINGLE 1 3~4" S-4 ~ ~ ~ ~ PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURER'S 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF ~/~" DIA, WITH RATED GALVANIZED CONNECTORS BY "SIMPSON" GALVANIZED MACHINE BOLTS ~ 12" C.C. OR APPROVED EQUAL. ALL TREATED LUMBER WILL ~ 6 POST ~, REQUIRE STAINLESS STEEL FASTENERS, ANCHORS O.C.~ ~~~ ~ ~ ~ SEE DETAIL ~ ~ ~ H2 HURRICANE ACCORDANCE WITH THE NEW YORK STATE UNIFORM SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE _._ BUILDING CODE, THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNW DEPARTMENT OF HEALTH O '/ ] 2~ES~12'O,C. : ~~_ ~~.C. ' zJ I CONSERVATIONCODEANBLOCALAUTHOEITIES. SERVICES. . -% .... 2 x 12 FJ ~ 16" O,C. -- - 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE :: / ~ // 'lx, ~ /////~ MINIMUM 28 DAY STRENGTH OF 3000 PSI' CODE.WITH THE NEW YORK STATE ENERGY CONSERVATION -. (3) 2xCPOS~e~Z0Z~: ...... % / 3. ALL LUMBER SHALL BE G~DE-STAMPED DOUG~S ~ : Z w/2x6 16 CC INFLLWALL % / ~~ ~ ................ // /~ ~ FIR-~RCHSTRUCTU~LG~DE¢2ORBE~ER. 15 ENGINEERTOBENOTIFIEDINWRITINGOFALLCHANGES ~ 0 ~ . z,, -- . 4 ( ) ' . PRIOR TO AND DURING CONSTRUCTION. r '. '. ~ PLYWuuD~HbATING I/-/' /' ]Iii STAIRANDFLOOROPENINGS, POSTSANDPA~LLEL 16. ELECTRICALANDMECHANICALCOMPONENTSTOBE /~ ~ ~ // ~" ~ PARTITIONS, OR AS NOTED ON D~WINGS. DESlGNE~ AND SPECIFIED BY OTHERS. ~ ~ .~// //~/ I~ 5. BRIDGINGTOBEPROVIDEDFORALLJOISTSANDFLOOR 17. ALL STRUCTU~L STEEL TO BE ASTM36 WITH ONE COAT ~ ~ ~ O . ~ '~ '~ SEE SHEAR .// ~ / ~ BEAMS. SPACING NOT TO EXCEED 8'. %"¢ ORAS SHOWN ON D~WINGs.EPOXY PAINT. ALL FASTENERS TO BE ASTM1-325 BOLTS, E 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE ~ ~ ~./ ~ 2 x 8 T~ .'' /'[ I ll VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 18 CONT~CTOr SHALL OBTAIN ALL PERMITS AND ~ ' .. '' .. I ~--'~ '~"'~ G~O~E ..'%.'/ ~ CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSU~NOE NECESSARY TO PROTECT THE ENGINEER AND %% ///--//__ /~ = FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING OWNER. / '-. -.. ~ /' /~/ ~ WALL -k ~ ARE MET. ALL FILL BEN.TH CONCRETE S~BS TO BE UNTIL FLOOR SYSTEM INSTAL~TION IS COMPLETE. / SIMPSONCB5-4.SHOLD-DOWN '" '~ '.. I //////~ // "%~ COMPACTEDTOg5%RE~TIVEDENS[~. ~ ~ // ////STALL FLOOR ..... " 20. PROVIDE CARBON MONOXIDE A~RMS ON ~CH LEVEL ~BRACKETATEACHS-2xCPOST ''. '..' 4"~~ 'x~z;~_ ~1 DOUBLEUPRIGHTS:9'ANIDLONGERBYTRIPLEUPRIGHTS. A~RMSNEARENTRYFROMHOUSETOA~ACHED / ''. ', ~ 6X'~~TON~ES PLATE%H I ALLHEA~E"STOBE~INIIMUM2-2XSORASSHOW"ON 6A~GEAREA, ~ ¢ 4 REDA { ~ 36" C.C. ¢~. n*¢ten ~ ~ 10. DO NOT SCALE D~WINGS THE HOUSE BE UPG~DED WITH HARD-WIRED AND ~ ~u,v,r~.~ P : _ ~ ~ 32'~%. - TY~ d ~ 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ~. 3 ¢ 5 RE BAR CONTINUOUS . LOAD 20" ~ / ~ SET ON UNDISTURBED SOIL FACILITATE CONSTRUCTION AND SHALL NOT BE 30" DIAM. P.C. FTC. 12. THIS D~WlNG 18 AN INSTRUMENT PREPARED TO 6 TH~ CONCRETE CONTRACTOR SHALL COOPE~TE lN SE~ING ALL ANCHOR  CONCRETE NOTES 80LTS, INSERTS, SLEEVES, ETC, AS REQUIRED 8Y OTHER TRADES, 1, DESIGN, MATERIALS & METHOIDS OF CONSTRUCTION SHALL COMPLY WITH 7, LEGS OF REBARACCESSOR{~S SHALL BE P~STICTIPPED, ALLSNAP TIESAND THE BUILDING CODE REQUJR~M[ENTS FOR REINFORCED CONCRETE ACI 318 OF WALL PENETRATIONS SHALL 8E CUT 8ACK AND GROUTED SO AS TO PRECLUDE THE AMERICAN CONCRETE INS~T~TUTE - ~TEST EDmON. ULT[MATE DESIGN ANYCORROSION STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 30~0 PSI. AT 28 DAYS, ~ Z Z ¢ ~OEPT ~ON~R~ S~l eh IO: H SHA[~ "~ 4~0PS'+8 ADMIXTURES OONTAINtN~ OHLORI.ES S~ALL BE PROHIbiTED Z O 2 CONCRETE TO BE POURED IN ~AMBIENT TEMPERATURES OF 40 + DEG. F, IF 9, ALL REINFORCEMENT SHALL BE TIED IN P~CE BEFORE CONCRETE IS POURED, ...... X POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND~ ~ Z ~ 2 8 TIES FREEZING FOR A PERIOD OF 14 DAYB SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS ~ //~-~" ~ M,B. INSU~TEDTARPSFOR~ROTEOTJONFROMWlNDFORAMINIMUMOF3 PER ACJ 318, C~SS "C", WITH 40 DIAMETERS MINIMUMi BENT AROUND -- ~ SUppORTS, R~W~SE FOR FOUNDATION ~ATS. STA~S~ SPUC~S AN~ ~Z~~" STEEL [ EACH a A~T~R FORUS ARE ~OWD, PROWDE ~NSU~T~ TAMPS TO HOLD ~ ' ' --~ ',~~~'~ sla~oi a~cE 3-2xCPOST~ POuR,H~TAND PROTEOTFR[OMWIND FORAPERIODOF14DAYSAFTER OFFSETSPLICESOFBARSATOPPOSIT~FACES Z " ~~ 11 ALL S~B-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE STANDARDS ~ ~TEST EDITION ~ ~ ~ 12 EXCEPTASNOTED, ALLPOURSTOPSSHALLBETREATEDASCONSTRUCT,ON 3 - 2 x 8 BRACE LOCATED A, PORT.ND CEMENT AS P'ER ASTM Ct~-TYPE I JOINTS AND SHALL HAVE KEYS AND OONTINUOUS RESAR WALL SECTIONS ~ ~ WITHIN WALLS DIVIDING B, CONCRETE AGGREGATE~SAS PER ASTM C33, 3/4" M~.SIZE. SHALL BE P~CED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS C, WATER SHALL BE CLEA~ & FREE FROM INJURIOUS AMOUNT OF OILS, BE~EEN ADJACENT POURS ~ HORSE BAYS ACIDS, AL~US, SAL~, OReAN~C MATERIALS & DELETERIOUS SUBSTANCES 13 FOR CONCRETE WALLS ABOVE GRADE, VERT[CAL CONSTRUCTION JOINTS  ~ D. REINFORCING BARS SHIALL BE iNTERMEDIATE GRADE NEW Billet SHALL BE LOCATED AT M~[MUM SPACING OF 40FF. ATLEAST4FT FROMANY STEEL, DEFORMED AS PIER ASTM A615, GRADE 60. ALL SPLICES SHALL SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING, BI A MINIMUM OF 40 DIA. IN LENGTH HOOKS AND Tl~s SHALL 8 CONFORM TO C,R,S.L STiANDARDS, 14, HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE ~3 - 2 X 6 POST ~ ~ E. COLD D~WN WIRE OR WELDED WIRE FABRIC AS PER ASTM ~2~ NOTED ON P~NS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS, DESIGN CRITERIA / F WATERPROOF[NGASPEIR AC1515,1R-79. DRAWN BY: ED GROUND SNOW LOAD - 20 PSF W~THERJNG - SEVERE 4 ALL CONCRETE SHALL BE AIR Eh~TRAINEB (5-7% RETENTION ), LOFT - 80 PSF, LL FROST Line DEPTH - 36' DATE: 05.30.08 TERMite - MODERATE TO HEA~ 5, ALL FOOTINGS AND STRUCTURal SLABS SHALL BE POURED ON UNDISTURBED DECAY- SLIGHT VIRGIN SOIL HAVING A MINIMUA~ BEARING CAPACI~ OF ~o TONS PER SQ . EXPOSURE - OPEN ICE SHIELD UNDER~YMENT REQUIRED - YES FT SCALE: AS NOTED ~SIMPSON CB 5-4.5 WIND SPEED - 120 MPH (3 SECOND GUST) SHEET ~ SEISMIC DESIGN CATEGORY- B SHEAR B CE DETAIL - D SCALE: ~" = 1'-0"OF SHEETS 1 -2 x 6 EACH~ SIDE OF LVL RR TIE BOLTED< TO SIDE OF LVL - 2 x 6 POST DETAIL A SCALE: 1 1 30 CLIP 2x8TIE ~--2 x 2 - ~" MACHINE BOLT 2-1z x 11 ~" LVL 3 - 2 x 6 POST %~2 x 6 NAILER 12" LONG DETAIL B SCALE: 1 21 "= 1'-0" 12 @ 16" O,C. ,/--2- 2 x 6 2 x6 RR@--,. 16"O.C. x 2x 8TIES~ --2 x 6 @ 16" C.C. STUD WALL w/~-" APA RATED PLYWOOD SHEATING 2 x 6 P.T. PLATE GRADE z ~ 4 REBAR @ 36" C.C. ;{EBAR CONTINUOS DETAIL - C SCALE: ½" = 1'-0" NOTE, a =4 FT IN ALL CASES .1 COMPONENT AND CLADDING PRESSURE ZONES ..... ~ i:..-.:-';; :: :i :. :; ~.:: :"/.' :' ',:'.. :":-.'.". '"-.. '.., ~' . . . ..... .... SECTION ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Joint Description J Nail Sizes I Nail Spacing ROOF FRAMING Rafter to Top Plate {Toe-nailed) 3 - 8d per rafter Ceiling Joist to Top Plate (Toe"naded) 3 - 8d per joist Ceiling Joist to Parallel Rafter (Face-naded) 3 - 16d each lap Ceiling Joist La~ps over Parktions (Face-nailed) 4 - 16d each lap Collar Tie to Ratfter (Face-nailed) 2 - 8d per tie Blocking to Raft[er (Toe-nailed) 2 - 8d each end R~m Board to R;after (End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Telp Plate (Face-nailed) 2 - 16d I per root Top Plates at Ir~tersections (Face-nailed) 4 - 16d joints-each side Stud to Stud (Face-nmled) 2 - 16d 24" o.c, Header to Header (Face-nailed) 16d 16" e c. along edges Top or Bo[tom Plate to Stud (End-naded} 2 - 16d per 2x4 stud 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud BottemPlatetoFIoorJoist,Bandjemt,EndjoisterBIocking(Face-naiied) 2-16d 1,~ per foot FLOOR FRAMING Jo~st to Sdl, Top Plate or G~rder (Tee-nailed) 4 ~ 8d per joist Bridging to Joist (Toe-nailed) 2 - 8d each end Bleck~ng to Joist (Toe-naded) 2 - 8d each end Blocking to Bill or Top Plate ( Toe-nailed) 3 - 16d each block Ledger Strip to Beam (Face-nailed) 3 - 16d each Joist Joint on Ledger to Beam (Tee-naded) 3 - 8d per joist Band Joist te Joist (End-nailed) 3 - 16d per jo~st Band Joint to Sill or Top Plate (Toe-nailed) 2 - 16d ~ per root ROOF SHEATHING Structural Panels 8d 4" o,c, perimeter zone + edges of panels, 12" o c mteder of panel out of perimeter zone CEILING SHEATHING Gypsum Wallboard 5d 7" edge / 10" field WALL SHEATHING Structural Panels 8d 6' e c, perimeter zone + edges of panels, 12" o.c intenor of panel out of penmeter zone Fiberboard Panels 7 / 1~" 6d 3" edge t 6" held 25 / 32!" 8d 3" edge / 6" held Par[icleboard Panels 8d 6" c.c. perimeter zone + edges of panels. 12" o.c interior ef panel out of perimeter zone FLOON SHEATHING Structural Panels 1" or les~s 8d 6" edge / 12" held greater lthan 1" 10d 6" edge / 6" held 1Nadmg require~ments are based on wall sheathing nailed 6' on-center at the panel edge. If wall sheath ngs na led 3" on-center at t[he panel edge to obtain higher shear capacdles, nathng requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the Icad path. 2When wall she~athing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to I - 16d nad per foot. t.- c Z uJ o U U_l ~ Ix. o ~O -- I.-- DRAWN BY: EO DATE= 05,30,08 SCALE: AS NOTED SHEET OF SHEETS