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HomeMy WebLinkAbout34450-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33824 Date: 07/10/09 T~IS CERTIFIES that the building ALTERATIONS/ADDITIONS Location of Property: 360 RILEY AVE MATTITUCK (HOUSE NO.) (STREET) (N3~MLET) County Tax Map 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 FEBRUARY 23, 2009 pursuant to which Building Permit No. 34450-Z dated FEBRUARY 23, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The Occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING 1ST FLOOR COVERED PORCHES, 2ND FLOOR DECK, 2ND FLOOR COVERED PORCH, ATT ONE CAR GARAGE, AND SOLAR PANELS, TO A/q EXISTING ONE FANILY DWELLING AS APPLIED FOR PER ZBA #5760 10/27/05. · ~ne certificate is issued to A/~THONY & JOAArNE E KROPP ( OWNER ) of the aforesaid building. SUFFOLK CO~ DEPART~T OF H~%LTH ~PP~O~L~L R10-05-0084 06/16/09 ELEC"~RICAL CERTIFICA~ NO. 3025396 06/06/08 PLIERS u~KTIFICATION DA'rED 06/22/09 BERTSAND PLUMBING & HEAT Rev. 1/81 Fsb 26 09 02:05~ SSR Rrchiteots TOWN OF SOUTHOLD BUILDING DEPA RTM ENT TOWN HALL 765-1 gll2 APPLICATION FOR CERTIFICATE OF OCCI This appliCalinn must be filled in by typewriter or ink and submktcd to the Buildlr G31744GG54 p.2 For new building or new use: 1. Final survey of property with accurate location of all buildings, property I: topographic features. ; Deptrtmcnl wkl', the followiig: BLI~ I~PI. ,, ]OWN OF S~U~D 2. Final Approval ]~m Heallh Dept. of water supply ;md sewerage-disposal (S-9 fbrm). 3. Approval of electrical iostallatlon from Board ofl~irc Underwriters. 4. Sworn statement from plumber cedifying that the solder used ir~ system contains less than 2/10 o~ 1% Icad. oK Code Compliance fi'om architect or engineer responsible for the huildin~. 6. Submit Planning Board Approval oFcompleted site plan rcqulrcment~. For existing huildinffs (prior to April 9, 1957) non-conforming uses, or bnildings and "pre-existing" htnd uses: I. AccumXe survey of property showing all property lines, streets, bui]ding ~md unusual natural or topographic '['eat utes, 2. A properly completed application and consent to inspect signed by thc applicant. Ifa CcrtiGcatc ot"Occ-upallcy is denied, the Building Inspector shall state the ma.~ons t:hcrctbr in wrking to thc appIicant. 1, Certlflcatc o f Occupaacy - New dwelling $25.00, Additlons to dwelling $25,00, A hcratiOns to 6welling $25.00, Swimming pool $25.00, Accessory buildlng $25.00. Additions to accessory building $25.00, Bu~incssc,~ $50.00. Cenil~catcofOccupancy on Prc-existingBuikling- $100.00 3. Copy of Certificate ol'Occupm~cy- $.25 4. Updated Ccrtil~cate of Occupancy- $50,00 5. 'I'cmpora~ Certificate ofOc~upancy - Residential $15.00, Comme~iai $15,00 Date. February 2~ 2009 New Construction: __ X Old or Prc-cxistlng Building: Location of Propeny:.~3._60 Riley ~venue I louse No. Street (check one) Ma~tituck ] ]mulet Owner or Owpers of Properly; Suf£olk Counl:y T~ut Map No 1000. Section __ ~ubdivision Gao q., Permit No. 344S0 Hcahh Dep~, Approval: Planaing Board Approwfl: ...... Request Ibr: Temporary Ccrlificat~ Fee Submitted: $ 25.00 Aathony and Joanne Kropp 143 Block 05 Lot 008 Wm T and DT Riley FilcdMap. 11186 LOt: 15 DateofPcrmit. 2-23-09 Applicant: ~nbhony cml Jpanne Kroke~p lJnderwrilcrs Approval: Final Ccrtilqcato: X (check one) Town I Inll, 53095 Mnln fload P.O. Box ll7g Soolhold, New Yolk 11971 Fnx (516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION DATE: June 22, 2009 Building Perlnit No. 31956Z Owner~ Anthony R. ~ropp (please pCint) P]umber~ _._~Rr~d.~%u_m_~ing ~Hea~9g, Inc. (please print) I certify that tile solder used in the water supply system contains less than ~/~.0 of 1% lead. (Plumbers Signature) Sworn to before me this 22nd day of June Notary Public, Suffolk Elleen M. Reeohe Notary Public, State of New York No. 4826942 Qualified in Suffolk County Commission Exl~lres January 3t, 20_~ ,X~02009 County BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by WILDWOOD ELEC. 18 - 4 th STREET PO BOX 808 WADING RIVER, NY 11792, 360 RILEY AVENUE MATTITUCK, NY 11952 Located at Application Number: Section: Block: ANTHONY KROPP 360 RILEY AVENUE MATTITUCK, NY 11952 3025396 Lot: Certificate Number: 3025396 Building Permit: BDC: 31956 ns11 Described as a Residential electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Detached Garage, Outside, Attic, occupancy, wherein the premises electrical system consisting of A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6th Day of Ju.e, ZOOS. Ni~e OTY Rathe Rating Circuits Tv~e AdditionalCharges SB&L1000-143-05-008 Alarm and emergency equipment Sensor 2 0 0 Carbon Monoxide Sensor 5 0 0 Smoke Appliances and Accessories Air Conditioner 2 0 Above 1500 BTU Dish Washer I 0 1.2 KW Exhaust Fan 2 0 F.H.P Furnace I 0 Gas Hydro Massage Tub (Therapeutic) I 0 Pump Motor I 0 I H.P Range 1 0 12.7 KW Panels I 100 15 1 100 7 Service Service Disconnect: 0 200 Continued on Next Page I of 2 cb seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by WILDWOOD ELEC. 18 - 4 th STREET PO BOX 808 WADING RIVER, NY 11792, ANTHONY KROPP 360 RILEY AVENUE MATTITUCK, NY 11952 Located at 360 RILEY AVENUE MATTITUCK, NY 11952 Application Number: Certificate Number: 3025396 3025396 Section: Block: Lot: Building Permit: BDC: 31956 ns11 Described as a .Residential occupancy, wherein the premises electrical system consisting of electrical devices and wrong, described be ow, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6tl~ Day of Juae, 2008. Narae QTy Rathe Ratine Circuits TyI~' Service1 Phase3w Service Rating200Amperes Wiring And Devices Fixture 75 0 Incendescent GFCl Circuit Breaker 1 0 Outlet 75 0 Fixture Outlet 86 0 Gen, Purpose Paddle Fan 8 0 Receptacle 14 0 GFCl Receptacle 43 0 Gert, Purpose Switch 57 0 Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. lasue Date 10/19/2007 Electrical Inspection Certificate Electrical blspecflon Service. inc. Application 375 Dunton Avenue 11~i96C East Patchogue, NewYork t1772 (631) 266..6642 Issued To: Mr. Anthony Kropp Street: 360 Riley Avenue Village: Mattituck Zip: 11952 Section: Block: Lot: Contractor: Energy By Choice Ltd. Lic.# Was exambled and Iou~ to be in compliance wfth Ihe Nalkonal EtacLrical Code. Town: Southold Commercial I I NVOefecta ; Pool I I lstFIoer IX Indoor xl Residential i I DeLGamge Switches Receptacles Fixtures Dishwasher Wes~er/Amps Dryer/Amps Furnace Oil Gas Circulators Meter Amps Phase UG/OH Jacuzzi I Attic Oven Range/Amps I I 2nd Root Xl Oul;Ioor ; A~ddt~n Smoke Detector Television Xl Basement I HotTub i Survey A/C Fans Bali Transformer CO Detecfor Bldg. Permit: Other Equipment Photo voltaic System 15 Sharp 142w Modules 1-SMA 3000US inve[ter W 1-30 amp DC Disc. ll-Raintight 30 amp Disc. Hugo S. ~urdi President James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0301C Date: February 21, 2008 THIS CERTIFIES that the first and second floor additions to dwelling all with gutters, leaders and drvwells; increase deck; re-construction of shed; replace sanitary system At 360 Riley Avenue, Mattituck, New York Suffolk County Tax Map # 143-5-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 07/07/05 pursuant to which Trustees Permit # 6185 Dated 08/24/05. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the first and second floor additions to dwelling all with gutters, leaders and dr~wells; increase deck; re-construction of shed; replace sanitary system The certificate is issued to ANTHONY & JOANNE KROPP owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34450 Z Date FEBRUARY 23, 2009 Permission is hereby granted to: ANTHONY & WF KROPP 23 NIMITZ STREET HUNTINGTON,NY 11743 for : ALTERATIONS AND ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA 5760 & TRUSTEES & DEC. THIS PERMIT REPLACES 31956. at premises located at County Tax Map No. 473889 Section 143 pursuant to application dated FEBRUARY Building Inspector to ex~pire on AUGUST 360 RILEY AVE MATTITUCK Block 0005 Lot No. 008 23, 2009 and approved by the 23, 2010. Fee $ 765.30 Aut orize igna ure ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 3~ Z Date MAY 2, 2006 Permission is hereby granted to: A KROPP & WIFE 23 NIMITZ STREET HUNTINGTON,NY 11743 for : ALTEP~ATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION #5760 & TRUSTEES & DEC at premises located at County Tax Map No. 473889 Section 143 pursuant to application dated APRIL Building Inspector to expire on NOVEMBER 360 RILEY AVE MATTITUCK Block 0005 Lot No. 008 26, 2006 and approved by the 2, 2007. Fee $ 765.30 Authorized Signature Rev. 5/8/02 ORIGINAL TOWN OF $OUTHOLD · BUILDING DEPARTMENT TOWN I~LL SOUTHOLD, NY 11971 TEL: (6~1) 76~1802 FAX: (631) 76~-9~02 www. northfork.net/Southold/ rE nTNO. BUILDING PERIvtlT APPLICATION CHECKLIST Do you havo ~ nc~l the following, be, fora %uplying? Bo~rd of Head~h 4 sot~ of Bulldog Pla~ S~fic Form ~ ofp~ ~ pl~ p~ m s~. Fee ~r~g b. PI~ p~ s~g l~on of lot ~d of b~ on ~, re~o~ m ~jo~g p~es or p~c s~ or c. ~ wo~ ~v~d by ~ ~H~on ~y not ~ co~c~ ~f~ ~ of B~g P~L ~ a C~ of ~c~. Hunting~ ~°{~) S~ whe~ appli~t ~ o~cr, 1~, agent, ~cM~, cn~, g~l con~r, elanco, pl~ or b~ld~ Owner Nameofownerofpremises Anthony R. Kropp and Wife (As on the tax mil or la. st deed) ff applicant is a corporation, signatur~ of duly authorized officer (Name and title of corporat~ officer) Bull&rs Licen~ No. Plambe~s License No. Electdciam License No. Other Trade's Lic,~e No. 1. Location of land on which proposed work will tm done: 360 Riley Avenue Mattituckr NY 11952 House Number Sheet Hamlet County Tax Map No. 1000 Section 143 Block 5 Lot Subdivision Geo. H. , Wm. T. and Filed Map No. 1 8 6 Lot (Name) D.T. Riley 8 15 2. State existiog use and occupancy of premises and intended use and oeeulmncY of pr°p°sed c°ns~tinn: a. Existing use and oeeupancy Single Family Residence h. lntendeduscandoccup~cy Single Family Residence 3. Nature of work (check which applicable): New BuildinK Addition x Alteration Repair x R~moval 4. EstimatedCest $85:000.00 5. If dwelling, number of dwelling units ~f garage, number of cars 1 x Demolition Other Work (Description) Fee (To be paid on filing this application) 1 Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N / A 7. Dimensiousofexistingstructores, ifany: Front 38.5 ' R~ 38.5 ' D~th 34 Height 16.2 ' Numbor of Stories 1 Irregular Shape Dimensions of same structure with alterations 9r additions: Front 5 0.0 ' Depth .5 (5.4 ' Height2 6.0 Number of Stories 8, Dhnensions o£ antiro new consl~uction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 7 5 ' 10. Date of Purclmse 2 3 Jan8 5 2 Irregular Shape ~er 49'+ .D~m~ular Shape Namc ofFo~Owner Mr, & Mrs. Arthur Sauer 11. Zone or use district in which premises are situated R- 4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES x NO__ 13. Will lot be rc-graded? YES NO ~ Will excess fill be removed fiom premises? YES NO__ O~ner: Anthony R. Kropp and Wile Address:23 Nimitz Street Phone:631 549-9240 14. Huntington, NY 11743 Architect: Searles Stromski Associates Address:131 Route 25A gtc ] Phone: 631 744-2852 Rocky Point. NY 11778 Contrac~cor: Owner 15a. Isthiapropoa-tywithinl00feetofafidalwetlandorafreshwat~rwetland?*yES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PER-NflTS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO.__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. ff elevation at any point on propeIty is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF (Con~, Agen~ ~ O~r, ~.) ~ ~ ~ con~ Sworn to~fom me this ~ JANE ~STROMSK~ NOTARY PUBL~O 0 ST46408~ QUALIFIED SUFFO~ ~ TERM EXPIRES OEC~, APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, No~th 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 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 27, 2005 ZB File No. 5760 - Anthony R. and Joanne E. Kropp Property Location: 360 Riley Avenue, Mattituck CTM 143-5-8 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 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 property, 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 FHe Ref. 5760 - A. and J. Kropp (3TM 143-5-8 The roof will be mframed on the smaller, preexisting 10'6" x 12'5" (northerly) 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 Ref. 5760-A. and J. Kropp CTM 143-5-8 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 for 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" at its closest point to the westerly (side) lot line, for the southerly garage/shed (when the size is reduced to 15' x 21.45'), and elevation not to exceed 14 feet to the top of the ridge as shown on the Elevation Diagram A-1 dated 7/29/05, prepared by Searles, Stromski, Associates, and to 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 Resolut~.¥vas duly adopted (4-0). Ruth D. Oliva, Chairwoman 12/,//05 Approved for Filing DEC PERMIT NUMBER 1-4738-02932/00002 FACILITY/PROGRAM NUMBER(S) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION EFFECTIVE DATE Oc~ber 14, 2005 EXPIRATION DATE(S) PERMIT Under the Environmental Conservation Law October 13, 2010 TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [] Permit to Operate r~ Adicle 15, Title 5: Protection of Wa- ters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells ~ Adide 15, Title 27: Wild, : Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Anthony R, and Joanne E. Kropp ADDRESS OF PERMI']q-EE 23 Nimitz Street, Huntington NY 11743 CONTACT PERSON FOR PERMITTED WORK Searle% Stmmski~ Associates, 131 Route 25A Suite 3, Rocky Point NY 11778 NAME AND ADDRESS OF PROJECT/FACILITY Krupp Property, 360 Riley Avenue, Mattituck NY TELEPHONE NUMBER (631) 271-1058 ITELEPHONE NUMBER (63!) 744-2852 LOCATION OF PROJECT/FACILITY SCTM Cf 1000-143-5-8 COUNTY Suffolk TOWN I WATERCOURSE Southold James Creek NYTM COORDINATES E:707.5 N:4539.8 Description of Authorized Activity Remove the existing cesspool, concrete patio, wood stairs, shower, and construct a two story addition to the dwelling, covered porch, new garage, sanitary system, reconstruct the existing garage, and reconstruct the roof of the shed. All work shall be performed in accordance with the plans prepared by Robert Stromski last revised on 6116105, and stamped NYSDEC approved on 10/14/65. contingent upon stdct compliance with the ECL, all applicable Brook, NY 11790-2356 I DATE I Page 1 of 4 October 14, 2005 I FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 8, 2005 AMENDED: July 12, 2005 TO: Anthony Kropp 23 Nimitz Street Huntington, NY 11743-6253 Please take notice that your application dated June 2, 2005 For permit to construct additions and alterations to an existing single family dwelling and reconstruction of an accessory garage and an accessory shed at Location of property 360 Riley Avenue, Mattituck, NY County Tax Map No. 1000 - Section 143 Block5 Lot8 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this non-conforming 20,778 square foot parcel in the R- 40 District, is not permitted pursuant to Article XXVI, Section 100-244, which states that non- conforming lots, measuring between 20,000 and 39,999 square feet in total size, require a minimum single side yard setback of 15 feet. Following the proposed additions and alterations, the dwelling will have a single side yard setback of +/- 4.4 feet. In addition~ the proposed reconstruction of the accessory shed and accessory garage are not permitted pursuant to Article III~ Section 100-33~ which states that such structures "shall be set back no less than 5 feet from any lot line." The existing accessory shed is noted as being +/- 1.16 feet from the side yard line and the existing accessory garage is noted as being +/- 2.67 feet from the side yard line. Both structure will remain in that location following reconstruction. This Notice of Disapproval was amended on July 12~ 2005 to address the proposed reconstruction of the existing accessory buildings. CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. Board Of $outhold Trustees SOUTHOLD, NEW YORK PERMIT NO ..... .~...!.~ ..... DATE: ....A.~gp~.~..~.,....200S ISSUED TO ANTHONY & JOANNE KROPP ........................ Pursuant 1o t~ prows~on of Chapter 6lO of ~e ~ws of the Sta~ of New Yo~, 1893~ end ~apter ~ of the ~ of the Sf~te of New York 19~2~ ~nd the Southold To~n Ordinance IN AND ON TOWN WATERS AND PUBLIC ~NDS end RE~OVAL OF S~ND, GRAVEL' OR OTHER ~TE~IALS-F~ ~NDS .UNDER TOWN WA~RS:~. ~nd in ~cc~dence with 'the Aug 2~, Resol~ion of The B~rd adopted at a meeting held ~ ......... :- ................. .2Q?~....., ~nd in consider*tlon of the sum of $ ......~.~..g.g---- p~id by of ~c~uck ........ N. Y. ~nd suble~t ~o ihe of ~uthold Town Tr~ees euihorlzes end perm~H ihe following: We~nd Pe~R ~o re~ns~uet ~e e~eting shed, ~n8tru~t ~t ~nd se~nd ~r ~ddi~o~ · e dwelling, in~e~se ~e front de~, 8nd repl~ ~e e~ng ~ndi~on d~l18 ~nd gu~e~ ~re ins~lled to ~n~in ~e r~f runoff ~nd ~ line of s~ked h~y b~les is pl~d down p~or to ~ns~ru~on, ~nd ~ll ~s depicted on ~e 8i~e plsn prepared by Ro~ 8~skl I~st revved June 27, 2005. ~ll in e~eorden~ w~h ihe dei~i~d · ~e odglneli~9 IN WITNESS WHERE', ~e sdd Boerd Of Tmdees ~re- by ~u~s ifs ~r~r~t~ S~I ~o be ~xed, b~ su~ed by ~'.mel~ of the TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION FINAL [ ) FIRE SAFETY INSPECTION [ ) FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING ~' FINAL [ ] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [R ~ ;:::S :STANT CONSTRUCllON ..~ ] R .RE..,R...,ES%_F~I, ETRATION DAT~ ~0- ~ r I.SP.CTOR 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 [ ] RRE RESISTANT FENETRATION REMARKS: DATE INSPECTOR ~~~-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND ~ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR___~'/~-'~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBO. [ ] FOUNDATION 2ND [ ] INSULATION ~ F~,~~MING/STRAPP~ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~z~/'/~ ~ , INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~OUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG, ] INSULATION ] FINAL [ REMARKS: ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~ / REMARKS: ~ /'~--~ ~~ ~2_, 9 ~ INSPECTOR DATE / Permit # Permit Date REScheck Software Version 3.7 Release lb Compliance Certificate Project Title: The Kropp Residence Report Data: Energy Code: L~x:a~on: Construction Type: Heating Type: Non*Electric Glazing Area Percentage: 19% Heating Degree Days: 5750 Construction Site: 360 Riley Avenue Mattituck, NY 11952 New York State Energy Conservation Construction Code Suffolk County, New York Detached t or 2 Family Owner/Agent: Tony Kropp 360 Riley Avenue Matfituck, NY 11952 DesignerlContracto~. Robert Stromski Seades, Stmmski, Associates 131 Route 25A Rocky Point, NY 11778 63t-744-2852 Ceiling 1: Flat Ceiling or Sdssor Truss: Wall 1: Wood Frame, 16' o.c.: Window 1: Wood Frame:Double Pane ~ Low-E: D(x~r 1: Glass: Floor 1: AlI-Woed Joist/I-russ:Over Unconditioned Space: Floor 2: All-Wood Joist/Truss:Over Outside Air. 1190 30.0 0,0 42 2197 15.0 0,0 137 266 0,320 85 158 0,330 52 1190 21.0 0.0 52 7 21.0 0.0 0 Statement of Compliance: The proposed building represented in this document is consistent with the building plans, specifications, and oiher calculations submitted with this permit application. The proposed systems have been designed to meet the New York Stata Energy Conss~vation Construction Code requirements. When a Registered Design Professional has stamped and signed this are attestln professional judgment, such plans or specifications am in Company Na~ne ; ' I Data ' The Kropp Residence Page 1 of 4 REScheck Software Version 3.7 Release 1 b Inspection Checklist Date: 05/01/06 Ceilings: I~ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulatian Comments: Above-Grade Walls: I~1 Wall 1: Wood Frame, 16' o.c. R-15.0 cavity insulaauan Comments: Windoves: I~1 Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factom, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No Door 1: Glass, U-factor: 0.330 Comments: Floor t: All-Wcod Joist/'l'mss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Floor 2: All-Wood Joist/Truss:Over Outside Air, R-21.0 cavity insulation Comments: Air I ~lGage: Joints, penetrations, and all other such openings in the building envelope that ara soumes of air leakage must be sealed. Recessed lights must be 1 ) Type lC rated, or 2) installed inside an appropriate air-aught assembly with a 0.6` clearance from combustible metedals. If non-lC rated, the fixture must be installed with a 6` clearance from insulation. VaPOr Retarder: Required on the warm-in-winter side of all non-ventsd framed ceilings, walls, and floom. Materials Identification: ~1 Mafadals and equipment must be installed in accordance with the manufacturer's instsllaauon instnJclJons, ~1 Materials and equipment must be identified so that compliance can be determined, I-I Manufacturer manuals for all installed heating and cooling equipment and service water beaaung equipment must be provided. [] Insulation R-values and glazing U-factors must be cleady merkeq on the building plans or specifications. Duct Insulation: [] Supply ducts in uncondiauoned attics or o~Jtside the building must be insulated to R-8. [] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [] Supply ducts in unconditioned spaces must be insulated to R-8. ~1 Return ducts in unconditioned spaces (except basements) must be insulated to R- I~1 Return ducts in unccmdiauoned spaces (except basements) must be insulated to R-2. · tssula§on is not required on retum ducts in basements. Duct Construction: The Kropp Residence Page 2 of 4 I~1 All joints, seams, and connect]ons must be escumly fastened wi~ welds, gaskets, mastics (adhesives), meslk3-plus-embeddeq-fab~c, or tapes, Tapes and mas~cs must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts opera§ng at less than 2 in. w.g. (500 Pa). I~l The HVAC system must provide a means for balancing air and water systems. Tenlpenlture C~trols: I~1 Each dwelling unit has at lesat one thermostat cepabla of automaitcally adjusting the space temperature set point of the largest zone. Effiotrlc Systems: I~1 Separate elac~c rnetem are required for each dwelling unit. Fireplaces: I~1 Fireplaces must be installed with tight tiffing non-combustible fireplace doors. I~l Fireplaces must be provided with a source of combustion air, as required by the Fireplace construct]on provisions of the Bu//d/ng Code of New York State, the Residential Code of New York State or the New York City Building Code, es applicable. Service Water Heating: Water heaters with vertical pipe dsers must have a heat b'ap on both the inlet and out]et unless the water heater has an integral heat f~ap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: I~1 Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/oil heater switch and require a cover unless over 20% of the hea§ng energy is from non-deplatabla sources. Peel pumps require a time dock. Heating and Cooling Piping InsulMlon: HVAC piping conveying fluids above 105 degrees F o~' chilled fluids below 55 degrees F must be insulated to the levels in Table 2. The Kropp Residence Page 3 of 4 Table f: Minimum Insulation Thickness for Circulating Hot Water Pipes leaulation Thickness in Inches by Pipe Sizes Non-Cimulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1 ' Up to 1.25" 1.5' to 2.0' Over 2' 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. PIpinl~ System Types Range(°F) Insulation Thickness in Inches by Pipe Sizes 2'Runeu~ 1' and Less 1.25"to2.0' 2.5"to4' Heating Systems Low pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperatum 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) The Krupp Residence Page 4 of 4 SEARLES, STROMSKI, ASSOCIATES ARCHITECTS ~ PLANNERS, P.C. Kropp Solar Panel Fastener Design 360 Riley Avenue Mattituck, NY 11952 3-Second Gust wind Speed = 120mph Exposure Category = B July ~8,2007 As per Table 1. DesignWind Pressure for the project is 35 pounds per square foot. Using Table 2. Sunframe Loads. The design loads for each tboting of a Sharp ND-072 ERU/LU and ND-N2ECU module at 32" spacing are 32 pounds of dead load and 475 pounds of live load due to wind uplift. Using Table 3. Lag Screw Design Pull Out Values. An embedded depth of 2" into roof rafter would be the required minimum. Roof Sheathing used is 5/8" thick. Figure thickness of roofing material and footing to determining bolt length 2" of 5/16 diameter will resist 532 pounds of uplift. Each footing has 475 pounds of uplift plus 32 pounds of dead load. Required fasteners for 360 Riley Avenue Mattituck, NewYork. 5 / 16" diameter lag bolts with 3 2' spacing and an embedded length of 2" into roof rafter (allow for roof material thickness, footing thickness, and 5/8" sheathing to determine overall bolt length) If 3/8" diameter lag bolts are used an embedded length of 1-3/4" into roof rafter would be required. 131 ROUTE 25A, SUITE 3 , \ -~C'i~ ~ ROCKY PO NT, NEWYORK 11778L~_e-,~' ' PHONE (631) 744-2852 FAX (631) 744-6654 Ir~tallafion Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail ~BIl~n~llli~e Table 2. SunFrame Loads (pounds per footing) at Standard Rafter Spacings Your design point loads (capacity per footing) must be at or above the loads listed here. The installer is solely responsible for verifying that the roof can withstand these design point loads. For specifications based on design wind pressure values greater Minimum design live load Minimum as a function of design design wind pressure dead load 20 pst' 30 psf 40 psf $0 psf BP Solar BP3125 Raker/footing spacing: 24" 29 276 375 474 573 32" 39 392 524 656 788 48" 59 661 NA NA NA BP Solar BP31 gO, -~ I &0;, -,41 ?$; BPSX 160, - 170 Rafter/footing spacing: 24" 31 289 394 498 603 32" 41 410 549 689 NA 48" 61 687 NA NA NA Evergreen EC 102, ECI I O, ECI 15 Rafter/footing spacing: 24" 30 288 392 496 600 32" 41 408 546 685 NA 48'~ 61 684 NA NA NA GE Energy GEPVlOOM,-110M Rafter/footing spacing: 24" 30 272 369 466 563 32" 40 387 516 645 774 48' 59 653 NA NA NA GE Energy GEPVI73M Raker/footing spacing: 24~ 30 272 369 466 563 32" 40 387 516 645 775 48" 60 653 NA NA NA Isofoton I-I00 Rafter/footing spacing: 24" 30 250 336 422 508 32~ 40 357 472 586 701 48' 60 608 780 NA NA Isofoton I-ISOS Raker/footing spacing: 24" 30 250 336 422 508 32" 40 3S7 472 586 701 48" 60 608 780 NA NA Kyocera KC 130GT Rafter/footing spacing: 24" 31 266 360 453 547 32" 41 379 504 629 753 48" 62 641 NA NA NA Kyocera KC 170GT Rafterlfootingspacing: 24" 28 245 330 415 499 32~ 38 351 464 577 690 48" 56 599 768 NA NA Kyocera KC2OOGT Rafter/footing spacing: 24" 31 266 360 453 547 32" 41 379 504 628 753 48" 62 641 NA NA NA than 50 pounds per square fool contact UniRac. In general,the minimum design live load equals the footing spacing (in feet) times the rail spacing (in feet) times the design wind presure from Table I. Minimum design dead load Minimum design live load as a fun~on of design wind pressu~// 20 ~sf 3o psf~4o psf so,st' Mitsubishi MF I I OEC3, MF 120EC3 Raker/footing spacing:. 24~ 30 265 359 452 546 32" 40 378 502 627 752 48" 60 639 NA NA NA Mitsubishi MF 12$A2LF, MF 13OEA2LF Rafter/footing spacing: 24" 28 239 321 403 484 32" 37 343 452 561 670 48" 55 586 750 NA NA Rafter/footing spacing: 24" 31 288 391 495 599 32" 42 408 546 684 NA 48" 63 684 NA NA NA Photowatt PWI6SO Rafter/footing spacing: 24" 29 239 320 401 482 32" 39 343 451 559 667 48~ 58 586 749 NA NA Sanyo HI P- 180BA3, - 18SBA3, - 190BA3, - 196BA3, -200BA3 Rafter/footing spacing: 24" 27 248 335 421 508 32" 36 355 470 586 701 48" 55 605 778 NA NA Schott Solar ASE285,ASE300,ASE315 Rafter/footing spacing: 24" 58 356 480 604 728 32" 77 499 664 NA NA  41". ON~.~.~P P L I CA B L E ~ D-O72ERU/LU (72W nonrectagula~ ~. 14 ~I S~ Pd~ ~. ( endm~ule),~dNO-N2ECU(142~- / /- ~ ~'~-I ~/footi~ spacing: 24" ~ 224 300 ~ 3~ 453 ~) Sharp ND-L1 EJ EA (I 23VV), NO-LSE I U (12SV/) Rafter/footing spacing. 24" 34 279 378 476 575 32~ 45 397 528 659 790 48~ 68 667 NA NA NA Sharp ND-162Ul, ND-167U3A Rafter/footing spacing: 24" 29 250 336 423 509 32" 38 357 472 588 703 48" 57 608 781 NA NA Sharp NE- 170U I Rafter/footing spacing: 24" 33 289 392 495 599 32" 44 409 547 685 NA 48" 66 686 NA NA NA Sharp ND-200U I, NO-208U I Raker/footing spacing: 24' 33 298 406 513 621 32" 45 421 565 709 NA 48" 67 704 NA NA NA Shell 16SP,-PC, 17SP,-PC Raker/footing spacing: 24" 35 297 404 510 617 32" 47 420 562 704 NA 48" 70 703 NA NA NA Con~Jnued on page 8 NA = hoc applicable. Never a/iow total load (live load plus dead load) £o exceed 800pounds per foocin~ ~l~ll~~ InstallafionManualB08.1 SunFrame® Planning and Assembly for Threaded Slot Rail Table 2 (continued from p. 7). SunFrame Loads (pounds per footing) at Standard Rafter Spacings Your design point loads (capacity per footing) must be at or above the loads listed here. The installer is solely responsible for verifying that the roof can withstand these design point loads. For specifications based on design wind pressure values greater Minimum design ave load Minimum as a function of design design wind pressure dead load 20 ps[ 30 pst- ,I0 f~sf .50 pst than 50 pounds per square foot, contact UniRac. In general, the minimum design live load equals the footing spacing (in feet) times the rail spacing (in feet) times the design wind presure from Table I. Minimum design live load Minimum as a f'unction of design design wind pressure dead load 20pst 30pst 40pst 50pst SunPower SPR200, SPR210 Rafter~ootlng spacing: 24" 32 286 388 490 32~ 43 405 542 678 48~ 64 680 NA NA SunWize SW I I S, St 120 Rafter/footing spacinG 24" 30 269 363 458 32" 40 382 509 635 48" 61 646 NA NA SunWize SWl 5SL, SW 16SL Rafter/footing spacing: 24" 30 301 412 523 32" 40 425 573 721 48" 60 710 NA NA UniSolar ES62T 593 RafferlfootJng sparing: 24" 15 228 310 393 475 NA 32" 20 328 438 548 658 NA 48" 30 564 729 NA NA UniSolar US64 553 Rafter/footing spacing: 24" 23 250 340 429 519 762 32" 30 358 477 597 716 NA 48' 45 609 788 NA NA YingliYLB0,YL85 634 Rafter/footing spacing: 24" 26 227 304 381 458 NA 32" 35 327 430 532 635 NA 48" 52 563 717 NA NA NA = not applicable. Never allow total load (llve load plus dead load) to exceed 800 pounds per footing. 6. Ensure that live loads do not exceed puU-out limits. Based on the characteristics of your roof truss lumber and the lag screws, consult Table 3 m determine the lag pull-out value per 1-inch thread depth. Compare that value to the minimum design live load per footing determined in step 4. Based on these values, determine the length of the lag-screw thread depth you require to resist the design live load. The lag pull- out value per footing must be greater than the footing design live load. If your SunFrame rails require splices, see also "Footing and splicing requirements" (p. 11), before begianing your installa- Il:your SunPrame requires standoffs, always use at least two lag screws to secure each standoff to the structural member. Bolt the L-foot to the standoff through the slot nearest the bend in the L-foot. Table 3. Lag screw design pull-out values (pounds per embedded I" thread depth) in typical roof truss lumber Speci['lc Lag screw Douglas Fir--Larch 0.50 ~2~66 304J Doughs Fir--South 0.46 235 269 Engelmann Spruce, Lodgepole Pine (F1SR 1650 f & higher) 0.46 235 269 Hem--Fir 0.43 212 243 T Hem--Fir (North) 0.46 235 269 Thread depth Southern Pine 0.55 307 352 j Spruce, Pine, Fir 0.42 205 235 Spruce, Pine, Fir (E of 2 million psi and higher grades of iVlSR and HEL) 0.50 266 304 Sources: Uniform Building Code 1997, American Wood Council. Notes: (I) Thread mus~ be embedded in a rafter or other structural roof membe,~ (2) Pu/~out values incorporaze a 1.6 safoty faaor recommended by thc American Wood Council. (.~ ) See Uniform Building Code ~'or required edge distances. ~NJ~" InstallationManual808.1 3. Determine the design wind pressure required for your installation. Design wind pressure is the amotmt of wind pressure that a stxucture is designed to withstand, expressed here in pounds per square foot (pst'). To determine the design wind pressure required for your insta~lafian, apply the following factors using Table 1: · your basic wind speed (determined in step 1), · your exposure category (determined in step 2), and · the height of your roof above the ground. If your values fall outside the range of the table, or if your design w/nd pressure exceeds 50 psf, consult UniRac, a profes- sinnal engineer, or your local building authority. Module manufacturers provide wind pressure rating for their modules. Confirm that they meet or exceed the wind speed rating for your installatlot~ If in doubt, contact the module manufacturer. I ~ ~ ' foot spacing ~ Figure 5. Foot spacing and overhang defined. SunFrame® Planning and Assembly for Threaded Slot Rail Table {. Design wind pressure (pst) by wind speed and exposure category Basic wind speed (ml)h) 70 BO 90 I00 I I0 120 130 Category B 15' roof height I 0 13 17 21 25 30 35 20' roof height II 14 18 22 27 32 38 25' roof height 12 I $ 19 24 29 ~ 4 I 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' r~of height 19 24 31 38 46 54 64 2S' roof height 19 25 32 40 48 57 . 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 S I 62 74 87 Source:These design w~nd pressure (P) values are based on the formula P = Ce * C.q * qs * Iw (UI~C 1997, Vo1. 2, St~ctura/Engineering Design Pr0vg sions, Chapter 16, Div. III, Wind Design, p. 7). Assumptions: Iw = I and Cq = 1.3. 4. Determine minimum design dead and live loads for standard rafter spacing. Footing spacing refers to the space between L-feet (or stand- offs, if used) along the same SunFrame rail (Fig. 5). Footing spacing may not exceed 48 inches. For the rafter spacing at your installation, consult Table 2 to determine your minimum design llve loads and design dead loads per footing. Locate the manufacturer and model of the PV module that you-plan to install and the rafter spacing at your installation site. Read or interpolate live loads for the design wind pressure you determined in Step 3. For assistance on this point, consult a local professional engineer. A Verify that roof framing members have adequate /1~ capacity to support these design loads. If they do not, try a clossr footing spacing. If the result is still not accept- able, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. 5. Verify acceptable rail end overhang. Rail overhang (Fig. 5) must not exceed 50 percent of footing spacing. For example, if footing spacing is 48 inches, the rail overhang cannot be more than 24 inches. In this case, two footings can support a rail as long as 96 inches (48 inches between the footings and 24 inches of ovethang at each end). ~ SEARLES, STROMSKI, ASSOCIATES ARCHITECTS PLANNERS, P.C. FOOTING SUPPORT FOR ~UHIRAC RAIL 5YfiT~ TO 131 KO~25A S~5 BE F~T~ED TO R~ ~ NIT~ 5/16~ ~oc~ ~w~o~s DIA~ ~ ~T (~1~ 26 L~TI~5) puos~ (~)7~as~ p~ (~so ~ ~ ~ ~oposed Ad~Qon & .......... , , nlt.r~ao. ~o~ : : r. a~ rs. : ~ ,' Kro~p , I ' ~ ' 300 ~ley Ave. 21~" 2~+8" ~1 7~6I , ; SEAL SOLAR PANEL DETAIL SPD-1 SEARLES, STROMSKI, ASSOCIATES ARCHITECTS PLANNERS, P.C. July 19, 2007 Town of Southold 53095 Main Road Southold, NewYork 11971 Attention: Patricia Conklin Re: Permit# 31956 Dear Ms. Conklin: Attached please find copies of the revised construction drawings for the addition/alteration project located at 360 Riley Avenue Mattituck under permit # 31956. The drawings address the field changes that happened during construction. The major modification was the extension of the reverse gable roof over the second floor deck. These changes were seen during our past fi'aming and insula~fion inspections. I had explained to the inspector that revised drawings would be submitted to the building department. In addition to these changes, the client has decided to add a solar panel system to the roof over the master bedroom. A design package for the securing method of the system is included for your review. If you have any questions regarding the revised drawings or solar panel fastening design, do not hesitate to contact me. Architects Planners, P.C. I31 ROUTE 25A, SUITE 3 PHONE (631) 744-2852 ROCKY POINT, NEWYORK 11778 FAX (631) 744-6654 OWN'ER TOWN OF SO'~OLD I~OPERTY RECORD CARD - I It FORMER OV~N ER RES. ~t,/~ SEAS, VL. FARM LAND IMP. TOTAL DATE VILLAGE E W DISTRICT I SUB. ACREAGE I TYPE OF BUILDING LOT COMM. IND. I CB. I MISC. REMARKS {hq/77 B~ ~G CONDmON/hcZ¢ eo ,~,, Fotal ;wampland ~rushland House Plot Tillable 2 rillable, 3 Noodland NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Extension ,~'x '/ - 'q~./ ret ? = ~/~ Basement '~. Floors p~ ~tension /~X~: ~ ~ ~t. Walls /5~lnterior Finish ~x~,~t,. ~tension ~Xl ~: ~ ~'~ ~ ~ ¢ ~ Fire Ploce H~ ~ Porch Attic ~. ~:~ 7~ ~ /~__. Porch,. Rooms 1st Flor Garage / ~ ~ /~ z ~ff / ~ Driveway PROPOSED RESIDENCE FOR 20~lgA?R -3 ?M 2:52 and 360 , MATTITUCK, NEW YORK AVENUE 75.00' ZONE X (500) ZONE X SURVEY OF LOT 1 5 MAP OF PROPERTY OF GEO. H., WM T. AND D.T. RILEY SITUATE MATFITUCK, TOWN OF SOUTHOLD SUFFOLK COUN1-Y, N.Y. m ,¢[[ FM# 186 .,-.x~ DATE FILED NOV. 27, 1928 '~ ... S~ TM~ 1000-~43-05-008 TANK AND (5) LEAr241N6 POOL ~ANITAR¥ PERCENT OF ADJACENT AREA LOT COVERAGE 15 Iq.q7% GUARANTEED TO: ANTHONY R. KROPP JOANNE E. KROPP SURVEYED: 20 JUNE 2001 PORCH PROPOSED AREA = 20,757.031 S.F. SANITARY ETSTB1 OR 0.477 ACRES FLOOD ZONE DATA FROM FIRM MAP# ,361030481 ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD. G. DATE MAY 4, 1998 TEST HOLE BY McDONALD GEOSCIENCE ON 5 OCT ORIGINAL GROUND DARK BROWN SANDY LOAM 1' BROWN SILTY SAND SM OL PRO. L=C,T SlTi~ PALE BROWN FINE SAND SP ~ L(XT.~TION HAP No ~ -- 7,4' WATER ENCOUNTERED INLET 4' DIAHETER PVC PIPE THICK CONCRETE COVER WATER IN PALE BROWN FINE SAND SP --14' TEST HOLE NO 5ml~ ~DRT HELL SECT!Off No 5~le REAR HA..CONRY 5TfiOP SHED 31.25' 18.2' CM DEEP DRYHELL 51TE PLAN 0 o AS MAPPED ON OCT, 7, 2001 ,/ A.W.L. (AVERAGE LOW WATER,) AND WETLANDS DELINIATION DONE BY H2M AND OTHERS. WETLANDS DELINENATED BY JOHN STALZER, OCT 7, 2001. EXISTING SHED EXPANSION AND NEW DOCK LOCATED ON 17 OCT 03. SURVEYED BY: STANLEY J. ISAKSEN~ JR, P.O. BOX 2q4 NEN 5UFFLOK N,Y. 11956 N.Y.5. LIC NO. 4q273 5EHER PiPE T~2J6HOUT PER F[Z)T 9LOPE AT INLET GRADE ELEVATION SEP'FIC SYSTEM ELEVATION I0 FT. ELEVATION 103 ET. 1000 GALLON SEPTIC TANK CLEAN 5AND AHD GRAVEL ELEVATION 21-0" SEPTIC TANK BACKFILL CLEAN SAND AND GEAVEL TYPICAL LEACHING POOL SEPTIC 5TSTEH DETAIL ~ SEARLES, STROMSKI, gi~ ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to ar~ ' Existing Residence for IMajor General and [Mrs Tony [Kropp 360 Riley Avenue Mattituck, New York REVISIONS I ®.0S_lS_200s 1--ed to SCDHS, lO. Tom of Southold & NYS DEC I (~).06-16-2005 RESUBMITTED IOTo NYS DEC 1(~.06-27-2005 Issued to ZBA I (~.6-11-2007 Revised-field changes I Q~.3 -31-2009 Submitted to Health I0. Depm b.ent for Final Approval lC). IQ IQ ID. ID. SEAL FITLE Site Plan ¢HEET SP-1 PROPOSED RESIDENCE FOR and 360 R[LE YA-VENUE, MATTITUCK, NEW YORK Z (TYPICAL) TO my ~ELL (TYPICAL) PLAN (~51TE AVENUE SDRVEY OP . IN 75.00' / MAP OF PROPERTY OF ZONE X ~'¢ GEO. H., WM T. AND D.T. RILEY SITUATE ZONE X MATT/TUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. ~o SURVEYED FOR: ANTHONY R. KROPP ~D c~ JOANNE E. KROPP C) inn EXJSTJNG NEN SEPTIC TANK AND (B) LEACN~NG FOOL SANITARY 5TSTEH SHED DEEP DRTNELL$ PERCENT OF ADJACENT AREA / LOTCOVI:'RAGE 15Iq.q7% / / (PFPICAL,) REr'~OVE EXISTING / FLOOR EL=8.00 EL B EL 7 EL 4 FM# 188 DATE HLED NOV 27, 1928 TM//, 1000-145-05-008 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 FRO~I FIRIvl MAP~ 36103C¢81 G, DATE MAY 4, ELEVATIONS SHOWN HEREON ARE IN ~929 NGVD, 1998 TEST HOLE BY McDONALD GEOSCIENCE ON 6 OCT 03. ORIGINAL GROUND DARK BROWN SANDY LOAM BROWN SIL]'F SAND SM 5' OL PALE BROWN FINE SAND SP -- 7,4' WATER ENCOUNTERED WATER IN PALE BROWN PINE SAND SP -- 14' TEST ROLE PRO. L=CT 51TE LOCATION r'IAP PVC PIPE TNIONC~CR~EC~ER -BACKFILL r'IATERIAL TO BE-- CLEAN 5AND DRY NELL SECTION A.W.L (AVERAGE LOW WATER) AND WETLANDS DELINIATION DONE BY H2M AND OTHERS. WETLANDS DELINENATED BY JOHN STALZER, OCT 7, 200L EXISTING SHED EXPANSION AND NEW DOCK LOCATED ON 17 OCT 03, SURVEYED 5TANLET J. 15AKSENI JR. P,O. BOX 2(]4 NEN SUFFLOK N,T, IIq56 N.Y.5. LIC NO. 4q27~ 9:22 I000 GALLON SEPTIC TANK TO CLEAN SAND AND GRAVEL ELEVATION 21_0II SEPTIC TANK CLEAN 5AND AND GRAVEL TYPICAL LEACHING POOL NO ~ALE ~ SEPTIC SYSTEM DETAIL ~ SEARLES, STROMSKI, ~ ASSOCIATES ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMf. and Mrs. JTony Kropp 360 Riley Avenue Mattituck, New York REVISIONS IG05-18-2005 Issued to SCDHS, lO Town of Southold & NYS DEC I G 06-16-2005 RESLIBM1TTED IOTo NYS DEC I (~).06-27-2005 Issued to ZBA 1~01-26-2~006 Re-issued to SCDHS IQ SEAL TITLE Site Plan SHEET SP-1 PROPOSED ADDITION AND ALTERATION FOR and 360 RILEY AVE., MATTITUCK, NEW YORK PRESCRIPTIVE DESIGN METHOD5 120 MpH HIND ZONES CLIHATIC AND GEOGRAPHIC DESIGN CRITERIA 45 DECAY SLIGHT TD FLOOR AREA5 290 IDESIGN LOAD5 YE5 N/A SCHEDULE OF ABBREVIATION5 ~ SEARLES, STROMSKI, {~ ASSOCIATES ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for [Major [General and [Mrs. Tony IKropp 360 Riley Avenue Mattituck, New York REVISIONS 1~.~05-18-2005 Issued to ~CDHS, 06-16-2005 RESUBMITTED TO NYS DEC Town of Southold &s~,YS DEC 1...06-27-2005 Issued to ZBA 01-26-2006 Re-issued to SCDHS 6-11-2007 Revised field changes lO__ lO EAL As Noted DATE 04/05/06 TITLE Project Information SHEET A-1 HALL LE6END~ TYPICAL CORNER HOLDDONN DETAIL: FOUNDATION CONSTRUCTION INSULATION NOTE5 AO PER 5HEIET5 H-I AND H-2 (TYPICAL ALL) FOUNDATION FO~ CREEK ROOH. 41-8 I/2~ (TYPICAL ALL) FOUNDATION BOILER d I I d L UNE ALL) CRAHL 5pACE X CRAHL 5PACE ~ISTJNG - 24' X 24" CRAHL 5pACEI ACCE55 AND VENT TOP OF FOUNDATION 15" BELOH FOUNDATION FOR CREEK ROOH. ' FOUNDATION NOTE, DROP NEN FOUNDATION TO ALIGN NITN EXISITNG CRAHL 5PACE FOUNDATION. ) GUTSIDE ALIGN HIiTN EXIST DROP NEN ~ SEARLES, STROMSKI, ~ ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for JMajor JGeneral and JMrs. Tony EXISTING CEILING NEtGNT ~0"1 FROI'I TOP OF 5LAB TO BOl-rOH OF FLOUR JOIST/I'OP OF EXISTING FOUNDATION HALL NO 5ILL PLATE PLAN FOUNDATION I EXISTING FOU DAT,ON iK opp NEH SUB EX/STING, FULL CELLAR AS PER 5flEETS N-I 2 (TYPICAL ALL) N-I AND N-2 (TYPICAL ALL) (TTPICAL ALL) 1/41'=i'_0,' T A5 RE~4JIRED 360 Riley Avenue Mattituck, New York REVISIONS ~)05-18 2005 Issued to SCDHS, I~) Town of Southold & NYS DEC I(~) 06-16-2005 RESLIBMITTED IOTO NYS DEC I (~ 06-27 200S Issued to ZBA 1(~01-26 2006 Re lssuedtoSCDHS IQ~) 6-11-2007 Revised-field changes lO__ ©-- TITLE Foundation Plan SHEET A-2 NINDOH scHEDULE SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA BORE55 REMARK5 [] ANDERSEN CASEMENT CNN 6.6 5F, 7.2 5F, q6 BF. YE5 [] ANDERSEN CASEMENT CB5 4.6 BF. 4,q 5P 6,6 BF. NO [] ANDERBEN CASEMENT ~.~P~O~ N/A 25,0 BF, 26 q DF. NO [] ANDERSEN CASEMENT eX24 lB 4 BF. 16,3 BF. 20.e 5F, TEE ~ ANDERS~ CAS~ENT C22~ ~.O 5F. ~.4 5F. ~ 4 5r NO ~ ANDER5~ ARCH TOP PICTRE AFFN~2 N/A lo,~ 5F, ~2,0 5F, NO ~ ANDERS~ CASeMeNT C2~ G,2 BP, R~ DF, I~ 5F, ~ ~DERSEN CASEMENT CXHJ4 q,O DF, R~ 5F, 120 5F ~ 5~LECTED BT ~NER G~55 B~K ~A 0 5F, ~,o 5F, ~.0 5F, ND ~ 5ELECTED BT ~NER G~55 BL~K N/A 0 5F, 8,0 5F, ~,0 5F, NO DOOR 5CkI~DULE EXTERIOR D~R5 INTERIOR D~R5 HALL LEGEND: __ EXlSTIHG HALL TO RI:MAIN HALL CONSTRUCTION FLooR CONSTRUCTION FLOOR FINISHS5 A5 PER pLAN 3/4" TONGUE AND GROOVE PLTNOOD 5HEATNING RAILED AND GLUED FIRST FLOOR, SIZES AS NOTED TO MATCH EXISTING INSULATION NOTE5 MODIFIED Nil ~LECe~D JJ JJ (2) 2" X NIi STRUCTURAL (~¢PICAL) CREEK ROOM uP 14 111-7 I/2II KITCHEN EXI5TING 5~-0 I/2" ADDED ~) BEDROOM EXIDTING ]2' X 41 BEDROOM (]) 2Ii × ~" HEADER CLOSET EXI5TING 50LID FOOT LVL FLUSH HEADER ,4j BATH CERAMIC TILE 5OLIO pOST PATCH OPENING FOR GTPSUM BOARD LIVING ROOM EXlBTING RAILING NOTE: ~FIRST FLOOR PLAN EXISTING 8,51 &F. - ADDITION 53q 5. F. III-4 I/2" 6' CEILING JOIST 16' ON CENTER GARAGE ~ SEARLES, STROMSKI, ASSOCIATES 1~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMajor IGeneral and IMrs Tony IKropp 360 Riley Avenue Mattituck, New York REVISIONS I(h0S-la 200s Issuedto SCDHS, lC) Town of Southold & NYS DEC I[~ 06-16-2005 RESUBMITTED I QITO NYS DEC I (~_06-27-200S Issued to ZBA I(~)_01-26-2006 Re4ssuedto SCDHS I~) 6-11-2007 Revised-field changes I©_ I© I© I© I© I© I0 I© EAL TITLE First Floor Plan CHEET A-3 gOOF CONSTRUCTION 50 YR, AROIITECTURAL GRADE ASPflALT ~NINGLE ~O LB, FELT PAPER NALP CONSTRUCTION CERTAINTEED CEDAR IMpRE5510N VINYL f~IIN6L~ PANEL5 INSTALLED OVER PROPER AIR INFILTRATION BARRIER. FLOOR CONSTRUCTION INSULATION NOTE5 R-21 INSULATION HIT~ MIRE TIE6 AT CELLAR CEILIN~ R-SD INSULATION AT FLAT CEILIRGS DECK N 14 HINDO~ ADDED NDR. ~) HALL LEGEND: -- EXISTING NALL TO REtrAIN (~)5ECOND FLOOR PLAN PROPOSED ADDITION 715 $,F, (2) t 3/4' X II 718' I.QE LVL GIRDER RAILING NOTE: I I/2" DIAMETER STE~L PIPERAIL, FI rF]lR [I WALL MINIMUMS) · FRAME MALL TO UNDER51DE OF ROC~ RAFTERS ,NND pLUr15ER FOR EXACT DIMENSIOfl5 OF pLATEOPJ1 FRAME ACCC~DINGLT. II II II a I ! 2' x v' R~ RArrm ~ SEARLES, STROMSKI, ASSOCIATES ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMajor [General and IMrs. Tony IKropp 360 Riley Avenue Mattituck, New York REVISIONS ~.05-18-2005 Issuedto SCDHS, ~.Town of Southold & NYS DEC ~.06-16-2005 RESUBMITTED ~.TO NYS DEC 1(~).06-27-2005 Issued to ZBA 1(~).01~26 2006 Re issued to SCDHS 1(~.6-11-2007 Remsed-field chknges IO. IQ IQ IQ IQ IQ IQ IQ EAL SCALE DRA'WN By TITLE Second Floor Plan SHEET A-4 Roof cONSTRUCTION ~ROOF pOST II II J PLAN 1/4'1=1'-0'' m m ~ SEARLES, STROMSKI, ~g ASSOCIATES ~" ARCHITECTS PLANNERS JProposed Alteration to an Existing Residence for [Major [General and [Mrs. Tony IKropp 360 Riley Avenue Mattituck, New York REVISIONS 1(7)0s-18-200s lssu~d to SCDHS, lO. Town o£ Southold & NYS DEC 1(~).06-16-2005 RESUBMITTED 1(~].01-26-2006 Redssued to SCDHS 1(~.6-11-2007 Revised field changes lO_ lO_ I~_ IQ lO_ lO_ SEAL SCALI~ TITLE Roof Plan SHEET A-5 eTOP Of: NIC.~IST RI~E ATTIC VAULTED ~T_~ SUB FLt~R ~TOP ~F PLATE ~OF HEADER 5/4' TIG COX MASTER BEDROOM KITCHEN BEDROOM PORCH FULL CELLAR I Q BUILDING SECTION 114"=1'4' "h CL GABLE FASCIA NOTES: I" X 6" RAKE FASQA ('AZEKj TRIM BOARD) FASCIA ANt) 50FFIT NOTES: RAILING NOTE: 4~,' I~l~ GUARDRAIL TOP AND BO17OM 51DING NOTES~ - 'CERTAINTEED~ CEDAR liIPREESION VINYL 51DING INSTALLED OVER RIGID INSULATIOfl AND pROPER INFILTRATION BARRIER, (REF~ A~44)~ MOOELN PAF~E (REF# A~GE) SEE PLAN FOR 51ZE5, Q BUILDING fiCTION 514"4'-0" Q BUILDING VENT THROUGH RGOF (TTP,) ~"F ....... I, , eAR I I I I / i-i/,l NGLAV. I ~"I NI~NEN 1~l;2'[2'~ 24 ~, , ~ ~,s,~ ,~ ~v. I ~. c. I s' ~-r/4'u J Tu~ J ~,,~ ~,, ~.~ ~,, Q PLUMBING RISER DIAGRAM NO SCALE GENERAL NOTE5: GARAGE fiCTION 1/4'1=1'-0" ROOF CONSTRUCTION 30 YR, ARCHITECTURAL GRADE A5PNALT SHINGLE {~ SEARLES, STROMSKI, ~. ASSOCIATES ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for I~EIC-NT ORLON RIPER (NO RI[~E Si?.APS REO~IRED)pROViDE ALIJ.INUil FLA~,i~ A5 REQUIRED START,I~ O:~ISTRU~T,~21 AND ,S"ALL I~E REPfl'BISU:- EDR 5Nl[ iMps. Tony NALL CON5TRUCTION CERTAINEDED CEDAR I"PR551CH VINYL EDINGLS pANELS INSTALLED OVER PROPER AlE INFILTRATION DARRIER, FLOOR CONSTRUCTION FOUNDATION CONSTRUCTION IMajor IGeneral and 360 Riley Avenue Mattimck, New York REVISIONS I(~?-18-2005 Isaedto SCDHS, I (~.Town of Southold & NYS DEC I Q06 1~6 2005 RESUBMITTED 1~).01-26-2006 Re-issued to SCDHS IQ~).6-11-2007 Revised field changes IO. I0_ lC). IQ I0. IQ I0_ lC). SEAL TITLE Building Sections SHEET A-6 TOP OF FOUNDATION_~ TOP OF PLATE,d-. iNSULATION NOTES IKropp HIGHE.ST RIDGE BLUE 5TONE CAP~ RIDGE VENT GABLE VENT £ERTAINTEED BEDAR Ir'IPRESSERI VINYL 51DING ~ SEARLES, STROMSKI, g~ ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for JMajor JGeneral and IMrs. Tony IKropp (~) FRONT LEVEL ELEVATION I ,.-kJ, TOP oF NIC. iHEST RIDGE FLOOR LEVEL ELEVATION I I J I J -STCflE VENEER TO B~J I I , I I I I I PICKED BY ONNER. I I I VINTL GABLE VENT RIDGE VENT ~ 5PIBAL 5TAIR C~CRETE PIER GABLE FASCIA NOTES: J:ASCIA AND 50FFIT NOTES: RAILING NOTE: TMROUGt~. sIDING NOTES: - ~CERTAINTEEDj CEDAR Ii'lERE551DN VINYL 51DING INSTALLED OVER RIGID INSULATIDN AND ERDPER AIR INFILTP, ATION BARRIER. - ~CERTAINTEEDI CEDAR IHPRE551DN VlNTL CDRNER Pi~T IN NFIITE, - ICERTAINTEED~ 41 LINEAR ERIH AROUND DOOR5 AND NINDGH& 360 Riley Avenue Mattituck, New York REVISIONS I(~_0s-18-200s Issueato SCDHS, I[~ Town of Southold & NYS DEC I J~ 06-1._~6-2005 RESLIBMITTED I(~).xo NYS I~EC 1(~06-27 2005 Issued to ZBA 1(~)01-26-2006 Re-issuedto SCDHS IQ lO. IQ IQ IQ SEAL ?ITLE Building Elevations ;HEET A-7 %6. FLUES CEMENT CAp REVERSE GABLE ROOF EXTENDED OVER DECK RII~iE VENT (~) RIGNT 51DE r~TOP OF NIC~IEST RII~E I I ELEVATION T,C, FLUE5 CEMENT CAP BRICK CNii'INEY 'T ELEVATION j 2 RON5 OF j ~LOCI~. TOP OF tIIC¢.IE~T RII~E,d~ SECOND FLO(~ LEVEL,d~ GABI-E FASCIA NOTES, FASCIA AND 50FFIT NOTES~ RAILING NOTE, SIDING NOTES, SEARLES, STROMSKI, {} ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMajor General and Mrs. Tony Kropp 360 Riley Avenue Mattituck, New York REVISIONS 155os-18-2oos issued to SCDHS, I (~Town of Southold & NYS DEC I (~_06-16-200S RESUBMITTED IC~TO NYS DEC I ~O6-27-2005 Issued to ZBA I C) 01-26 2006 Re-issued to SCDHS I(~ 6-11-2007 Revised field changes IQ I© I© IQ I0___ I©_ I0_ ,EAL TITLE Building Elevations HEET LEFT 51DE ,/,4,,.,,-0,, A-8 (~)FRONT REAR r~.TOP 1~: FIIC,~I~T RIDGE I' BLUE rt~FIRET FLOOR LEVEL ELEVATION I I I RIDGE VENT ABLE VENT iABLE VENT ~ SEARLES, STROMSKI, g~. ASSOCIATES m ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence £or [Mr and Mrs. [Tony Kropp EXISTING COflCRETE PODNDATION 5TONE VENEER TO BEJ J PICKED BT OHNER. I LJ Mattituck, New York REVISIONS 905 18-2005 Issued to SCDHS, GABLE FASCIA NOTE5: Ij X gj RAKE FASCIA (JAZER' TRN1 BOARD) 8 ~ POURED CONCRETE NALL FOOTING [ 12' GABLE OVERJ~ANG I ~ I ~ 06-27-2005 Issued to ZBA A~AAN ~ I NO 5: 1~01-~6-2006 Re-issuedtoSCDHS VINTL CENTER VENTED B~DED ~FFIT RAILING NOTE: lb ,: I STORY DECK AND CIRCULAR P1ETAL E,~T Rl[:r.~ :,ABL~ VENT R~mE V~ STAIR, ~ILING TO BE ~STR~ED JO_ SIDING NOTES, SEAL F.H ITL ~ ii1~11 i? Iii I I II I~1 III ir IiiiiiiiiI I I" Ij411141IlJll~ CORNERCERTAINTEEDposT CEPAB IHPREBflON Vlk I PIt'OJECT NO 03~ J TITLE ~ kB/EL Building ,, ~ED o~C~E ,,. u~leva~;ons I I E' P'~JFRED CONCRET~ I I I I I I I ELEVATION ,,~,, ,, o,, A-7 TOP OF I.IIGNF. ST RIDGE~h RIDGE VENT L SECOND FLOOR LEVEL~'~ (~RIGNT SIDE ELEVATION I I T,C, FLUE5 CEHENTCAp BRICK CHIHNEY FIP. ST FLO0~ LEVEL,d~ ,'~,TC~ OF' HIGHEST RIDGE TEAR A .~INGLES. FLA~ AT ALL ROOF BREAKS, PROVIDE ICE/HATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EI~E5 ,"~5ECOND FLOOR LEVEL '~7 q, _~. (~ LEFT SIDE ELEVATION TO 1/4"=P-O" GABLE FASCIA NOTES: FASCIA AND SOFFIT NOTES: I' X ~ FASCIA (~AZEK' TRIN ]BOARD) RAILING NOTE: 51DING, NOTES: - ~CERTAINTEED~ CEDAR VINYL 51DING INSTALLED OVER RIGID INDJL4TION AND PROPER AIR INFILTRATION BARRIER. ~ SEARLES, STROMSKI, ~ ASSOCIATES ARCHITECTS PLANNERS Proposed A]teration to an Existing Residence for JMr. and Mrs. JTony Kropp 360 Riley Avenue Mattituck, New York REVISIONS IC)05-18_200s Issued to SCDHS, IOTown of Sou~hold & NYS DEC I (~) 06-16-2005 RESUBMITTED J(~.o~-2?-2o0s l~u~d to ZBA 1~01-2.~6-2006 Re-issued to SCDHS Ig__ I0_ IQ_ I0__ I0___ I0_ I0__ IQ__ IQ__ SEAL TITLE Building Elevations SHEET A-8 BOILER (~CELLAR DEHOLITION PLAN I CRANk SPACE EXISTINfi I I FULL CELLAR ........ ~ ~ CELLAR 5TALE5 II 1/4"=lUO" NALL LEGEND: (~ FIRST FLOOR ....................... l j REHOVE EXISTING .................... ~REAR STAIR5 RB'~OVE EXISTING HALL DONN TO I I II / FOUNDATION DEMOLITION PLAN RE]~gVE E~ISTING REHOVE EXISTING /~HIND3q5 ~HALL DOHN TO ~j~ SEARLES, STROMSKI, gg ASSOCIATES v ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMr. and Mrs. ITony Kropp 360 Riley Avenue Mattituek, New York REVISIONS I (~.05-18-2005 to SCDHS, Issued I (~).Town of Southold & NYS DEC IC)06 16~2005 RESUBMITTED I(~ 06-~27-2005 Issued to ZBA 1(~).01-26-2006 Re-issued to SCDHS 10___ I0_ lC)_ 10__ 10__ I0___ IL I0_ SEAL TITLE Demolition Plan SHEET D-1 RIDGE. SEE PLAN FOR · MODELm LSTA (REQUIRED HNEN NO COLLAR TIES ARE USED HITHIN THE UPPER THIRD OF THE AITIC SPACE ~ I(~" ON CENTER) SEE MATERIAL NOTES FOR SIZES. ToP OF RIDGE~ RAET[R TO RAFTER CONNECTIONk~' 5ER PLAN FOR SIZES AND 5PACING TOP OF PLATE~ RAFTER TO PLATE CONNECTION~ DOUBLE TOP pLATE. 5ER MATERIAL-- NOTE5 FOR 51ZEE STRUCTUP&L CONNECTOR EEE MATERIAL NOTE5 FOR MODEL NUMBER5 (EACH STUD) --HEADER. 5ER PLAN FOR 51ZEE SINGLES HOE. SEE FOR SIZES FLOOR JOIST. SEE PLANS FOR SIZES DOUBLE TOP PLATE. SEE MATERIAL-- NOTES FOR SIZES TOP OF 5UBFLOOR,~-, STUD TO STUD CONNECTIONk-F STRAP I0" JOIST USE LBT~5~, FOR 12" JOIST. (EACH STUD) (REFER TO TABLE 5.5B ~ ~EDULE) EXTERIOR HALL NOTES FOR 51ZEE AND 5PACING 5INGLE 5HOE. SEE FOR 51ZES FLOOR JOIST. SEE pLAN5 FOR ~ZOORDIAPHRAGM BRACING NITHIN LAST THO BATS OF FRAMING AT 4LO" INTERVALS DOUBLE TREATED 5ILL PLATE OVER-- TERMITE SHIELD AND 5ILL SEAL. SEE MATERIAL NOTES FOR SIZES POURED CONCRETE MASONRY BLOCK FOUNDATION. 5ER FOUNDATION PLAN FOR 51ZEE. JOIST TOP OF 5UBFLOOR~'~ 5TUD TO 5ILL CONNECTIONk-F (47~0 LBS UPLIFT) CONTINLMU5 RI~AR 5ET 4" BELON TOP OF HALL, RAFTER. 5ER PLAN FOR HEADER. SEE PLAN SIZES ~usP' STRUCTURAL CONNECTOR FOR RAFETR AMD STUD5 THAT ARE OFFSET. MODEL~t RTT/REF~ N2.B/H5 (5B5 LB5 UPLIFT) TOP OF PLATE RAFTER TO PLATE CONNECTION CONNECTOR FOR RAFETR AND STUD5 TqAT ARE IN-LINE, MODEL~;'5 RTIO (REF H2) (585 LB5 UPLIFT) OR RT20 (REF HT) (1105 LBS UPLIFT) CAB BE USED. SEE MATERIAL NOTE5 FOR MODEL NUMBER5 TO BE USED. (EACN STUD) EXTERIOR HALL STUD. 5ER MATERIAL NOTE5 FOR 51ZEE AND 5PACING 'USP' STRUCTURAL STRAP NODEL~, LTNI2 (REF ~¢LT5 12) (755 LB5 UPLIFT) NAT ALSO BE USED A5 A STUD TO RIM JOIST CONNECTOR 'AD55' USP CONNECTOR NITN (2) ~/4" -- CARRIDGE BOLT5 FA5TEN TO DOUBLE STUD. A 5/6" DIAMETER TNREADED ROD CONNECT5 UPPER AND LONER CONNECTORS, PROVIDE DOUBLE STUD5 AND 5TRAPPING FROM ROOF TO FOUNDATIUN AB GHONN. ,d~TOP OF SUB FLOOR '~STUD TO STUD CONNECTION 'USP' STRUCTURAL 5TRAP MODELIt LSTA~O FOR 8" TO JOIST U5E LSTA3~ FOR JOIST. (REFER TO TABLE 5,5B ON 5tIER? N-I FOR NAILI~ 5CHEEULE) 'U5P' STRUCTURAL 5TRAP MODEL~ LT,NI2 (REF ~LT5 12) (7s5 LB5 UPLIFT) MAY ALSO BE USED A5 A STUD TO RIM JOIST CONNECTOR (EACH STUD) ~AD55' USP CONNECTOR HITH (2) CARRIDGE BOLT5 EASTEN TO ANONOR HITH 5/b" DIAMETER THREADED ROD AND THREADED CEJPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUSLE STUD5 AND 5TRAPPING EROM ROOF TO FOUNDATION A5 5HOHN. ToP SUB FLOOR eSTUP OF TO 5ILL CONNECTION NODEL~ NPAND22 (4760 -- LBS UPLIFT) NAT ALSO BE USED A5 A CORNER HOLD DGNN 5ER FOUNDATION PLAN FOR LOCATION GRADE ~4 CONTINUOUS REBAR 5ET ~J 4' BELOHTOP OF HALL. 41-0" OR LE55 ROUGH OPENING II --ADDITIONASL USP STRUCTURAL 5TRAP MODEL~ LBTA 12 FOR OPENING5 GREATER THAN 41-0. GREATER THAN 4'-0' ROUGH OPENING =' STRUCTURAL STRAP HODEL~¢ LSTAI6 FOR E" TO I0' JOIST UEE LSTA24 FOR 12" JOIST FOR II --~USP' STRUCTURAL 5TRAP MODEL~ LSTAI6 (670 LB5 UPLIFT) FOR 8' TO I0' JOIST U5E LSTA24 (qEo LB5 UPLIFT) FOR 12' JOIST. (EACH STUD) (REFER TO TABLE 5.5B ON NEET N-I FOR NAILING SCNEDULE) 'USP' 5TRUCTUNAL- CONNECTOR MODEL# MP4F/REF:~ LTP4 (60,0 LBS UPLIFT) EVERY BOLT HIT 5OUARE BEARING PLATE COVER FOR REBAR TYPICAL HALL ELEVATION sc.,., ,'-o" JOIST, SEE PLAN5 FOR 51ZEE AND 5PACING (20 GAUGE MIN) LSTA MAY BE USED TO NRAP OVER OPENING5 LES5 THAN 4'-0Ij USE 5INGLE JACK AND FULL HEIGHT STUD AT EACH END. STRUCTURAL 5TRAP FOR STUD5 THAT ARE OFFSET NODELtt LSTA I2 (620 LB5 UPLIFT) OR RIM JOIST. SEE PLAN FOR DETAILB 4'-0" U5E DOUBLE JACK AND FULL HEIGHT STUD AT EACH END. SEARLES, STROMSKI, ~J~ ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for JMr and Mrs. JTony Kropp 360 Riley Avenue Mattituck, New York REVISIONS 1(~_05-18~2005 Issued to SCDHS, I C)_Town of Southold & NYS DEC 1(~_06-16 2005 RESHBMITTED I (~_TO NYS DEC 1(~_06-2%2005 Issued to ZBA 1(~_01-26-2006 Re-issued to SCDHS IQ IQ IQ I0_ IQ SEAL TITLE Detail Wall Section & Elevation HEET W-1 o TYPICAL HALL SECTION ,'-o" FP. AHINC, AND CONNECTOR DETAIL FRAilING AND CONNECTOR DETAIL TABLE 3.1 NAILING SCHEDULE JOINT DE`GCRIPTION NUMBER OF NAIL.5 I NAIL `SPACING ROOF FRAMING RAFTER TO TOP pLATE (TOE NAILED) GEE TABLE B.EA PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAILED) 5ER TABLE 5.EA PER JOIST CEILING JOIST TO PAEALLEL RAFTER (FACE-NAILED) GEE TABLE 5.7 EACH LAP CEILING JOI5T LAP5 OVER pARTITION5 (FACE-NAILED) BEE TABLE 5.7 EACH LAP COLLAR TiE TO RAFTER (FACE-NAILED) GEE TABLE 5,4 PER TIE BLOCKING TO RAFTER (TOE-NAILED) 2-BD EACN END RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END HALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D' pER FOOT TOP pLATE AT MTERGECTION5 (FACE NAILED) 4-16D JOlNT5-EAEN 51DE 5TUB TO 5TUB (FACE NAILED) 2-Ifad 24" O.C, HEADER TO HEADER (FACE NAILED) lCD 16" O.C. ALONG EDGE5 TOP OR BOTTOM PLATE TO 5TUB (END-NAILED) 2-1~D PER 2x4 5TUB 5-16D PER 2x6 5TUB 4-16D pER 2xS STUD BDTTOM PLATE TO FLCOR JOI5TiEANDJOIBTiENDJOIST OR BLOCKING (FACE-NAILED) 2-16Du pER FOOF FLOOR FRAMING JOIST TO 5ILL, TOP ELATE OR GIRDER (TOE-NAILED) 4-SD pER JOIST BRIDGING TO JOIST (TOE-NAILED) 2-§D EACH END BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END BLOCKING TO 5ILL OR TOP PLATE (TOE-NAILED) 5-1ED EACH BLOCK LEDGER 5TRIP TO BEAM (FACE-NAILED) 5-16D EACH JOIST JOIST OH LEDGER TO BEAM (TOE-NNLED) 3-6D pER JOIST BAND JOIST TO JOIST (END-NAILED) 5-1(~D PER JOIST RAND JOIST TO 5ILL OR TOP PLATE (TOE-NAILED) 2-1~D~ PER FCOT ROOF SHEATHING STRUCTURAL pANELB §D 6"EDG~/ 12" FIELD DIAGONAL BOARD 51~EATglNG I'xS" OR I"x5" 2-5D PER SUPPORT I'xlO'' OR HIDER a-SD PER SUPPORT CEILING SHEATHING GYPSUM NALLBOARDI5g COOLERSI7" EDGE/ mo" FIELD HALL SHEATHING STRUCTURAL pANEL5 6D ~"ED~E/ 12" FIELD FIBERBOARD PANEL5 FLOOR SHEATHING ! SEE PLAN5 FOR 51ZE5 ~. TYPE p15544 (REE~ (UPLIFT 1151E LB5)~ MODEL~ pBS~(~ (REF$ AC(~) (UPLIFT ISlE LBS) SEE PLAN FOR SIZES. POST. GEE pLAN FOR (REF~ AB44), MODEL#PA~E (REF~A~E) GEE pLAN FOR 51ZEG, -- 5/S~ DIA. ANCHOR BOLT HITfl I0' MINIMUM EMBEDDED LENGTH INTO CONCRETE t TTPICAL POST SECTION Scale~ 514" = I'-0" TABLE 3.35 FABTEST MILE UPLIFT 5TRAP CONNECTION NINDSPEED(MEN) ~EQUIREMENTS ,,o FRAMING 5PACING (iN.) RCOF 5PAN (FT.) ~IL5 iN ~1 ~D ~ TABLE 3,4 FA5TEGT MiLE HINDSPEED (MPN) I10 I 120 ROOF PITCH ROOF 5PAN (FT,) ~L5 m ~ ~ ~ 12 4 4 RIDGE 5TRAP 5PACING (IN,) 12 16 N.2 24 48 72 MULTIPLIER LOg 1.55 .60 2.00 4 ITABLE R301,2.1.2 HOOD BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR HOOD STRUCTURAL PANEL5 A,B,C,D FABT~ER B~AC,NG 4 FOOT LEG5 PAl[EL $ FOOT LES5 pANEL FASTENER TYPE PANEL 5PAN LEG5 THAN 5PAN LEG5 THAN OR 5PAN LEG5 THAN OR OR EQUAL TO 4 FOOT ECUAL TO 6 FOOT EGDAL TO S FOOT A. THE TABLE IS BASED ON IlO mpU HIND SFEED5 AND A ~ Dot EIEAN ROOF HEIGHT B. FASTNERS SHALL BE INSTALLED AT OPPO51NG ENPS OF THE MOOD STRUCTURAL PANEL. C. NAILS 5~ALL BE IOD COMMON OR 12D BOX NAILS. 0, HHERE SCREN5 ARE A~TACHED TO MASONART OR MA5ONART/STUCCO~ THEY SHALL BE ATTACHED NI'ILIZING VIBRATION-RESISTANT ANCHOR5 HAVING A MINIMUM ULTIMATE NITHDRANL CAPACIT~ O~ 4qs FGUNDS. TABLE 3.3A RAFTER/CEILING JOIST TO TOP PLATE FABTEST MILEHIND SPEED (MEN) LATERAL AND SHEAR CONNECTION REQUIREMENTS ,,o I RAFTEP~CEILING JOIST HALL HEIGHT (FT.) TABLE 3.7 ROOF SPAN (FT.) CORNER HOLD-DONN SEE FOUNDATION PLAN FOR LCCATION Scale, 3/4" = I~-0u LAST T BAY5 OF FRAMING THO RAY5 OF FRAMING BLOCKING INTERVALB SECTION A-A TYPICAL FLOOR AND ROOF BRACING AT END HALL5 ~ SEARLES, STROMSKI, ~ ASSOCIATES =v ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMr. and Mrs. ITony Kropp 360 Riley Avenue Mattituck, New York IREVISIONS (~05~18~2005 Issued to SCDHS, OTown of Sout]aold & NYS DE ~06-16 200~ RESUBMITTED Town of Sout]aold & NYS DEC I{~ 06-217-2005 Issued to ZBA 1{~o1-2G-~oo~ R~4s,uedto SCD~S IQ I© I0._ I0 ICL lC)_ I0_ ,EAL TITLE Tables, Schedules and Diagrams SHEET W-2 PROPOSED ADDITION AND ALTERATION FOR and 360 RILEY AVE., MATTITUCK, NEW YORK ~ SEARLES, STROMSKI, ~ ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for PRESCRIPTIVE DESIGN METHOD5 120 MPH RIND ZONE5 II1[ CLIMATIC AND GEOGRAPHIC D[51GN CRITERIA GROIDND 5NOH LOAD RINg 5PEEP FROST LINE DEPTfl TERHITE DECAY SLIGNTTD RODEO. ATE TABLIE OF CONTENT5 FLOOR AREAS EYlSTING PROP~Y3ED ADDITION TOTAL DESIGN LOAD5 SCHEDULE OF ABBREVIATION5 PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFIC/~ ON LEAD CONTEN CERTIFICATE OF OC,., u! '., .~, Y SOLDER USED IN WA SUPPLY SYSTEM CANNOT EXCEED 2.,fi0 OF I% LEAD. ALL CON~FIUC~ON SHALL M~E~ THEREQUIRIEMENT8 OF THE CODES OF NEW YORK STATE, CER'FIFICATION OF NAILING & CONNECTIONS REQUIRED. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 80UTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING 80ARD 80UT]4OLD TOWN TRUSTEES N.Y,S, DEC ~DERVVR~'RS CERTIRC~ ~EQUIFIB APPROVED ,AS NOTEO NOTIFy BUILDING b~ ,'~2TVF,\'7 765-1802 SAM 'lO 4 ;~-~ 3. INSULATION 4. FIRAL - CONSh%:D 3N ALL OONSTRUCTDN SHALL MEET TH~ REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE gESIGN OR CONSTRUCTION RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. OOCUPANCYOR USE,IS,UNLAWFUL WITHOUTCERTIFICATE OFOCCUPANC¥ FLOOD ZONE~ COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CbDE. JMr. and Mrs. JTony Kropp 360 Riley Avenue Mattituck, New York I(~Town ( f Soudac d& lx~S DEC (~06-16-2005 RESUBMITTED (~TO NYS TO NYS DEC 1(~1o6-27-2oos Issued to ZBA I(~.O1 26-2006 Re-issuedto SCDHS SEAL Project Information SHEET A-1 ~' s'-e ~' ' ~ SEARLES, STROMSKI, PROP TOP 0E FOUNDATION &' BELON ~'~. _~'~ ,, , / ~ ASSOCIATES MALL LEGEND: TYPICAL CORNER ~OLDDONN DETAIL: FOUNDATI~ FO~ CREEK R~. ~ % ARCHITECTS PLANNERS ~ ~ ~ l ~ ~ FOUNDATION FOE CEE~ ~. I I I I ~ I I UNEXC) ¢ATED ~ - ~ ~ ~ C~NL SPACE 8' X 16' VENT TO ~TfilDE~ ~Jl ~ ~ ¢ ~ , , = ~6 X IG V~T FO ~51DE Proposed Alteration to ~ CEN~R LINE ~ ~ml~ ~ ~ J E~sting Residence for = ,2-0 [ ~ ,' C.CRE;~.~=~ / (ST~DARDNEI~T) NITHI/4' / HATCH.ISIT~' II VERTI~LLYmC.TER Mattitud%New York FuLL CaLkA~ ~,~,~ Ill ~ ~WS~O~S ~ /~ BUILDING ~DE, =ISTING . / k *ATER / ' U * 2' * 8" A~ LE~ER DROPF~ ~Ry~NDAT*=R ~ O1-26 2006 Re issued to SCDHS ~ / J ~ ] ~ q ~LTED TO ~I51TNG ~X ~ R~IR~ ~IST/TOP OF ~ISTING FOUNDATION J ~ ~ J J I ,' J ~LL NO SILL PLATE ~ ~/~ ~ LINE ~ DE~ ~E ~x j:jr I I.', ,I ~ J /3~"BEL~FiNI~G~DEHIN[NUHORTO~ ,j:j~ ..... ~~ ~ , I I /(~PCAL A~) X I:'l - I .' SEAL H ~ ~1.'1 I:'I / TITLE Foundation Plan SHEET A-2 NINDON 5CNEDULE DOOR 5CNEPUKE [DCI'ERIOR DOOR5 INTERIOR DOOR5 HALL LEGEND: __ EXISTING HALl. TO REMAIN HALL CONSTRUCTION FLOOR CONSTJRUCTION INSULATION NOTE5 7L4 I/4~ 12MO (2) 2' X 4" STRUCTURAL (TTRCAL) q 112' [] CREEK ROOM OAK FL~ BATNROOM EXISTING × 4' I ~/4"x II 7/6" lY 11'-7 1/2j KITCNEN EXleTING EXISTING BEDIROON EXISTING (2)2" X I0" NEH HEADER 2'-2 112j (~) 2" X 5" HEADER 50LID J~ST HALF HALL EXI5TING CLOSET CERAMIC TILE LVL DROP LIVING ROOM (4) 2" × -VL RAILING NOTE: -:~' HICCt GUARPRAIL TOP AND 52TTOM FIRST FLOOR PLAN EXISTING 651 5,F, - ADDITION 55q 5. F. lpg4 I/2" GARAGE 12'=0 I/2" '1 ~ SEARLES, STROMSKI, .~ ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for JMr and Mrs. JTony Kropp 360 Riley Avenue Mattituck, New York REVISIONS 1(~05-1~8-2005 Issued to SCDHS, I ©.Town o, Southold & NYS DEC 6-2005 RESUBMITTED IOTO NYS DEC I (~) 06-27-2005 Issued to ZBA 1~)01-26 2006 Re issued to SCDHS I~___~ SCALE TITLE First Floor Plan SHEET A-3 NINpOH 5CMEPUkE 5TMBOL HANUFACTUR~N TTPE PEfiI~NATION VISIT ARFA ~A85 AREA UNIT AREA ~E~ R~MARK5 DOOR SCHEDULE EXTERIOR DOOR5 INTERIOR DOOR5 ROOF CONSTRUCTION NALL CONSTRUCTION CERTAINTEED CEDAR IHPRE,~ION VINYL ~JlNGLE PANEI~ INSTALLED OVI~R PROPER AIR INFILTRATION BARRIER. FLOOR CONSTRUCTION INSULATION NOTES R-21 INSULATION HITH HIRE TIE5 AT CELLAR CEILING R-30 INSULATIOfl AT FL~T CEIUNGO R-15 INSULATIOfl AT FO JR IN~ DCI'ERIOR HALL5 DECK VINYL flEHBP. ANG ROOF 5YSTEfl RAILING NOTE: MASTER BEDROOM j mi Il____ NALL LEGEND: __ EXISTING HALL TO REMAIN IIROOFING NOTE ~*h II ~ SEARLES, STROMSKI, ~ ASSOCIATES ~ ARCHITECTS PLANNER Proposed Alteration to an Existing Residence for IMr and Mrs. ITony Kropp II ,I 360 Riley Avenue Mattituck, New York REVISIONS 1(~05-I_~8-2005 Issued to SCDHS, I QTown of Southold & NYS DEC I (~).06-16-2005 RESUBMITTED 1(~01-_~26-2006 Re-issued to SCDHS IOi IO__i IOi IO_i IOi IQi SEAL TITLE Second Floor Plan SHEET A-4 ROOF cONSTJ~UCTION (~ROOF II II Il Il II I I 2' X I0' RIDGE BEAM J I II ii PLAN I/4"=1'-0' ~ SEARLES, STROMSKI, ,~g ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMr and Mrs. JTony Kropp 360 Riley Avenue Mattituck, New York REVISIONS I(~.0s4s-~00s U~uedto sc~s, IQ Town of Soutl~old & NYS DEC I (~) 06-16-2005 RESUBMITTED IC~.TO NYS DEC 1(~),06-27-2005 Issued to ZBA 1(~).01-26-2006 Re-issued to SCDHS lO. lO. I© IQ lO. SEAL I PROJECT NO, 034~ I TITLE Roof Plan SHEET A-5 ~/TOP OF pLATE cREEK Room IJOF 5UR FLOOR NDATION --I RIDGE VENT X 4' coU~R TIE5 ATTIC MASTER BEDROOM KITCHEN BSDROOM PORCH R-Iq FULL CELLAR POURED OONCRET~Z FLOOR 5LA~, Q BUILDING SECTION I/4"=ILO" (REF$$ AE~E) SEE PLAN Q BUILDING SECTION ROOF ~NG FI~T FLOOR 21 Q PLUMBING RISER DIAGRAM No ~CA~ ROOF CONSTRUCTION GABLE FASCIA NOTE5~ FASCIA ANL 5OFFIT NOTE5~ RAILING NOTE: HALL CONSTRUCTION CERTAINTEED CEDAR IMPRE551ON VINYL SHINGLE PANEL5 INSTALLED OVER PROPER AIR INFILTRATION BARRIER. CERTAINTEED CEDAR IMPRESSION VINYL C~RNER FOST IN HUITE. FLOOR CONSTRUCTION FOUNDATIONI CON5TRUCTION INSULATION NOTE5 / GARAGE TOW' OF PLATE~ Q BUILDING SECTION VENT THROUGH ROOF (TYP.) ROOF GENERAL NOTES: ~ SEARLES, STROMSKI, ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMr. and Mrs. JTony Kropp 360 Riley Avenue Mattituck, New York REVISIONS (~0S-18-200S Issued to S~DHS, O Town of Soutlmld & NYS DEC ~06-16 2005 RESUBMITTED TO NYS DEC ~ 06-27-2005 Issued to ZBA ~01-26-2006 Re-issued to SCDHS I© IO IQ I© IQ TITLE Building Sections SHEET A-6 (~FRONT (~ REAR ~I~T RIDGe_ STONE VENEER TO PICKED BY OHNER. I' BLUE VINYL SIDING IRS ELEVATION I L I/4~=1'-0'' I I -STONE V~EER TO BI~ I I I I PICRED BY OHNER. I I I LJ 111[ ]11[ /~TC~ O~ HIE1HEST RIDGE GABLE VENT RIDGE CHIrlNET TO b~(TEND ABOVE NIGHEST RIDGE eSECOND FLOC~ LEVEL _- . HI,FIRST FLOOR LEVEL ELEVATION t/4U=l'-O'' 5TONE VENEER TO BE PICKED BT OHNER. , I I [ I GABLE FASCIA NOTES: I~ × §~ RAKE FASCIA ('~AZEK~ TRIM BOARD) FASCIA AND 50FFIT NOTES: RAILING NOTE: SIDING NOTES: ~ SEARLES, STROMSKI, ASSOCIATES ARCHITECTS PLANNER~ Proposed Alteration to an Existing Residence for JMr. and Mrs. ITony Kropp 360 Riley Avenue Mattituck, New York REVISIONS 1(~05-18-2005 Issued to SCDHS, lO. Town of Southold & NYS DEC 1(~)_06-16 2005 RESUBMITTED lO. TO NYS DEC 1[~.06-27-2005 Issued to ZBA 1[~).01-26-2006 Re-issued to SCDHS lO. lO. IQ SEAL SCALE TITLE Building Elevations SHEET A-7 12 mmf-- TOP OF HIC.4.1F.~T RIDGE~N ~ECONO FLOOR__ LWEL~ Q RIGHT SIDE ELEVATION FIRST FLOOP. I..E~EL~i~, tipTOP OF NIC.~E~T RIDGE VINYL 51DING CORNER POST IN HHITE Q LEFT SIDE ELEVATION il i/4,'=l,-OIi I I I __J GABLE FASCIA NOTES: I' X 8' RAKE FASCIA (~AZEK~ TRIH BOARD) 12" GABLE O~£PJ4ANG VINYL CENT£R VENT[D BEADED SCFFIT FA5GIA AND 5OFFIT NOTES: FASCIA OAZEK" TRIN BOARD,) RAILING NOTE: -36' I11C~ GUARDRAIL TOP AND BOTTI3'I SIDING NOTES: SEARLES, STROMSKI, ~ ASSOCIATES {} ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMr. and Mrs. ITony Kropp 360 Riley Avenue MattJmck, New York REVISIONS I®.os_18_,oos Issueato SCDHS, lO. Town of Southold & NYS DEC I (~)~06-16-2005 RESUBMITTED 1(~01-26-2006 Re-issued to SCDHS I0 IQ SEAL TITLE Building Elevations SHEET A-8 CEILING HEIGNT BO" FROH TOP Of 5LAB TO BOlq-Ol'l OF FLOOR JOI5T/l'OP OF FOUNDATION HALL NO 5ILL pLATE BOILER (~)CELLAR DEMOLITION PLAN CRANL 5PACE EXISTING FULL CELLAR GIRDER EXISTING 1/411=11-0II NALL LEGEND: .- HINDmS /W, LL mN TO II .......... ~ FOUNPAIION LOH HALL5 Jif. F~TVE~[STiN~ ',~ ;2---------_=;--;~_ ....... J::~ --_~Cim I-I ....... ~ SEARLES, STROMSKI, .~ ASSOCIATES m ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for JMr and Mrs. Tony Kropp 360 Riley Avenue Mattituck, New York REVISIONS 1(~05.~18-200S Issued to SCDHS, I (~.Town o£ Southold & NYS DEC I® 06-115 2~005 I~ESLIBM1TTED lO. TO NYS DEC I~ 06-~27-2005 Issued to ZBA I(~ 01-26-~2006 Re-issued to SCDHS I~_ IQ IQ IQ SEAL SCALE TITLE Demolition Plan SHEET (~) FIRST FLOOR DEMOLITION PLAN ,,4"-,'-0" D-l STRUCTURAL STRAP MODEL~ LSTA (REQUIRED HHEN NO COLLAR TIES ARE USED HITHIN THE UPPER THIRD OF THE ATTIC SPACE ~ I~'l ON CENTER) SEE MATERIAL NOTE5 FOR SIZES. TOP OF RIDGE,~, RAFTER TO RAFTER CONNECTtON~I~ RIDGE. SEE pI~N EOR -- ~FTER. SEE PLAN FOR 51ZE5 AND 5PACING JOIST. SEE PLAN FOR 51ZE5 AND 5PACING TOP OF PLATE~, RAFTER TO pLATE CONNECTION"~ DOUBLE TOP PLATE. SEE MATERIAL--- NOTES FOR 5IZE5 ETRUCTURALCONNECTOR SEE MATERIAL NOTE5 FOR HODEL NUMBER5 (EACH STUD) 5EE pLAN FOR 51ZE5 :E MATERIAL5 MorE5 FOR SIZES J TYPE SEE NAILING SCHEDULE ON H-2 FOR FASTENING 5INGLE 5t~OE. 5EE MATERIAL NOTE5 FOR 51ZE5 FLOOR JOI5T, SEE pLAN5 FOR 51ZE5 'X X BEAM ~/FLCOR DIAPHRAGM BRACING NITHIN LAST THO BAT5 OF FRAMING AT 4~-0" INTERVAL5 DOUBLE TOP PLATE. SEE MATERIAL--- NOTES FOR 51ZE5 TOP OF 5UBFLOOR~'~ STUD TO STUD CONNECTIONk4~ -- ~USP~ 5TRUCTURAL 5TRAp MODEL~ LBTA30 FOR Ba TO lO" JOIST USE I-STA5~ FOR 121 JOIST, (EACN STUD) (REFER TO TABLE S.3S ON 5NEET H-I FOR NAILING SCHEDULE) pLAN FOR 51ZE5 ~(TERIOR HALL 5TUB, NOTES FOR 51ZE5 AND 5PAONG 5INGLE 5HOE. SEE MATERIAL FOR 51ZE5 FLOOR JOIST. SEE PLAN5 EON TOP OF 5UBFLOOR~ 5TUB TO 5ILL CONNECTIONk-P' HITNIN LA5T THO l~Y5 OF FRAMING AT 4l-0II INTERVAL5 DOUBLE TREATED 5ILL PLATE OVER -- TERMITE SHIELD AND 5ILL 5EAL SEE MATERIAL NOTE5 FOR SIZE5 pOURED CONCRETE FOUNDATION MASONRY BLOCK FOUNDATION, SEE FOUNDATiON PLAN FOR 51ZES. (4760 LB5 UPLIFT) ---B/B" ANCHOR BOLT HITH 3" 5OUARE BEARING PLATE NA5HER5 EVERY 36" --'"4 CONTINUOUS REJ~AR 5ET 4' BELON TOP OF HALL. RAFTER, SEE PLAN FOR 51ZE5 AND ,~ HEADER. 5EE 51ZES 'USP' 5TRUCTIJRAL CONNECTOR FOR RAFETR AND 5TUDO THAT ARE OPFSET, HODEL~t RTT/REF~ H2 B/H5 (585 135S UPLIFT) ~TOP OF PLATE '~J~RAFTER TO PLATE CONNECTION 'USP' STRUCTURAL-- CONNECTOR FOR RAFETR AND STUD5 THAT ARE IN-LINE. MODEL#'S RTIO (REF H2) (Sm LBS UPUFT) OR RT20 (REF HT) (1105 LB5 UPLIFT) CAS BE USED. SEE MATERIAL NOTES FOR MODEL NUMBERS TO BE USED. (EACH 5TUB) EXTERIOR HALL 5TUB. SEE MATERIAL NOTE5 FOR SIZE5 AND 5PACING 'USEj STRUCTURAL 5TRAP MODEL~ LTHI2 (REF tiLT5 12) -- (755 LB5 UPLIFT) MAT ALBO BE USED A5 A 5TUB TO RIM JOIST CONNECTOR 'AD55' USP CONNECTOR NITH (2) 5/4" CARRIDGE DOLT5 FASTEN TO DOUBLE 5TUB. A 5/B" DIAMETER THREADED ROD CONNECT5 UPPER AND LONER OONNECTORS. PROVIDE DOUBLE 5TUB5 AND 5TRAPPING FROM ROOF TO FOUNDATION A5 5HONN. ~i, TOP OFSUB FLOOR %-'STUD TO 5TUB CONNECTION lUSp~ 5TRUGT~JNAL 5TRAP MODEL;4 L5TASO FOR B" TO lB" JOIST USE LSTA3(o FOR I2" JOIST. (REFER TO TABLE 3.3B ON SHEET N-I FOR NAILING SCHEDULE) 'ADS5~ USp CONNECTOR HITH (2) CARRIDGE BOLT5 EA5TEN TO ANCHOR BOLT HITH 5/5~ DIAMETER THREADED ROD AND THREADED CL~UPLING, SEE FOUNDATION pLAN FOR LOCATIONS. PROVIDE DOUBLE 5TUB5 AND 5TRAPPING FROM ROOP TO FOUNDATION A5 SFDHN, TOP OF OUB FLOOR 5TUB TO 5ILL CONNECTION MODEL,~ HPAHD22 LB5 UPLIFT) MAT ALSO BE USED A5 A CORNER HOLD DOHN SEE FOUNDATION PLAN FOR LOCATION GRADE - ~t4 CONTINUOU5 REBAR 5ET ~ I 4~ BELOH TOP OF NALL JOIST, SEE PLAN5 FOR 51ZE5 AND 5PACING 4'-0" OR LE55 ROUGH OPENING (20 GAUGE MIN) LSTA MAy BE USED TO NRAP OVER OPENINg5 LES5 THAN #-0" USE 5INGLE JACK AND FULL flEIGNT STUD AT EAON END. STRUCTURAL 5TRAP FOR STUD5 THAT ARE OFFSET MODEL~ LSTA 12 (620 LB5 UPLIFT) II BEAE1 OR RIM JOIOT. SEE PLAN FOR DETAIL5 ---ADDITIONASL 'USP' STRUCTURAL 5TRAP MODEL~4 LBTA 12 FOR OPENING5 GREATER THAN 4LO" GREATER THAN 4'-0' ROUGH OPENING STRUCTURAL 5TRAP MODEL~ LSTAI8 FOR 8" TO I0' JOIST U5E LBTA24 FOR 12' JOIST FOR OPENING5 GREATER THAN 4-0" II -- U5P' STRUCTURAL 5TRAP MODEL~' LSTAIB (B70 LBS UPLIFT) FOR 5" TO I¢ JOIST U5E LBTA24 (qso LBS UPLIFT) FOR i2~ JOIST. (EACH 5TUB) (REFER TO TABLE ~.3B ON 5NEET H-I FOR HAILING ~CHEDULE) ~USP~ STRUCTHRAL- CONNECTOR MODEL~t MP4F/REF~, LTP4 (~qo LB5 UPLIFT) EVERY 56' 5OUARE BEARING PLATE NA5NER5 EVERY 56" COVER FOR REBAR TYPICAL HALL ELEVATION 5'4"= I'-O" ~ SEARLES, STROMSKI, ASSOCIATES ~ ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for IMr and Mrs. Irony Kropp 360 Riley Avenue Mattituck, New York REVISIONS IQ05-1s-2005 Issuedto SCDHS, IQ Town of Southold & NYS DEC I~. 06-16-2005 RESLIBMITTED IQTO NYS DEC IQ 06-27-2005 Issued to ZBA 1~.01-26-2006 Re-issued to SCDHS IQ IQ IQ IQ IQ IQ IQ IQ IQ SEAL SCAk~ DRAWN By TITLE Detail Wall Section & Elevation SHEET W-1 O TYPICAL HALL SECTIONs,4,'. ,,-o" ERA"lNG AND CONNECTOR DETAIL ERAMING AND CONNECTOR DETAIL TABLE 3.1 NAILING SCHEDULE DESCRIPTION NUMBER OF NAILS I NAIL SPACING JOINT ROOF FRAMING RAFTER TO TOP pLATE (TOE NAILED) 5ER TABLE 3.EA pER RAFTER CEILING JOI5T TO TOP PLATE (TOE-NAILED) 5ER TABLE 3.5A PER JOIST CEILING JOIST TO PARALLEL [RAFTER (FACE-NAILED) 5ER TABLE 33 EACH LAp CEILING JOIST LAPP OVER PARTITION5 (FACE-NAILED) SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER (FACE-NAILED) 5ER TABLE 5.4 PER TIE BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END RIM BOARD TO RAFTER (END-NAILED) 2-lSD EACH END HALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D' PER FOOT TOP PLATE AT INTERSECTION5 (FACE NAILED) 4-1GE JOINTS-EACH 51DE STUD TO 5TUB (FACE NAILED) 2-1~D 24' O,C, HEADER TO HEADER (FACE NAILED) lSD I~~ O.C ALONG EDGE5 TOP DR BOTTOH PLATE TO 5TUB (END-NAILED) 2-16D PER 2x4 5TUB 5-16D PER 2xG STUD N-16D PER 2x8 STUD BOTTOM PLATE TO FLOOR JOI5T~BANDJOI5T, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D',' PER FCOT FLOOR FRAMING JOIST TO 51LL~ TOP PLATE OR GIRDER (TOE-NAILED) 4-8D PER JOIST BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16D EACH BLOCK LEDGER 5TRIP TO BEAM (RACE-NAILED) 5-16D EACH JOIST JOI5T ON LEDGER TO BEAM (TOE-NAILED) 3-ED PER JOIST BAND JOIST TO JOI5T (END-NAILED) 5-lSD PER JOIST BAND JOI5T TO 5ILL OR TOP PLATE (TOE-NAILED) 2-16D' pER FOOT ROOF SHEATHING STRUCTURAL PANEL5 6D Si'EDGE/ 121 FIELD DIAGONAL BOARD SHEATHING I'xS' OR fix8" 2-ED PER 5UPFORT I'xlO' OR HIDER 5-ED PER SUppoRT CEILING 5FIEATHING GYPSUM HALLBOARDISD COOLER5I7" EPEE/ I0' FIELD HALL 51-1EATHING BTRUCTURAL PANELS BD 6aEDGE/ 12" FIELD FIBERBOARD RANEL5 7116" 6D 3" EDGE/ 6" FIELD 25~2" 6D 3s EDGE/ 6" FIELD GYPSUM HALLEOARD ED COOLER5 7" EDGE/ I0" FIELD HARDBOARD 6D 6UEDGE/ 12" FIELD PARTICLEBOARD PANEL5 ED 6"EDGFJ 12' FIELD DIAGONAL BOARD SHEATHING I'x6" OR I"xB' 2-ED PER SUPPORT I~xlO" OR HIDER 5-8D PER 5UPFORT FLOOR SHEATHING STRUCTURAL PANELS I~ OR LESS ED 6" EDG~/ 12" FIELD 51ZE5 ~TTPE (REF~ AcN) (UPLIFT 1815 LBS)i MODEL~ pBS~6 (REFit ACS) (UPLIFT 1815 LBS) 5ER PLAN FOR 51Z~. ACQFGST~ 6X6 ACQ POST. 5ER PLAN FOR 51ZE5 I TTPE. (REFit A~6E) 5ER PLAN . ANCHOR BOLT HITN I0" MINIMUM EMBEDDED LENGTH INTO CONCRETE G TTPICAL POST SECTION FRAMING AND CONNECTOR DETAIL 5c. ale~ 314' = I'-0" TABLE 3.36 FASTEST MILE UPLIFT 5TRAP CONNECTION NINDSPEED(MPN) REQUIREMENTS ,lO I, o FRAHING SPACING (IN.) ROOF 5PAN (FY,) NA~S ~I [AC~ END Of= NAIL. TABLE 3,4 FASTEST MILE NINDGPEED (MPH) I10 I 120 RIDGE 5TRAP 5PACING (IN.) 12 16 Iq,2 24 48 72 MULTIPLIER .00 35 .60 2,00 4.00 (mOO J TABLE R301.2.1.2 HOOD BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR HOOD STRUCTURAL PANELSA'B'C'D FASTNER 5PACING FASTENER TYPE PANEL BPAN LES5 THAN 4 FCOT LES5 PANEL 6 FOOT LES5 PANEL SPAN LE~5 THAN OR 5PAN LES5 THAN OR OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EOUAL TO 8 F~ TABLE 3.3A RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE HIND 5PLED (MPN) LATERAL AND SHEAR CONNECTION REQUIREMENTS ,,o J I20 RAFTER/CEILING JOIST HALL HEIGHT (FT.) ENIIBER ~¢ ~D C~ i~l~ 5PACING (IN.) (TOE-NAILED) REOJIRD IN P~Frm AN~/O~ CEIUN~ ~ST TO 24 8 4 3 I0 5 5 ~lOB BOX NAIL5 SHALL BE PERMITTED TO BE SUBSTITUTED FOR §D COMMON NAIL5 2NHEN CEILING JOIST5 ARE INSTALLED PARALLEL TO RAFTERBi THE SUM OP THE TOENAIL5 IN THE RAFTER AND CEILING JOIST 5HALL EQUAL OR EXCEED %IR TABULATED NUMBER OF NAIL5 REGJIRED ~TO AVOID SPLITTING/ NO MORE THAN 2 TOENAIL5 SHALL BE INSTALLED IN EACH 51DE OF RAFTER CEILING JOI5T HNEN EASTENED TO A 2x4 TOP PLATE OR 5 TOENAIL5 IN EACH 51DE HHEN EASTENED TO A TOP PLATE TABLE 3.7 RCOF SPAN (FT.) RAFTER 5COPE RAFTER 5PACING (IN.) RF.~IJIRED NUNB~ Of= I&D C~'Ii'I~N N~ILS DHALL CORNER HOLD-DOINN SEE FOUNDATION PLAN FOR LOCATION Scale: BI4" = I'-0" ..,' I / LASTS40 BAT5 OF FRAMING INTERVAL5 SECTION A-A TYPICAL FLOOR AND ROOF BRACING AT END HALL5 Scale: 5/4" = ILO" ~ SEARLES, STROMSKI, ~ ASSOCIATES ARCHITECTS PLANNERS Proposed Alteration to an Existing Residence for JMr. and Mrs. ITony Kropp 360 Riley Avenue Mattituck, New York REVISIONS (~05-18-2005 Issuedto SCDHS, (~ Town of Southold & NYS DEC (~06-16-2005 RESUBMITTED O TO NYS DEC I (~.0B-27-200B ,s~.~a to z~^ IDOl 26-2006 Re-issuedto SCDHS I0__ IQ SEAL TITLE Tables, Schedules and Diagrams SHEET W-2