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HomeMy WebLinkAbout31999-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33560 Date: 02/23/09 THIS CERTIFIES that the building ACCESSORY Location of Property: 360 RILEY AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Taxi,ap No. 473889 Section 143 Block 5 Lot 8 Subdivision Filed Map No. LOt No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 26, 2006 pursuant to which Builcling Pe~lnit No. 31999-Z dated 9L~Y 12, 2006 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 NONHABITABLE ACCESSORY GARAGE WITH STORAGE AS APPLIED FOR PER ZBA # 5760 DATED 10/27/05. The certificate is issued to ANTHONY & JOANNE KROPP (OWNER) of the aforesaid building. SUFFOLK COUNT~ DEPARTMENT OF HE~J~TH APPRO~I~L ELEt-rKICAL CERTIFICATE NO. ~U~ERS CERTIFICATION DATHD N/A N/A N/A Authorized Signature Rev. 1/81 Form No. 6 TOV~N OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 LICATION FOR CERTIFICATE OF OCCUPANCY typewriter or ink and submitted to the Building Department with the following: Ao For new building or new use: 1. Final survey of propertY with accurate location of all buildings, property lines, stroets, 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 fi.om Board of Fire Underwriters. 4. Sworn statement fi.om 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 fi.om architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. Bo 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, stroets, 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. Co Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00? Accessory building $25.1210, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pro-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: ~ ]~ r Suffolk County Tax Map No 1000, Section Old or Pre-existing Building: Street (check one) Hamlet Block ~ Lot Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Request for: Date of Permit. Filed Map. Applicant: Underwriters Approval: Temporary Certificate Final Certificate: / Lot: (check one) Fee Submitted: "A'Ifplic ~ Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31999 Z Date MAY 12, 2006 Permission is hereby granted to: A KROPP 360 RILEY AVE MATTITUCK,NY 11952 for : "AS BUILT" ACCESSORY GAP~AGE IN THE REAR YARD AS APPLIED FOR PER ZBA #5760 at premises located at 360 RILEY AVE MATTITUCK County Tax Map No. 473889 Section 143 Block 0005 Lot No. 008 pursuant to application dated APRIL 26, 2006 and approved by the Building Inspector to expire on NOVEMBER 12, 2007. Fee $ 150.00 Authorized Signature / ORIGINAL Rev. 5/8/02 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 MEMORANDUM TO: FROM: RE: DATE: Building Department ~ Gerard P. Goehringer, ZBA Chairman Pro Tem ~ Letter from Searles, Stromski, Associates/KroplfZB~ #5760 May 11, 2006 This will confirm that the building dimension as described by May 8, 2006 correspondence with enclosures from Robert Stromski, A.I.A. is acceptable. The three foot difference in size is not within the setback area that is restricted by the Code or the ZBA decision. The decision under Appeal No. 5760 referred to the size 15.2 by 21.45 that was applied for when the application was being processed at that time. For the above reason, the 18.2 ft. by 21.45 ft. size is acceptable, provided the minimum 4~ - ' : ----- ' ' ' - -- ~ e_tback from the side property line at bo~ ends of the new c. av~v,,~ct,_o,, ~ A new application is not nec~e is no increase ir~__~e de_hn'ee of nonconformity or creation of new nonconformity.~.. _ CCl Robert Stromski, A.I.A. Searles, Stromski, Associates 131 Route 25A, Suite 3 Rocky Point, NY 11779 Fax 744-6654 Tel 744-2852 APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard E Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Noflh Fork Bank 54375 Main Road [at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 27, 2005 ZB File No. 5760 - Anthony R. and doanne E. Krupp Property Location: 360 Riley Avenue, Maftituck CTM 143-5-8 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the properly under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 20,757 sq. ft. parcel has 75 feet along the south side of Riley Avenue and is improved with a single-story dwelling and two accessory buildings, as shown on the June 20, 2001 land survey prepared by Stanley J. Isaksen, Jr. BASIS OF APPLICATION: Building Department's July 12, 2005 Notice of Disapproval, citing Sections 100-33 and 100-244 in its denial of an application for a building permit to construct: (a) proposed additions and alterations to the existing dwelling at less than 15 feet on a single side yard; (b) proposed construction of a new accessory shed with new height, replacing the existing shed, and construction of a new accessory garage/shed in a location at less than the code-required five (5) feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 20, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the properly, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE REQUESTED: The applicants are requesting relief from the code's side yard setback limitations, required to be at a minimum of five (5) from the property lines for the new construction related to two accessory buildings, and minimum 15 ft. required setback for part of the new additions, related to a proposed garage on the west side of the dwelling, as shown on the May 17, 2005 site plan, revised 6-27-05, by Searles, Stromski and Associates. The proposed 12' x 24' garage addition on the west side of the dwelling will be 5'2" from the westerly lot line measured from the northwest corner, and 4'4" measured from the southwest corner. The roof is of a design that will have a slope lower than the common 12-12 pitch. Page 2 - October 27, 2005 ZB File Ref. 5760 - A. and J. Kropp CTM 143-5-8 The roof will be reframed on the smaller, preexisting 10'6" x 12'5" (nodherly) shed, and the setbacks will not be changed from the present location 2'7" and 2'8" from the westerly lot line. The height to the roof ridge will not exceed 14 feet, and is proposed to be changed from a gambrel roof to a reverse gable with shed dormer, to match the home. The southerly shed is in need of major structural repairs and reconstruction. Some repairs were commenced without town permits, and the work stopped when a stop work order was issued in 2003. The dimensions of the floor area of the southerly shed are 18.2' x 21.45' x 15' x 16.55', located 1'2" and 1'6" from the westerly lot line and approximately 4 feet from the southerly lot line, all at its closest points. REQUEST FOR ALTERNATE RELIEF: During the October 20, 2005 public hearing, the applicant was requested to consider an alternative regarding the southerly shed slab to cut the building back by three feet off the property line, eliminating the side closer to the property line. The applicant replied "if that's the option given by the Board," then he "certainly would follow that recommendation." The alternative relief will bring the proposed new reconstruction of this shed into more conformity with the code-required 5 ft. minimum setback from the westerly property line. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants have a narrow lot of only 75 feet which make a side addition difficult without some type of setback relief. Considering the lot has frontage on the water and is already improved, the preference is to build a garage addition to the home near the entrance driveway, rather than on the opposite waterside of the property, and to reconstruct a shed on the existing (southerly) slab and reconstruct the roof on the northerly shed, utilizing the structure that exists building. The alternative relief will bring the proposed new reconstruction of the southerly shed into more conformity with the code-required 5 ft. minimum setback from the westerly property line, for a 4 ft. minimum setback from the property lines. The waterside of the property is already improved with two accessory buildings, and the applicants wishes to keep the views presently enjoyed in the southerly yard, without new building construction. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. 3. The variances granted are substantial. 'The code requires a minimum of 15 feet on the westerly side of the dwelling, and the relief granted for the new garage addition is a 65% reduction from the code. The code also requires a minimum of 5 ft. setback from the property lines for the accessory sheds, and the relief granted is a reduction of 2'5" from this requirement for the northerly shed. The alternative relief for the southerly shed is a reduction of 18% from the code required 5 ft. setback, allowing a minimum setback of 4 feet (4'2") for the southerly shed. The bulk schedule of the code also provides for setback reductions, without variances, when a lot has a narrow width and lot size, as compared to the requirements for conforming-sized lots in this zone district. Page 3 - October 27, 2005 ZB File Reft 5760 -A. and J. Kropp 4. The difficulty has been self-created The applicants acquired a nonconforming narrow, 75 ft. lot on the water approximately 20 years ago, and the plans were designed for new construction without looking into the local zoning requirements. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The area consists of homes that are closer to the street, and some area fairly narrow lots with houses close to the lot lines. The applicant obtained approvals from the Town Board of Trustees and an application is pending with the NYS Department of Environmental Conservation concerning environmentally sensitive areas under the wetland codes. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefits of an addition to the dwelling and upgraded shed construction, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Chairwoman Oliva, seconded by Member Dinizio, and duly carried, to DENY the variance fer the requested location of construction/reconstruction of the 18.2 x 21.45 ft. garage (southerly) shed at 1 '2" and 1 '6" from the westerly side line, and to GRANT a variance~at-4;2'''Et its closest point to the westerly (side) lot line, for the sou~r!y garage/shed (when the size is reduced to 15.1 X 2!.45'), and elevation not to ex~d~ !4 feet · to the top of the ridge as shown on the Elevati0r~ Diagram A-1 dated 7/29/05, prepared by Searles, Strorti~ki~ ;~§§O~[~t~' ~h'd t6' ......... GRANT the variances for the new single-story garage addition to the dwelling, and for roof reconstruction of the northerly shed in its existing location, as shown on the May 17, 2005 site plan, revised 6-27-05, and Floor Plans A-1 and A-2 last dated 6/27/05, prepared by Searles, Stromski and Associates, SUBJECT TO THE FOLLOWING CONDITIONS: The easterly side yard of 20 feet of the dwelling shall remain open and unobstructed. The accessory buildings shall not be used for dwelling or livable floor area, and shall not be rented. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Dinizio, and Simon. (Member Orlando was absent.) This Resolutio~was duly adopted (4-0). Ruth D. Oliva, Chairwoman 12/]/05 Approved for Filing TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION .~INAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. ]FOUNDATION 2ND [ ]INSULATION ~/~F~RAMING / S~TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ...................................... FOUNDATION (21x~) ROUGH ~G & ~S~ATION P~ N.Y. / ' ' STATE E~RGY CODE ,. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 76.5.-1802 FAX: (6~1) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c Expiration /]]///7--'~, 20 O/ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have o~ need the following, before applying? Board of Health ,/ 4 s~ts of Building Plans J Planning B d approval N ¥S DE.C '~ Trust,s s/ Contact:. ~ APPLICATION FOR BUILDING PERMIT Date ,20___ INSTRUCTIONS a_ This application MUST be completely filled m by typewriter or m ink and submitted to the Building Inspector with 3 sets of plans, acoarate 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 sU-eets or c. The work covered by this application may not be commenced before issu~ace of Buildthg permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a pemut 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 Occapanay. £ Every building pernut shall expire if the work authorized has not commenced within 12 months aRer 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 time permit for an addition six months. Tbe~eaRer, a new pemtit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other apj~licable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or de~lition as herein described. applicant agrees to comply with all applicable laws, ordinances, building code, housing ~6d~, and regula~d~:r~/k~it authorized thspectors on premises and in building for necessary inspections_..~,....~_/_ /_ <~ of applicant of namc,~ corpora~on) (I(fai~ing addr~ of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ~ (As on the tax roll or la[est deed) If app~l~cant is a corporation, signature of'duly authorized officer ' (Name'an~:l title ot~ corporatc officer) - ~ Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. l. Location of land on which propo~,ed work will be done: ' Ho~e Numar S~t County Tax Map No. 1900 Section tc] ~ Block ~" Subdivision ~ iLO t~. ~/t4 I"~ ~'. ~'~t-t.¥~ Filed Map No. " 0Vume) t I ' , Lot ~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed coustmctlon: a. Existing use and occupancy .~'~ ~. ~ _o ~. ~t~ (~ 4. 5. 6. 7. b. Intended use and occupancy Nature of work (check which applicable): New Building Repair '~_ Removal_ Demolition Estimated Cost ~[~/ If dwelling, number of dwelling units If garage, number of cars 1'4 ~ Addition ~ Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor ~ ~ If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensionsofexi~tingstmctures, ifany:Fmnt 7~1, ~lt Rear .~[. 5- t Depth Height. I~ Number of Stories ~Y-.gt.d. u/,..e,~- -~/'~E..- Dimensions of same structure with alterations orjadditions: Front Z.. ]. ~ Depth I ~. ~. ~ Height. I ~ Number~ 8. Dimensions of entire new construction: Front Rear _Depth Height Number of Stories 9. Size oflot: Front -'[5~' Rear ~q ~ Depth 2.~0t 10. Date of Purchase~Name of Former Owner ~4F-4- 1 I. Zone or use district in which premises are situated ~- q 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO 13. Will lot be re-graded? YES__ NO ,~Will excess fill be removed from premises? YES __ NO 14. Names of Ownar of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. ls this properly within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this property within 300 feet of a tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF~ ~., ~,~.~'.4. ~'~/-o ~,~ ~i ~ , being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (Contractor, Agent, Corporate Officer, etc.) of said ovmer or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this og~ff~~.-.- day of ~ 20 0 G Notary Public RE~I~TRUCT EXI~,TING GARAGE FO ~E FLOOR EL-8.00 (U.C.~ EXISTING 9HED EL s ,EL*/ pflOvIOE CGHTINUC)U~ LiNE OF 5TARED t4AY BA~LS TO CO~A~ 5ED~ENT ~ OFf DURtt4G T~E CONSTRUCT~q pflASE OF T~4E pROJECT EL 4 Ap p,~[NT SHORELINE SURVEYED B' ~ STANLDT J. I NEN 5UFFLO~ ~ N.T.5. LIC NC; As ~.opro O~ OCT. 7, ~,00~ /; '~.~/' / ~ROOF PLAN r 1/4"=ILO" STORAGE CEILING JOIST ~FLOOR PLAN ~q ~,~. I/4%1'-0" (~)FOUNDATION PLAN 1/4"=1'-0" HINDON 5CNEDULE DESIGNATION AH251 V~NT AREA DOOR 5CFIEDULE EXTERIOR DOOR5 I'IANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA RI~IARK5 32 x 6 B THERMA TRU HINGED 20.0 5F, 20,0 5F GABLE FASCIA NOTES= I" X ~' RAKE FASCIA FASCIA AND 50FFIT NOTE5: I~ X ~,~ FA5CIA ROOF CONSTRUCTION NALL CONSTRUCTION FOUNDATION cONSTRUCTION NALL LEGEND: __ D(15TING MALL TO RB1AIN TYPICAL CORNER HOLDDONN DETAIL: 15- INSIDE CORNER C~NDITION 5-I VIi'ITL CORNER ~_TION STORAGE (~ SECTION RII~E VENT AJ, TOP OF RI~E ~r/ 14' I/4~MLO" EXISTING F~UNDATION TO REHAIN I C~ RTIFJG/~I'ION OF NAILING & L, ONNECTIONS REQUIRED, ~FRONT ELEVATION ,~4"-,'-o" (~) RIGt.-IT 51DE E L EVA T_ I_. _.¢:~. _O_N_?¢C_T.I.o_ .N._S.~ ~.,. ,,¢,, OODES OF NEW YORK STATE, /~,TOP OF RIDGE '~JI4' ~0" i VINYL CORNER F~I 'J~J~ERW~TERS CERTFI~' RE(}UlRD ]Y OR SE IS UNLAWFUL ITHOUT CERTIFICA' : OCCUPANCY APP ~ SEARLES, STROMSKI, ~ ASSOCIATES ARCHITECTS PLANNERS Proposed Alteration to an Existing Shed for IMr. and Mrs lTony Kropp 360 Riley Avenue 4attituck, New York REVISIONS I0. ICL I __1 I©. IO. IO. IO. IO_ SEAL (~REAR ELEVATION 1/4"=1'-0" j~ LEFT 51DE ELEVATION CONSTRUCTION 8HALt REQUIREMENTS OF THE CODES c ~I61EET YORK STATE. NOT RESPONSIBL FOR DESIGN OR CONSTRUCTION ERI )RS, RETAIN STORM WATER PURSUANT TO SECTION OF THE TOWN CODE, IUNOF~: i-10G A-1 STRUCTURAL 5TRAP MODEL~ L5TA (REOUIRED NNEN NO COLLAR TIES ARE USED NITNIN THE UPPER THIRD OF THE ATTIC 5PACE ~ 16" ON CENTER) SEE MATERIAL NOTE5 FOR 51ZES. TOP OF RIDGE~ RAFTER TO RAFTER CONNECTIONMI~ -- RAFTER. SEE PLAN IPON 51ZE5 AND 5PACING ~I5T. SEE pLAN FOR SIZE5 AND 5PACING TOP OF PLATE,~ RAFT£R TO PLATE CONNECTION'~ DOUBLE TOP PLATE, SEE MATERIAL'-- NOTE5 FOR 51ZE5 STRUCTURAL CONNECTOR 5EE MATERIAL NOTE5 FOR MODEL NUMBER5 (EACH 5TUG) IFOR SIZE5 --,SHEATHING SEE MATERIAL5 NOTE5 FOR 5IZE5 ~ TYPE 5ER NAILING 5CNEDUILE ON N-2 FOR FABTI~IING 5INGLE 5NGE. FOR 51ZE5 FLCOR JOIST. 5ER PLAN5 FOR SIZE5 ~ TOP OF SUBFLOOR~ ST'US TO 5TUG CONNECTION~ M BRACING NITHIN LABT THO RAT5 OF FRAMING AT 4'-0" INTERVAL5 BOUBLE TOP PLATE. SEE MATERIAL-- NOTE5 FOR 51ZE5 SHEET H-I FOR NAILIING ~CNEDULE) -- HEADER. SEE pLAN FOR NOTE5 FOR 51ZE5AND 5PAGING 5INGLE 5HOE. SEE FOR 51ZE5 FLCOR JOI5T. 5EE pLAN5 FOR 51ZR5 DOUBLE TREATED SILL PLATE OVER--- TERHITE SHIELD AND 5ILL SEAL. SEE MATERIAL NGTE5 FOR 51ZE5 POURED CONCRETE FOUNDATION O~ -- MAS~2NRT BLOCK FOUNDATION. 5ER EOUNDATION pLAN FOR 51ZE5, BEAM/RIM JOIST TOP OF 5UBFLOOR,i'~ STUD TO 5ILL CONNECTION'~ (4760 L~5 UPLIFT) CONTINUOUS REBAR 5~T 4" BELON TOP OF HALL. RAFTER, 5RE pLAN FOR 51ZE5 HEADER. 5EE PLAN SIZE5 ~USP' 5TRL~TURAL CONNECTOR FOR RAFETR AND 5TUG5 ~IAT ARE OFFSET. MODEL~ RT7/REF~ H2,5/f15 (5B5 LB5 UPLIFT) TOP OF PI-ATE RAFTER TO PLATE CONNECTION JU5P' 5TRUCTURAL--- CONNECTOR FOR RAFETR AND 5TUG5 THAT ARE IN-LINE. MGDEL~Js RTIO (REP N2) (5~5 LB5 UPLIFT) OR PT20 (REP N?) (1105 LB5 UPLIFT) CAB BE USED, SEE MATERIAL NOTE5 FDR MODEL NUMBER5 TO BE USED. (EACH STUD) EXTERIOR HALL 5TUG. 5EE MATERIAL NOTE5 FOR 51ZE5 AND 5PACIN,~ ~USPj 5TROCTURAL 5TRAP MODEL~ LTHI2 (REF ttLT5 12) ' (?3 LB5 UPLIFT) MAI' ALSO BE USED AS A STUD TO RIH JOI5T CONNECTOR ~ADS5~ U5p CONNECTOR NITt~ CARRIDGE BOLT5 EASTEN TO A 5/6" DIAM~rER THREADED ROD CONNECT5 UPPER AND I_ONER CONNECTOR& PROVIDE DOUBLE 5TUG5 AND 5TRAPPING FROM ROOF TO FOUNDATION AB 5HONN, .d~tOP OF SUB FLOOR _ __ '~STUD TO STUD CONNECTION IUSPi STRUCTURAL STRAp MODELI~ LSTA~O FOR 6" TO I0' JOIST USE LSTA56 FOR J2~ JOI5T. (REFER TO TABLE 5,3B ON 5HEFT N-I FOR HAILING SCNEDULE) 'USP' STRUCTURAL STRAp MODEL~ LTHI2 (REF ~LT5 12) (735 LB5 UPLIFT) HAY ALSO BE USED A5 A 5TUG TO RIM JOIST CONNECTOR (EACH STUD) A~TOP OF SUB FLOOR ~r~STUD TO 5ILL CONNECTION MODELg HPAHD22 (47(,0 -- LB5 UPLIFT) MAY ALSO BE USED A5 A CORNER HOLD DONN 5ER FOUNDATION PLAN FOR L~CATION II --ADDITIONASL U5P STRUCTURAL 5TRAP MODE:L# LSTA 12 FOR GREATER THAN 4'-0' ROUGN OPENING 5TRUCTURAL BTRAp MODEL~ LSTAI6 FOR 6" TO I0' JOIST USE LSTA24 FOR 12" JOIST FOR OPENINGS GP~EATER THAN 4~0il II -- USp' 5TRUCTURAL 5TRAP MODEL~ LSTAI6 (670 L~5 UPLIFT) FOR 6" TO I0" JOIST USE LSTA24 (qSO LB5 UPLIFT) FOR 12' JOIST. (EACH STUD) (REFER TO TABLE ~,~ ON 5HEFT N-I FOR HAILING ~N~ULE) ~USP~ S~UC~RAL--- CONNECTOR HODEL~ HP4F/REF~ LTP4 (~ L~ UPLIFT) ~T BM 5~UARE BEARING PLATE HASHER5 EVERY ~" FOR RERAR TYPICAL HALL ELEVATION ,,-o,' SEE pLAN5 FOR SIZE5 AND 5PACING 5TRAP (20 GAUGE MIN) LSTA MAT BE USED TO NRAp OVER THE TOP PLATE AT NINDON AND DOOR OPENING5 (REFER TO TABLE ~,~B ON 5NEET ~l-I FOR NAILING ~CNEDULE) OPENING5 LL55 THAN 4'-0" USE 5INGLE JACK AND FULL NEIC~T STUD AT EAOH END. MODEL~ LFTA6 (REF~ Hr,) (UPLIFT qqo LBS) HAT AL~O FOR STUD5 THAT ARE OFFSET MODELtt LSTA 12 (620 LBS UPLIFT) R RIM JOIST. SEE PLAN FOR DETAIL5 ING5 LARGER TNAN 41-0" USE DOUBLE JACK AND FULL flEIGNTSTUDAT EACH END. ~ SEARLES, STROMSKI, ~ ASSOCIATES ~" ARCHITECTS PLANNERS Proposed A]teration to an Existing Residence for IMr and Mrs. ITony Kropp 360 Riley Avenue Mattituck, New York REVISIONS I~ 05-_~18-2005 Issued to SCDHS, I C) Town of Southold & NYS DEC IOTo NYS DEC I ~ 06-27-~2005 Issued to ZBA I(~01 26-2006 Re issued to SCDHS IQ lC). IQ_ IQ SEAL SCAL~ TITLE Detail Wall Section & Elevation SHEET W-1 ( TTPICAL HALL SECTIONs/4,'-- ,'-o, FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3.1 NAILING SCHEDULE DESCRIPTION NUMBER OF NAIL5 I NAIL 5PACING JOINT ROOF FRAMING RAFTER TO TDP pLATE (TOE NAILED) SEE TABLE 5,3A PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAILED) 5ER TABLE 3.5A PER JOIST CEILING JOI5T TO PARALLEL RAFTER (FACE-NAILED) BEE TABLE B.7 EACH LAP CEILING JOIST LAP5 OVER PARTITION5 (FACE-NAILED) BEE TABLE 5.7 EACH LAP COLLAR TIE TO RAFTER (F,~E-NAILED) 5ER TABLE 3.4 PER TIE BLOCKING TO RAFTER (TOE-NAILED) 2-§D EACH END RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END HALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D' PER TOp PLATE AT INTERSECTION5 (FACE NAILED) 4-16D JOINTS-EACH SIDE 5TUB TO BTUD (FACE NAILED) 2-16D 24~ O.C. HEADER TO HEADER (FACE NAILED) lCD I(*' O.C, ALONG EDGES TOP OR BOTTOM PLATE TO B~JD (END-NAILED) 2-16D PER 2x4 STUD 5-1FOB PER 2x{o 5TUB 4-16D PER 2x§ 5TIJD BOTTOM PLATE TO FL~OR JOI5T, BANDJOIST~ENDJOI5T OR BIZZXING (FACE-NAILED) 2-lCD''= PER FOOT FLOOR FRAMING JOIST TO 51LL~ TOP PLATE OR GIRDER (TOE-NAILED) 4-§O PER JOIST BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END BLOCKING TO JOIST (TOE-NAILED) 2-6D EACH END BLOCKING TO 5ILL OR TOP PLATE (TOE-RAILED) 5-1f, D EACH BLOCK LEDGER 5TRIP TO BEAFI (FACE-NAILED) 3-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-ED PER JOIST BAND JOIBT TO JOIST (END-NAILED) 5-1(,D PER JOIST BAND JOIST TO 5ILL OR TOP PLATE (TOE-RAILED) 2-1~,Dj pER FOOT ROOF SHEATHING 5TRUCTURAL PANEL5 §D 61JEDGE/ 12" FIELD DIAGONAL BOARD 5NEATfllNG I'xC" OR I"X§" 2-8D PER SUPPORT I'xlO" OR HIDER 5-ED PER SUPPORT CEILING 5HEATNING GTP5UH NALLBOARD I BP COOLER5 J 7" EDGE/ I0" FIELD HALL SHEATHING STRUCTURAL PANEL5 SD 6"EDGE/ 12" FIELD FIBERBOARD PANEL5 7/16" 6P 5a EDGE/6" FIELD FLOOR SHEATHING EDGE TO OBTAIN HIGHER 5HEAR CAPACITJE$~ NAILING RE~IIREI'IENT5 FOR $TRUCTURAL IIEMBERS 5HALL BE DGJBLED, OR ALTERNATE C4~NECTORS~ SUCH A5 5HEAR SEE pLAN5 FOR BIZE5 ~ TYPE ~ (R~ AC4) (UPLIFT 1815 LBO)~ HODEL~ pBS66 (REF~ AC~) (UPLIFT 1815 LB5) SEE PLAN FOR 51ZEE. POST, SEE pLAN EOR PA44 (REF, AB44)~ MODEL~ pASSE (REF#AfCE) SEE PLAN FOR BIZE5, o TTPICAL POST SECTION FRAMING AND CONNECTOR DETAIL TABLE 3.3B FASTEST MILE UPLIFT 5TRAP CONNECTION HINDSPEED(MPN) REQUIREMENTS ,o J 12o FRAHING 5PACING (IN.) ROOF 5PAN (FT,) ~lL~ IN F~C,4 ~D ~ 12 24 4 5 28 4 5 12 5 4 20 4 5 TABLE 3,4 FABTEST MILE HINDSPEED (MEN) I10 I 120 16 4 4 RIDGE STRAP 5PACING (IN,) 12 16 FI.2 24 45 72 i'IULTIPLIER .00 .53 ,~0 2.00 4.00 6,00 I TABLE R301.2.1.2 HOOD BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR HOOD STRUCTURAL PANELSA'B'C'D EASTNER SPACING FASTENER TYPE PANEL SPAN LES5 THAN 4 FOOT LES5 PANEL 6 FOOT LES5 PANEL OR EQUAL TO 4 FOOT 5PAN LES5 THAN OR SPAN LES5 THAN OR EQUAL TO 6 FCOT EQUAL TO 8 FOOT TABLE 3.3A IRAFTER/CEILING JOIST TO TOP PLATE EABTESTHILEHIND 5PLED (MPN) LATERAL AND 5HEAR CONNECTION REQUIREMENTS TABLE 3,7 ROOF SPAN J2 4 6 8 12 3 5 6 8 12 5 4 5 7 24 4 7 I0 15 CORNER HOLD-DONN 5ER FOUNDATION PLAN FOR LOCATION BLOCKING A THO BAY5 OF FRAHING INTERVAL5 SECTION A-A TYPICAL FLOOR AND ROOF BRACING 5cale~ ~'/4" = I'-0" AT END HALL5 ~ SEARLES, STROMSKI, g~ ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMr. and Mrs ITony Kropp 360 Riley Avenue Mattituck, New York I REVISIONS 05-18-2005 Issued to SCDHS, I Q Town of Southold & NYS D~C I 06-16-200S RESUBMITTED OTO NYS DEC I (~. 06-27-2005 Issued to ZBA 1(~01~26~2006 Re-issued to SCDHS IQ SEAL SCALE TITLE Tables, Schedules and Diagrams SHEET W-2 PROPOSED RESIDENCE FOR and 360 , MATTITUCK, NEW YORK Z Fq gONE X (SOO) AVENUE sBBvE,' GE LOT 15 TEST HOLE BY McDONALD GEOSCIENCE ~ IN ON 6 OCT 0,3. 75.00' MA? OF- PROPERTy OF o~ c~ou~ OEO. H., W~ T. AND D.T. ~ILEY SITUATE ZONE X (~ 00) 2.0' 2.0 0.2* (TYPICAL) MATrlTUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. bo SURVEYED FOR: ANTHONY R. KROPP C~ JOANNE E. KROPP C) IT1 ~i~ FM# 186 ~ ~:~ DATE FILED NOV. 27, 1928 ~ TM~ 1000-143-05-008 PERCEtlT OF ADJACENT AREA LOT COVERAGE IS Iq,q7% pp.G°DGED 51~ITAR¥ 5¥5TEPI GUARANTEED TO: ANTHONY R. KROPP JOANNE E. KROPP SURVEYED: 20 JUNE 2001 AREA = 20,757.031 S,F. OR 0.477 ACRES FLOOD ZONE ~DATA FROM FIRM MAP~ 36103C481 0, DATE,MAY 4, 1998 ELEVATIONS S~IOWN HEREON ARE IN 1929 NGVD. A.W.L (AVERAGE LOW WATER) AND WETLANDS DELINIATION DONE BY H2M AND OTHIERS. WETLANDS DELINENATED BY JOHN STALZER, OCT 7, 2001, EXISTINg SHED EXPANSION AND NEW DOCK LOCATED ON 17 OCT 03, 1 8.2' EASTERLY (U.¢.) FD CMI SURVEYED BY: STANLEY J. 15AKSENI JR. P.O. BOX 2q4 NEN 5UFFLOK N.Y, 11%6 N.'I',5. LIC NO. 4q273 5EHER ELEVATION I0 FY, DARK BROWN SANDY LOAM BROWN SILTY SAND SM OL I=~O-L~C-.T SI i ~ PALE BROWN FINE SAND SP ~ LOCATIOfl HAP -- 7.4' WATER ENCOUNTERED 2,, TEST HOLE WATER IN PALE BROWN FINE SAND SP 14' PVC PIPE CONCRETE COVER CLEAN SAND (~DR¥ HELL SECTION GPADE ELEVATION CITE PLAN EL 4 AS MAPPED ON OCT. 7, 2001 .5~le~ II ., 201 I000 GALLON SEPTIC TANK BACKFILL CLEAN 5AND AND GRAVEL ELEVATION 2'-0" SEPTIC TANK NO SCALE .SEPTIC 5YSTEH DETAIL --.BACKFrLL HATERIAL TO BE -- CLEAN 5AND AND GRAVEL TYPICAL LEACHING POOL ~j} SEARLES, STROMSKI, a~. ASSOCIATES ~'" ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMf. and Mrs.' ITony Kropp 360 Riley Avenue Mattituck, New York REVISIONS (I~05-18-2005 Issued to SCDHS, I 0 To_~ of Southold & NYS DEC I (~_06-16-2005 RESUBMITTED 10~.06-27-.~200Sl~.u~dtoZUA 01-26-2006 I~-- Re-issuedtoSCDHS IO___ IO___ lC lO IO TITLE Site Plan SHEET SP-1