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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37315 Date: 6/22/2012 Permission is hereby granted to: Mastro, Louis & Mastro, Elizabeth 25 Compass Ln Levittown, NY 11756 To: construct additions & alterations to an existing single family dwelling as applied for per ZBA # 6530 and Trustees permit At premises located at: 1595 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot # 52.-5-9 Pursuant to application dated To expire on 12/22/2013. Fees: 6/8/2012 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $1,245.20 $50.00 $1,295.20 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TO'LVN H~LL SOUTHOLD, NY 11971 TEL: (631) 765-180:2 FAX: (631) 765-950:2 SoutholdTown. NorthFork. net Examined ,20 Approved ,20 Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIS~ Do you have or need the following, before applying[ Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm-Water Assessment Form Contact: Mail to: Building Inspector iPPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,2o1 / ~n-~complete y filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee accordiug to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection tbroughout the work. e. No building shall be occupied or used in whole or in part for auy purpose what so ever until the Building Inspector issues a Certificate of Occnpancy. f. Every building permit shall expire if the work authorized bas not commenced witbin 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, tbe Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Tbereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinauce oftbe Town of Soutbold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, bnilding code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ) (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name ofownerofpremises LO'O \~ ',X IE Ll'~fklX,~-Tv~ M ~'VPr-,--4D (As on the tax roll or Iatest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section S ~ Block ~ Lot q Subdivision ..~OMM~71e._ ~-~V~X~ Filed Map No. II~.~ Lot ~ q- bO State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~%~tx,S~Ll!5 Fg, M tt.-g b. Intended use and occupancy .%i~Gtl~ F6,~bq 3. Nature of work (check which applicable): New Building Repair ~/ Removal v/ Demolition ~ 4. Estimated Cost Fee 5. If dwelling, number of dwelling units \ If garage, number of cars .- 0 - Addition Other Work Alteration ~.(Description) (To be paid on filing this application) Number of dwelling units on each floor t If business, commercial or mixed occupancy, specify nature and extent of each type of nsc. Dimensions orexisting structures, ifany: Front 'XO~. i~5t Rear 30.333' Depth Height Uq,O~ Number of Stories OM6 ! // Dimensions o,f same structure with alterations or ad4itiqn, s: Front ~, C] ~ / / ..~ Rear Depth 3 ~ ! / % Height 52. 7 ..> "% Number of Stories [ 10. Date of Purchase 5'- 15-08 Dimensions of entire new construction: Front ~ Rear Height ,~ '-~ - 0 'I~~' Number of Stories ~ '~ i> Size of lot: Front ~ O ~ Rear ~ ~ Depth Name of Former Owner [ fi'--! ~'*' _Depth THOM / ,5 / 0 1 I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation. YES NO V/ ~ 9 ' x//Will excess fill be removed from premises? YES NO 1~. Will lot be re-graded. YES NO 14. NamesofOwnerofpremisesk~dS, ~tk%'r~C3 Address ~Sf'noxnaUs k~ . PhoneNo. Sl{a- qbe' 173OO Name of Architect I~'~ctx,"tra (~O q t'3 Address2ck,~da~,~,,d/M~kks~,l~gq~,e. No SIb--'Yq'7~ g-D'~O Name of Contractor Address t Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. YES ,./NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa 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. C::: L~ q k."c \ o ~,3 ~.¢o ~u ~- I o ' 18. Are there any covenants and restrictions with respect to this property? * YES __ NO · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. I::IUNCH Notary Public, ~'~lte of New York No, 01BU6186050 (S)He is the Qualified in (Co,re'actor, Agent, Corporate Officer, etc.) Comml.ion Expir~ of said owner or owners, and is duly attthorized 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. Sw.9.orn, tp before me this /-,,'/'d4Q day of ~ O~---~x~ 20 } ) Notary Public Signature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PER~IT NO. 7512 DATE: MARCH 23~ 2011 ISSUED TO: LOUIS& ELIZABETH M~'~TRO PROPERTY ADDRESS: 1595 BAYVIEW AVENUE~ SOUTHOLD SCTM# 52-5,9 AUTHO~ZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Re~o!u,t,i,o~,0f the B, oard of Trustees adopted at the meeting held on ~, and in consideration of appii~ii6h fee m the suTM Of $250.00 paid by Louis & Elizabeth Masa'o and subject to the Terms and ~ffciitions ils ~tat~d ih the Resolutioni the Southo~ Trustees authorizes and permits the foi~6wing: Wetland Permit t° demOliSh and reconstruct a new two-story single-family dwelling, non-habitable attic, basement with outside stairs, and front and rear decks; ith the co.n. ditions of a li~.e of staked hay bales with silt fencing is to be installed prior construction; the dwelling will conform t° Chapter 236 of the Town Code-StOrm Water Runoff Management; a 15' Wide non-tut{ buffer is installed and maintained along file landward edge of the b!l~ead; a~d:as depicted on the site plan prepared by Pdc!~..rd Boyd Architect, last datedi~lanuary 93 2011, and s. tamped apPr°,ed oa March 23; 20II. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 April 18, 2012 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. & Mrs. Louis Mastro 25 Compass Lane Levittown, NY 11756 RE: 1595 BAYVlEW AVE., SOUTHOLD SCTM#52.5-9 Dear Mr. & Mrs. Mastm: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., April 18, 2012: WHEREAS, LOUIS & ELIZABETH MASTRO applied to the Southold Town Trustees for an Amendment to Wetland Permit #7512 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 19, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project will not affect the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees has found the application to be Consistent with the Local Waterfront Revitalization Program, and, ,,~R-E-~oI"~ED, t~at the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7512 to remove the entire roof, front porch, remove and reconstruct New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY ~ Stony Brook 50 Cimle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0403 · Fax: (631) 444-0360 Website: ~,dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander B. Grannis Commissioner April 16, 2010 Louis and Elizabeth Mastro 25 Compass Lane Levittown, NY 11756 Re: DEC# 1-4738-03961/00001 1595 Bayview Avenue Southold, NY 11791 SCTM# 1000-52-05-09 Dear Mr. and Ms. Mastro: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and sub=tantial man-made structure (a concrete seawall) greater than 100' in length, constructed prior to 8120/77 as evidenced on Aerial Image Resources Photograph Exposure# 72-2021and aa shown on the survey revised by Laurence Michael Haynes on February 17, 2010, is beyond the jurisdiction of Article 25 .(Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary +as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15 to 20' w'de construchon area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. sla MHP Steve Christiansen Sincerely, Laura J. Scovazzo Permit Administrator FORM NO. 3 NOTICE OF DISAPPROVAL DATE: Nov. 23, 2011 TO: Louis & Elizabeth Mastm 25Compass Lane. Levittown, NY 11756 Please take notice that your application dated November 9, 2011 For permit for demolition & construction of a single family dwelling at Location of property: 1595 Bayview Ave., Greenport, NY County Tax Map No. 1000 - Section 5~2 Block 5 Lot 9_ Is returned herewith and disapproved on the following grounds: The proposed demolition & construction, on this non-conforming 9,148 sq. fi. lot in the R-40 District, is not allowed pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a setback of approximately 32' from the bulkhead. In addition, pursuant to Article XXIII, Section 280-124, non-conforming lots, less than 20,000 square feet shall maintain a minimum side yard of 10' feet; the site plan shows 7.9' feet, and both side yards shall have a total of 25' feet; the site plan shows approximately 18.5 ' feet combined side yards, and a rear yard of 35' feet; the site plan shows approximately 34' feet to the high water mark. Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: ~e, Z.B.A. D.~mgust. 30, ~962 D~ted AUgtlSt 16, 1962 ACTION OF Ti-IE MONIN~ BOARD OF APPEAL8 OF THE ~OWN OF ~O~ He,em P. ~t~poon ~ ~, B~ 47A, Colony Rd. ~ Ba~Aew Aven~ ~ou~ho~d~ t~ YoEk 8~ l~n Appellant at a ntectivg of thc Zaning Board of AppaMs onAUgUat ]0, 1962, the appeal of the Zoning Ordinance, and thc decision at thc Building Inspector ( ) be reversed ( ) be 7~30 P.M. (E.D.S.T.}, upon m~q~llcat%o~ o£ Helen F. ~m~, B~ A~n~, 8o~o~d, N~ York, ~ a v~r~ce ~n ~ccor~e with ~e ~on~n90r~n~, ~ttcle IlI~ S~ti~ 300, 8~v~i~ 7, ~ard o~ her pro~xty. ~tion o~ pro~rty, ~to 59 and 60, in "8~r ~ven*', Sout~old. ~ Yo~, ~n~d nor~ ~ D. 3. Buyer, east b~ ~l~ avenue, woutt, by SledJe~; and wut by ~wh~que ~nd. 2. VARIANCE. B} resolution of the Board it was determined that la) Strict application of the Ordinance (would,(would not) pruduce practical difficulties or unnec- essary hardship because and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building :Inspector ( ) be confirmed ( ) be reversed. FORM ZB4 ZONING BOARD OF APPEAL8 Judit~ T. Boken, Secretary (Continued from front} ~gter var/ance al~licatio~ il for Per~u~aion to e~ct an acceae~ and ~n~d of ~e ~o~rty. These pre~iae8 are waterfront area and all residences hav~ng waterfront are constructed near the water leavin,~ a fro~t yard approx/m~tely 75 feet to i00 feet. yard. The residences ~ed/ately to the nor~h ha~e g~rage0 either on ~e r~d or a f~ feet ~ck f=~ ~he at=eot pro~rt~ line. ~ere aze no neig~rh~d object~ons ~o a ~ar~ge for pro~rty. ~e applicant pro~8 to erect n ~rlge ~t 83 ~eet fr~ the r~d and no less than 8 feet fr~ ~e north ~rty The nelg~rin9 pro~lea and ~e general noigh~r~d~uld in ~ny wA~ ~:e general purple an~ ~nt of ~e zoning p~n. xt ~8 ~S~D ~t Helen F. ~n ~ g~anted to erect a ~rage 10 ft. by 16 ft. on her ~o~y o~ ~ avenue, S~er ~ven~ 8outhold~ 83 feet fr~ ~e fL~t ~o~zty l~ne and no = loser ~ 8 feet to ~e north pro~rty BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider FEB I 5 2011 BLDG. DEPT. http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 RECEIVED dm 2 6 2011 / MEETING OF JANUARy 19, 2011 u~nola lownClerk ZBA F~./~417 L CANT: Louis and Elizabeth Mastro SCTM 1000-52-5-9 eKOPERTY LO'C~TION: 1595 Bayview Ave., (adj. to Arshamomque Harbor) Southold, NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 20, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated November 29, 2010, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the' records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION- Subject property is a non-conforming 9,148 sq. t~. lot in a R-40 zone, it is improved with a one story dwelling with attached room and an accessory detached garage. The property has 50.00 feet of frontage on Bayview Ave., 188.00 feet along the southeast property line, approximately 50.00 feet along Arshamomque Harbor and 184.00 feet along the northwest property line as shown on the survey prepared by Island Wide Land Surveyors, dated last update Feb. 17, 2010. BASIS OF APPLICATION: Request for Variance from Code Sections 280-116(B) and 280-124, based on an application for building permit and the Building Inspector's June 14, 2010, amended September 8, 2010, Notice of Disapproval concerning proposed demolition and reconstruction of a new single family dwelling at; 1) less than the code required bulkhead setback of 75 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet, 4) less than the code required rear yard setback of 35 feet. RELIEF RE_~RE_O_UE_STED: The applicant proposes to demolish the existing dwelling and construct a new dwelling requiring a 26 foot setback from the bulkhead where the code requires 75 feet, a side yard setback of 5.1 feet where the code requires 10 feet, a combined side yard of 15.5 feet where the code requires 25 feet and a rear yard setback of 30 feet where the code requires 35 feet. Page 2 - Janua~ 19, 20I 1 ZBA Fi1¢#6417 - Masao CTM: 1000-52-5-9 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on December 30, 2010 submitted a plan increasing the setback to 34 feet from the bulkhead, 10 foot side yard, 22 feet combined yards and a conforming rear yard setback, thereby bringing the plan into more conformity with the codes. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application September 23, 2010, December 2, 2010 and January 6, 2011 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. Town Law ~267-b(3)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Locating a proposed new dwelling at a minimum of 40 feet from the bulkhead and restricting the width of the house to 28 feet excluding the steps and entry way to the basement located on the northwest side of the house, will make the positioning of the new structure more conforming to the code. The proposed new dwelling will replace an uninhabitable and neglected house with an attractive and safe home that will enhance the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the narrow (50 feet) width of the subject property, an area of 25 feet is conforming with respect to the side yard setbacks. Additionally the lot is adjoining Ashamomque Harbor with an existing bulkhead. The code requires that the building be setback 75 feet from the bulkhead. However, the required placement of the sanitary system in the front yard limits the applicant to constructing a house no closer than 85 feet to the front yard. These restrictions will limit a new dwelling to 28 feet in length. Therefore, the Board finds that no reasonable building can be constructed on any part of the properly without the need for substantial variances. 3. Town Law §267-b(3)(b)(3). The variance granted herein at 40 feet from the bulkhead is substantial when compared to the code requirement of 75 feet from the bulkhead, representing a 46.6% relief from the code. The variances granted herein with respect to the side yard setbacks, are not substantial as amended by the applicant to 10 t~ (exclusive of exterior basement stairs) and 12 fr. These new setbacks eliminate the single side yard variance and create a proposed combined side yard setback of 22 feet where the code requires 25 feet. However, the resulting upgrading of the building and sanitary system will have a beneficial effect on the property. 4. Town Law §267-b(3)(b)(4) 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. A new sanitary system and standards that meet the Town's drainage code will be environmentally beneficial. 5. Town Law l~267-b(3)(b)(5). The difficulty has been self-created. The applicants purchased the existing house in its uninhabitable condition. However, by seeking the variances the applicant is asking to create a livable home in a more conforming location on the property. 6. Town Law §267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new house 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 Member Dinizio, seconded by Member Weisman (Chairperson), and duly carried, to DENY as applied for, and GRANT ALTERNATIVE RELIEF as noted below: 1. The width of the house shall not exceed 28 feet, excluding proposed outside basement stairs. 2. The setback from the bulkhead shall be 40 feet to the dwelling including attached decks. Page 3 - January 19,2011 ZBA File#6417 - Mastro CTM: 1000-52-5-9 3. A minimum side yard setback of 10 feet. 4. A combined side yard of 22 feet. 5. The existing detached garage shall be moved to a conforming location or removed. Before al~olvfu~ for a building permit, the applicant or agent must submit to the Board of Appeals for approval and f'fling, two sets of the final architectural drawings conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman ('Chairperson), Dinizio, Schneider. (~bsent was: Member Goehringer) (Member Horning by telephone,, no voting righ0 This Resolution was duly adopted (3-0). Leslie Kanes Weisman, Chairlgerson Approved for filing/-~ / ~/2011 Richard Boyd Architect 206 North Richmond Ave Massapequa, NY 11758 516-797-5080 March 2, 2012 Zoning Board of Appeals Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re' Louis & Elizabeth Mastro 1595 Bayview Ave Southold, NY 11756 RECEIVED BOARD OF APPEALS ISEF DECISION # Dear Zoning Board of Appeals, We are writing to you in regards to the property located at 1595 Bayview Ave in Southold, NY. The existing foundation will remain. The existing crawl space and partial cellar will remain. If required due to the proposed cellar and any additional loads, we will underpin and add additional footings under the existing foundation as required. The existing first floor deck will remain. All the exterior walls will remain, We will add to the existing walls to allow for a 9'-0" ceiling. New windows and doors will be installed as per the plans provided. A new 312 SF addition will be built in fi'ont of the north east comer (street side) of the house with a 232 SF cellar. The side walls will align with the existing house. The rear Sun Room will be moved further back from the water 1'- 0 W' as requested by the ZBA, so a new foundation with exterior walls will be required. A new front covered porch will be installed and will align with the existing exterior side walls. The entire roof will be removed and a new roof will be installed to incorporate the new addition. If Si R rou have any questions, please feel free to call. BOARD MEMBERS ~eslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork, net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS ?,_ND DETERMI~ MEETING OF MARCH 15, 2012 ZBA FIL NAME OF..~I~CANT: Louis and Elizabeth Mastro SCTM# 1000-52-5-9. PROPERTY LOCATION: 1595 Bayview Avanue, (adj. to Arshamomque Harbor Southold, NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Adminis~:ative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 9, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated January 3, 3012, based upon the information provided on the LWRP Consistency Assessment Form submitted ~-o this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION.. Subject property is a non-conforming 9,148 sq. f~. lot in a R-40 zone, it is improved with a one story dwelling with attached room and an accessory detached garage. The property has 50.00 feet of frontage on Bayview Ave., 188.00 feet along the southeast property line, approximately 50.00 feet along Arshamomque Harbor and 184.00 feet along the northwest property line as shown on the survey prepared by Island Wide Land Surveyors, dated last update Feb. 17, 2010. BASIS OF APPLICATION: Request for Variances from Articles XXII and XXIII Code Sections 280-116(B) and 280-124, based on an application for building permit and the Building Inspector's November 23, 2011 Notice of Disapproval concerning proposed demolition and construction of a new single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet, 4) less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant is proposing to partially demolish and reconstruct the existing single family one and a half story dwelling and is requesting relief of 32 feet from a bulkhead where 75 feet is required by code, a minimum side yard setback of 7.9 feet where the code requires 10 feet, combined side yard setback of 18.5 feet where the code requires 25 feet and a rear yard setback of 34 feet where the code requires 35 feet. ,~3 of 3- March 15,2012 ~A Fi1¢#6530 - Ma.sRo CTM: 1000-52-5-9 6. Town Law §267-b. Grant of amended relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the reconstruction of the existing home 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 Member Goehringer, seconded by Member Schneider, and duly carried, to GRANT, the variances as amended, and shown on the site plan dated received by the Board of Appeals on Mamh 8, 2012 and the letter dated March 2, 2012 also dated received by the Board of Appeals on March 8, 2012, both signed and sealed by Richard D. Boyd Architect. tiny deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as arc expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dinizio, Horning. Th~s Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing fl /o~O /2012 ~ 2 of 3- March 15,2012 ~A Fi1¢#6530 - Mastro ~TM: 1000-52-5-9 ADDITIONAL INFORMATION: At the January 5, 2012 hearing the applicants were asked to provide the Board with certification that the existing foundation would support the proposed reconstruction. During the March 1, 2012 hearing the applicant's Architect testified that the existing foundation was suitable to support a proposed one and one half story alteration/renovation of the existing dwelling. On March 8, 2012 the Board received a letter dated March 2, 2012 along with an updated site plan from Richard D. Boyd, Architect, describing details of the proposed demolition and reconstruction including which parts of the existing structural elements and foundation will remain and how the foundation will be reinforced to accommodate any additional loads. The applicant's were granted a prior variance//6417 on 1/19/11 to totally demolish the existing dwelling and construct a new two story dwelling. However due to financial difficulties, the applicants stated that they are unable to proceed on the basis of the relief previously granted by the Board. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. On a site plan dated received by the Board March 8, 2012 and stamped by Richard D. Boyd, Architect, the applicant removed the proposed exterior basement steps in the westerly side yard while retaining the existing non-co~ing side yard setback of 7.11 feet, retained the existing non-conforming combined total side yard setback of~., and reduced the depth of the proposed seaward sunroom to create a conforming rear yard setback and to create an increase in the proposed bulkhead setback from 32 feet to 32.11 ~A feet , thereby eliminating one variance and bringing the plan into greater conformity with the codes. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2012 and March 1, 2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the amended requested relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing dwelling has been in existence for more than 40 years in its present location. The proposed new/renovated/reconstructed dwelling is modest in size; no new non-conformities are being proposed; and it will replace an uninhabitable and neglected house with an attractive and safe home that will enhance the neighborhood A few of the present existing homes in this neighborhood have been reconstructed requiring relief from the present zoning code. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. Due to the narrow (50 feet) width of the subject property, the existing non-conforming combined side yards of 18.5 feet is typical in the immediate area which consists of approximately eleven other fil~ foot wide non-conforming lots that were subdivided prior to Zoning of the Town. A conforming bulkhead setback cannot be achieved because of the current location of the existing non-conforming dwelling which the applicant proposes to partially retain and reconstruct in place. A conforming rear yard setback can be achieved and is being proposed in the amended site plan. 3. Town Law 1~267-b(3)(b)(3). The variances granted herein are substantial, based upon present code requirements. The combined non-conforming side yards represent a 32% reduction in code requirements, the bulkhead setback represents a 44% reduction of present code requirements. However, the existing dwelling is in place and because the applicant proposes to retain the crawl space foundation and most of the exterior walls of the existing dwelling, they cannot create a conforming total side yard and bulkhead setback. No increase in non- conformity is being proposed since the applicant will reconstruct within the existing footprint. 4. Town Law §267-b(3)(b)(4) 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. All storm water runoffwill be contained on site. 5. Town Law §267-b(3)(b)(5). The difficulty is self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of pumhase. Town of outhoId-- Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM P~OpE~3~ LOCA~ON: S.C. TJ~ ~ THE FOLLOWING ACTIONS MA'( REQUIRE THE SUBMISSION OF A sco .o wo . P tOPOS CO ST UCnON rr #/woP . ss vr b, WhM Is lite Tolal Area ~ Land Cteall~g 1 wql. ffr~ PmJec~ Rmin ,edl mmm.Wa~br Run. Off C-erm~amf by a 1'wo'12') Jnch Rak:M ,on ~? ('l'h~im'" wll indud~ d Am..o~ .::reeled by :~.t. · I~ROV~E Bl~ I~OJF, C'~ D~SCIU:I"i/ON Dmlnao~ 8fflJc~m. Indlce~Ag ~ a Louat~? 71xt. 3 D°e$ the Site Plan arM/or 8un, ey de~d*be the erosion and sedlment mmml pree~cce thal will be used to c°nlml site eros!o~ and ston, n water dlschargee. ~ ffem mUSt be malnlalned ~ ~ E~re Consbuctk~ PerkxL Wiil ~hl~ Project Req~dre any La~d Fil~b~g. Grading or Excava~on where ~here is a change ~ ~e Nabs'al ExisUnG Grade Invo~ving n~re than 200 Cub/c Yards of Material va'U~in any Parce/? cornuassmg an A~a in Exces~ of Five Th~sand (5,000 $,F.) Square Feet of ~nd Surface? Is there a Nalural Wator {~eume Runr~g through ihe Site? I$ ~ls Pro~l within the Treetoee ~uffsdic~3n or within Oi1e Hupdred (100') f~et ~f a We~aed or Beach? WUI there be $1~e preparaUon en F_~dsling Grade Slopes which Exceed Fifteen (15) feet of Vert~cel Rise to One Hundred (1003 Of Ho~on~ Dislance? Will Dtlveway~, Parking Areee or other Impe~loee Surface~ be Sloped to D~re~ Storm-Waler RunOff Into and'~' in the d~ of a Town rl~t. of. vmy? TOWN OF SOUTHOLD Pl~OPERTY RECORD CARD -; -' OWNER FORMER OWNER LAND AGE NDN Tillable 1 Tillable 2 Tillable 3 Waedland Swampland Brushlond Houee Plot Total .SEAS. IMP. NORMAL Acre VL. TOTAL N FARM DAT£ BUILDING CONDITION BELOW VILLAGE W Value Per Acre DISTRtCT SUB. ACREAGE ,.21l TYPE OF BUILDII~G JCOMM. J IND.' REMARKS CB. MISC. Est. Mkt. Value ABOVE VaIue Extension Ex'tens[on tI1~!1.~ Llil Foundotion ~ement ~. Wafts Fire Place Patio Driyew~ Porch j Porch Both Flaors Interior Finish Heat Roof Type Rcoms 1st Fleor Breezeway Rooms 2nd Floor Ga rage Dormer Town Hall Annex 54375 M,4m Ro~d P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roaer, richert~l~o~o~u~o'o~.n¥.us BUILDING DEPARTMF.~ TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Name: BY: Name: JOBSITE INFORMATION: (*Indicates required information) *Name: ~ /'2_ ~/~ *Address: / ~ ~'~ /':'~./u.2....) ..~ *Cross Street: ~o/~,~ ,/- ,(-~/', *Phone No.: Pe~it No.: ~ Tax. Map Dis~ct: 1000 Section: %~ Block: *B~EF DESCRIPTION OF WORK (Please Print Clearly) o (Please Circle All That Apply) *Is job ready for inspection: *Do-you need a Temp Certificate: NO NO Temp Information) *Service Size: L1Phas_~ 3Phase 100 *New Service: Re-connect Underground ~'Tfor Inspection Form Lot: Rough In Final 150 ~ 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION LIPA June 30, 2011 Elizabeth Mastro 25 Compass Lane Levittown, NY 11756 RE: Ref. #T101234496 1595 Bayview Av., Southold Dear Ms. Mastro: This letter is to advise you that the electric service to the above referenced premises were removed. There was no gas to the building. If you have any questions, please contact Ken Mucci at (631)548-7234. Very truly yours, Debra Gilmartin Work Coordinator OH/UG Lines DG/md jUN ~ BtDG DEPT. TOWN OF SOLITHOi 6URVL=YNO. 0~-79~? [Ol6T: 100016ECTION: 52. IBLOCK: 5 ITAXLOT: 9 MAP OF PROPERTY TITLE NO. AL-~ I 7 1 ~ ELEVATION~ REffE~ TO ~UFFOLK COUN~ DATUM ~ ~ SITUATE AT THE~FO~ ~'~ ~ NOT INTENO~ TO~/ TOWN Of ~OUTHOLD ~T~O, O~ ~,c~s ~mo,~ ST~T~S ~UPPOL~ COUNt, N. Y. ~ LOT NUM~ER~: ~ ] ~ ~ ~ = ~ - ~ ~HALL ~UN ONLY TO THE FELON for W~OM TME ~ ~ ] ~ a ~'~t/~ o '~e Cn,u.W, 'q ~ '~, '~ 62'-7~" ~ = CATION5 A~ NOT T~Sr~DL[ TO ADDITIONAL IN ~ ~ ~ f 6 ~ ~ ~ ~ ~ 5T~TUTIONSORSUBSEOUENTO~E~. ' ~ m-q. ~ b ;~ IP~M~ ~ ~ ~ GUA~NT[ED TO :- ~ ~ ~ oo ~ ~ ~ . ,. _ ~ ~ ~ LOUI~ ~ ELIZAD~M MA~T~O ~ _ ~ _ ~=~ ~:-- ~~ ~ ~o~ ~ ~a~' ,~ ,~_ ~', ~, " +~ ~ COMMON~ALTH ~ND TITLE IN~. Co. , /, ,o .... . '~'. '..-, '~';" m..'., d ? DUKV~ED :MAY I ~, 200~ ~¢"q~, ; ~ ~U~V~ UPDATE W/ELEVATION~:- ~ +.,' 2' ~ .o.~ ~d o ~ow { D JJ I I0' ~EA~ TOPO LINE ~ ~EVI~ION,- ~ / ~ ~ ~ ~ ........ ~ I~.00i ~ ~~ MAY I0, 2010 , ,' ,,- -' ND WIDE LAND SURVEYOR5 ~¢~E: I -866-&08-5800 ~: 5 I G-49~-1792 WIDE / ', .7 ' REScheck Software Version 4.4.3 Compliance Certificate Project Title: MASTRO RESIDENCE Ene~ly Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: 1598 BAYVIEW AVE SOUTHOLD, NY Owner/Agent: Designer/Contractor: Compliance: 0.7% Better Than Code Maximum UA: '144 Your UA: 143 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Compliance Statement: The proposed building design described here is c calculations submitted with the permit application. The Checklist. 960 30.0 0,0 34 252 30.0 0.0 9 754 13.0 0.0 53 47 0.320 15 40 0.300 12 21 0.300 6 314 21.0 0.0 14 and other Conservation Project Title: MASTRO RESIDENCE Report da~: 05/17112 Data ~ename: C:\Drawings\MASTRO-Leigh~ONE STORY 8-19-11\MASTRO.rck Page 1 of 1 5EF1'16 TAN~ DETAIL5 F(:~ FINISt-~.D ~ ELEVATION5 (5) ~'/¢ x 5'-0' LEACHIN~ POOL5 EXIETIN~ EEPTI6 5YSTEH T~ AB)~I2ONED. VERIFY LOCATION IN FIELD PLOT PLAN ELEV= 11¢2' ELb'V= STORY FRAHE -, ¢ DHELLIN~ -/ ' ELEV:I2.&I' ELEV: ELEV= 10.56' 10.5'~' 4" DIAMETER ~ OVER PIPE PR. OPO~EE~ k4A'FER. ALL ADJ/~'NT PARCEL5 HITHIN 150 FEET ARE IPIPROVF-D 51K~:;LE FN41LY RESIDENCES. NO 5UPF~¥ HELL5 NITHIN 150 FEET. ALL PUBLIC HATER CONNECTIONS. II 51NE4.E FAHIL¥ RESIDENTIAL t ADJACENT PROPERT~:EINEC_E FAHILY RESIDENCE NITH RJ~.i6 HATL~ ~°PLYAND SEPTIC TANKJL_EACHIk~ POOL SEPTIC 5YETEH 51TE tNFORHATION OBTAINED FROH 5URYE¥ PREPARED BY IDLAND PNID~E LAND ~,Uf~VE'"F'C)f~ - FE~ 1"7, 20[0 > _ I "=:~0' LOT AREA : q~O0 5GUARE FEET (0.21 ACRES) 51TE PLAN PREPARED BY: RICHARD t~OYD ARCHITECT - 20& RICHt,,IOND AVENUE, HA55APEd~UA, N.Y. 11'15~ RECEIVED MAY 2 8 20~0 SUFF. 60. HEALTH SERVlCE8 ~oZ/ = ~,,,t 0 ~,,,~ ILl ~-0~( I ~-~z/I ~ I 8~.~i ~o ~ Fir. onct l'qr~. IvfASTP-.O 15c=15 EDAYVIEI, N AVl= JTITLE HOUSE RENOVATION HITH SECOND STORY t~,ICHAt~D DOYD - Architect ~E~I~NtE~ - PLANNERS - HOHE INSPECTOR5 20& t~,HHONI~ AV~ NOI~TH (51&)/"'/c~-'O'O HA55APEGUA, NY 1l'/Sg, /_4 DATE: 26 HAY 2010 A IGF4 NB4 - ~ 50LID COVER POOL :~' Of' 5A~/~. E~L, OH RIN& AI~.SHAh4OI'"fG~UE HAI~t~Df~ ~OJ4' I~EMOVBP ONE I'-O OFF OF THE ~EAI~ 51~E OF THE EXISTIN¢ POP-C,H EXISTI~ ONE 5TORY DHELLIN5 TO E~ REHOV~D EXISTIN5 ONE J~LLINi5 HI'IN ADDITION t~ELOCATED ~A~AC~E/SHE e~ ~ D"?° DO' OO" E BAh'VI EIAI AVENUE / / PROPOSED PLOT PLAN I"= '"~O' ~ kITE INPOI~MATION OBTAINED FI~OI"4 5~II~VE¥ PI~EPAt~EI;2 t~"f 151..^ND HIDE LN'IP 51J*VE¥OR5 F~.OF~ONAL LAI~ * ~I1T 51JRV~¥OR5 - N^Y I0, 2010 EXIBTIN~ ~42 ~UARE FOOT PI~OP~ED ~1= S(~gAt~4~ FOOT f595 BA"C,/IEW AVE $OUTHOLD, HY ~ECEZVED - ' i OF APPEALS IZBA FI'N^L HAP , 1595 CONSTRI. JC, TI ON NOTES AVE $©UTH©ED TH~ Pla. C:ME~C;T GOi'q~OI~M~ TO TH~ 2040 ~,~I~,~H"'T'!~,~ ~00~ O~m THE[ 6TA'T~ O~ H~W YOI~K TABLe: R4OI.4.1 TADLE R402,2 NEW (TO~,~NHOUBES). ~1~,4.1 CENE~;~AL. GABBON MONOXIDE ALARM5 (OR: HHEPJ~ PERHITTED, C, ARBON HONOXIBE BETEGTORE) DUILDIN® DEPARTMENT NOTES 'Pi ALL PI & WA: TESTING CONSER:VATJON CONSTRL~TION ~OPE ¢ NEH YORK. STATE ON LE~D ~ t~ar~ SUPPLY; BY ¢°QFY BUI[.O~NG 5~'802 o AM TO 4 PM FOR' ~ uLLOWiNG INSPECTIONS: 1 FOLtNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ~OUGH. FRAMING, PLUMSlNS, STRAPPING, ELECTRICAL & CAULKIN6 O0 NOT PROCEED WtTH FRA~ING UNWL SURvEy OF FOUNDAiTiO~/LOCATION NAS BEEN APPROVED. OCCUPANCY OR 3 INSULATION USE IS UNLAWFUL "FINAL'CONSTRUCTION&ELECTRiCAL WITHOUT CERTh tLr-,T- MUSTBECOMPLETEFORC.0 ALL CONSTRUCTION SHALL MEET THE · REQUIREMENTS OF THE CODES OF NEW OF 0CCUPAN<'q' YORKSTATE, NOTRESPONSlBLE FOR BIN( NJ5 WASTE ,J/~a~aNEED MaStEO ~E COVERING JOE~ NO. 09:72 SHEET NO. A-1 ELECTRICAL RETAIN STORM WATER RUNOFF INSPECTION REQUIRED PURSUANT T30HAPTER 236 OF THE TOWN CODE. NAILIN~ SC, HEIDULt= ANID OF:TAILS FOR STt~.APIN® Mt=MBEt~.S ldO00 F~ivlE OONSTI~,UOTION MANUAL - 2001 FOITION FOLLOk, l IAIINID IDFSI®N 120 MPH ~FQUIt~J=h'It~NTS DESI®N OALOULATIONS MINIMUM UNIFORM E;ISTI~ItDUTFD DESIGN LOAD5 TP-UC-~ES, THI~ LIV~ LO^O NEED ONLY E~E APPLIED TO ~O~E PORTION5 OF THE ~TTOM GHORD OF NOT LE~ ~AN T~ AO~CENT T~5~ Hl~ THE SAME ~B CO~I~U~TION GONTAININ~ A REGTAN~LE 42 INCHES HI~H O~ ~REATER BT 2 FEET NIPE OR ~ATER L~A~g ~ITHIN THE PLANE OF THE TEU55. THE ~CTANeLE~LL NINOOH E~RES5 5OHEDULE (ALL SLEEPIN~ I~.OOMS) FLOOR U !~IDTH OF 20 ¢OPERATION ALLOI,~E~LE OEFLEC, TION OF STI~UCTUf~AL PIEMBEt~.S NOTE~ L = 5PAN LENGTH, H = EPAN HEIGHT ~ LE~HIN~ P~ - W POOL ONE (I) il N~ LEE~HIt~ POOL ~LO COVER, II) pOOL ~ 6RAVEL AT I:~I',E'~ AND [~LOH [?RA]'tASE RI'~, PROPOSED PLOT PLAN i595 BAYV1EW AVE $OUTHOLD, MY DRAINAGE RIN~: DTDRH IDRAINA~ GALOULATION~ 2.0 INCH RAIN~ALL FRONT AREA AND F~NDD~ AREA (SF) x RUNOFF COEFF. = E~UIV, DRAINADE AREA HO~E F~DOF AR~EA: I,&54 O.F. X 1.0 = I,~54 5.F. LANDDCAPIN~/~RAVEL: NA 5.F. X O~D = NA 8" REINFORCED TP~ZFIC BE~ING SLAB INLET 4" MIN, DIA, APPROVED PIPE - PITCHED 1/8" PER 1'-0. BACKFILL ~TH CLEAN GRANULAR MATERIAL 1'-0" ALL AROUND BASIN FOR FULL DEPTH 6" MINIMUM PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL 4000 PSI CONCRETE LEACHING RING FINISHED GRADE -- LEACHING SECTION-LEACHING POOL IS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE LEACHING STRUCTURE, SOUD DOMES AND/OR SLA8S, ALLOW 1' MIN, FOR FINAL ADJUSTMENT I~-~[N~'~DEQUATE WITHOUT FOOTING RINGS TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM SCALE: NOT TO SCALE "HAYBALE" TYPICAL DETAIL BEDDING DETAIL ANCHORING DETAIL NOT TO SCALE Flow 1. BA~S SHALL ~E PLACED AT THE TOE Of A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABU~[NO THE ADJACENT BALES, NOTD: SILT FENCE NOT~: r 2'x~" TREA~P 2"~ ~" FLOOR J~TS, ~ ii · I,~" 0.¢, (EXST~) I I 2'~ 6" FLOOR ~, LA5 ~LT5 m 24" 0.¢. 5TACGERED 2'~ 6' FL, JSTS. [ I eNO TYPICAL FOUN[DATIION PLAN 3"0" B~L.OW GRADE, PROVIDE (2) ~5 FC)UI DATIOh'I DETA1L LEGEI'~ID EXI~T1HG ~OUh~[DATIOH WAL. L~ R~W ~OUHDATIO~ WALLS H~-.W PI~IA,~ W1TH fOOTIHGS t-c0'> 09=72 A-2 - ~- -~ ' -- ~ I I ~ ~* ~ r, ~x~ ~ ~ ~ . ~ ~- ,,,,o,,. -~- ~ iI ~ ~.~~_~~~ . ~:c =e~ / ---~ ~I*~T FLO0~ PLAN ~OOF ~AXIN¢ PLAX MOTKS: II I I I P:RONT ELEVATION 5OALE~ = I/4" 42 12 I REAP-. ELEVATION .SC. ALE: : I/4": I'-O" ~HIHG~(tYP) GUTTE~ (TYP) t2~ (DATUM) / '12 SIDE ELEVATION V~MT TYPICAl (PATUM) 42 I I SIDE ELEVATION DC,ALE, : I/4"= I'-O" 0 :Z'"' S~ I 09=72 A-Z. A'F'I~ E×ICTIN6 FOUNDATION 14ALL-- SDC, TION t2 ATT1C 9" SATI4 PUMP VALLEY BEAM DE¥OND (TYPIGAL) PROPOSED REMOVE EXISTINO DOUBLE TOP PLATE AND INSTALL NEH 2x4'5 ¢ I~" O.D. NAILED TO EXISTINO 5TUBS. INSTALL NEH ,~" OR 1~" pLYINOOO OVER N~ STUDS TO ALION INITH EXISTINO 2X~ k4ALL PLANK, INO HH[GE 15 TO REMAIN. INSTALL VINYL E~ ~o'" (2) 2X,~ TREATED PLATE5 ~NITH AN(.,HOR DE-TAlL _/ O9=72 A-5 ;2X4 COLLAR r~s '~ "~" O'C' (WP'CAtO ~ 40 VAbb~ ~AH BE~ONO (~PICAL) -- / A IN 5 T O IN~TALL NEH 2X4~ ~ ,[~" O~. NAILED TO EXI~TINO ~ X ~1 ~ / ~ [ 5~D5 TO ALIeN HITH EXISTIN¢ 2xO ~LL%N 11 N / ~ N% N / I 2~ PAOla ~ VINYL eOPPIT 2X~ ~aOla ~lfH eUTmR ANP I ~.) I ~ **,..,...,.~..=oo, NOTE: EXCAVATE AND P~CE PANEL~FIRST,~SECOND,~THIRD,~ ~ ~E~V · *0'-0" (DATUm) ~,~ wir~ ~.c.o~ ~8T. MIN. CLEAR DISTANCE BETWEEN SIMULTANEOUS CUTS SHALL BE 12'-0". SHEET8 ¢ EXISTING WALL AND ,, UNDERPINNED 8" Pou~D Co~c . , , EXISTING G~DE UNDERPINNING TO BE Z o~ ~Y ~c 3000 P.S.L AVENGE ~ ~ / MIN. UNDERPINNING CAN NOT ,START ON A CORNER * O9:72 NAILIN® SCHEPULE ANP Pt=TAILS FOR STRAPIN® MEMBERS .I,'4OOP r=:RAh4F_. CONSTRUCTION hdANUAL - 2OOI tEPlTION POLLOIAI k,J. INP PESI~N IlO Mf='H RE~UIREM'ENTS "rAttLE ~.1 ~.ooF HALL F~'..Ah'll NC i =.ielmI':2COMMON FLOO~. FRAMIN~ f~.OOF 5HEATHIN~ C, DILIN¢ 5HEATHIN~ HALL DHEATHIN¢ FLOO~. DHEATHIN¢ TABLE ~.4A TABLE ~.4B TABLE D.DA TABLE TABLE D.IO ~EATHI~ I~ATIONI ~ES, 0.¢~ ~XMAXlHOM~ILs~IL/I~HES,¢P~INOo~J~O~ ¢~ COMHON ~IL5 OR lO~ HOOI~ NAILIN® REc2L)IRF-MENT& SEE 5C, H~DULE5 FO~ ALL NAILINg ~E~LJIf~EMENT5 COiL ST~A"¢ NAI/IN¢ Rf=d~U[REh4ENTS ALL STRAP'FqN¢ TO DIE I l/4" X 20 CAU®tE STL "SIMPSON" EC~UI'CALENT - 0520 (COILEE;:' STRAP) SECTION mLO0~ / \ ~L~lOO~ / -- / T"FP[C. AL 5EOTION PETAIL5 BI, TAILS TYPIC. AL LATE~.AL F~.Af,41N~ CONNECTION5 ENP VI~H __] JOlCT TYPIC. AL 5ECTION PETAIL~ DETA IL~ TYPIC. AL HINE) UPLIFT GONNEC, TION5 1- 09=72 A-7 JOIST DRIO~IN~ AT ~-O" O.C,, h4AXlNUf',4 SHEARHALL ~ECNENT PETALL TOP PLATE TOP PLATE HALL AN~ PLOOR DETAIL TYPICAL WALL C.,ONNECTIONB C, EILIN~ AND FLOOR BRACIN® AT END HALLE TD/6 HAX. . D/4 HAX. MAX.- L - L/5 NO NOTCHES P/4 MAX TOP PLATE DPLIC.,IN~ DETAIL /J TYPICAL d. ONNEOTION DETAILB AT SECON~ PLOOR LEVEL FLOOR JOIST LAPPED OVER BEAM DETAIL ~ (2) IOd NAIL5 CEILIN¢ BRAOIN¢ AT DABLE END HALLE NOTOHIN¢ AND BORED HOLE LINITATION~ pOl~. AND UPLIFT OUTTIN¢ NOTCHIN~ AWD ~RILLIN~ ROOF RIDCE DETAIL NOT TO DC. ALE EXTERIOR HALL5 AND BEARIN¢ .t, NALL5 NOTCHIN~ AND BORED HOLE LIMITATIONS INTERIOR HALLS AND NONBEARIN~ HALL5 POET BASE DETAIL-ONLY FOR RETROFITS C, ONNEC, TION FOR P41NDOH AND ~OOR OPENIN¢ ('l / PORC, H ROOP STAPPIN® DETAIL HINDON AND DOOR OPENIN~ C, ONNECTION T"F'PE5 HOLD DO.lAIN OETAiL ROOF AND HALL 5HEATHIN¢ SUCTION LOAD5 0 4 09=72 ALLOWABLE HOLES - TJI ® Joists NAILING REQUIREMENTS ~'Jl~ioilt~atbearings: Twodd(2Y~")boxn~ls(laachslde).lY~" NOTE: THIS DRAN~NG 15 FOR REFERENCE ~ m~.~.~.~. SEE HANUFAGTURES CURRENT 5PECIFJGAT~C S Bl~king p~el~, ,~ieistor ~ ~.~tobea~ng pi.e: FOR ALL RELATED INFORMATION Backer block: Install tight to top R~e Nofleld~ ~eT~leA ~,T=br.~ ~"~I=~W~~ TJlebl~king~llordmJalstl0d(3~b~nall.~6"=.¢. [0 bo[lorn Hange ~i[h cate mount h~ger5), both ~ k O '"'n h~hed 5~T~IeB a~h~eln~bo~- ' TmsJaistdm~a~:Teenail~J0d(33b~nalsatO"o'c'or 4'-0" length of side5 oF ~eb ~ith single TJI~ jobt5. Altech ~ ~: ~ side h~ch~ zo~ DO NOT led (~3 box nails at 12. o.c. BEAM TO B~M j,, ~einforcement 8" diameter m~imum hole fo~ :: cut or n~ch ~nge. Shear ~s~r: Conn~aon~ ~avalent ~ decking n~l s~u~e. CONNECTION 3Z~" - 26" deep blocking ~nds; ~ith ten 10d (5") box nails, clinched m hen possible. ~, ~ both sides at E3 6" diameter m~imum for Trus ~oist Attach reinforcement to O ~o~m,,,~. joist with one 8a (~") Table A - End SuppoK ~'" 1 ~" in ~1~ DO NOT 2x4 minimum *que,h bl~k~: ~ 10d (33 b~ nails, one.~ / Z2" length of {" out hore, in ~tilever . top and boflom flange. , rmm ~ard ~ ~ ~ ~ ~ reinforcement on Minimum dis~n~ from edge of hole to inside fa~ of neamst end suppo~ roller.lent. ~~/~. ~ ~/ ~ onesi~eatES. Fitlcr block: Nail ~ith ~n IOd (5"~ ~ ~ ROUND HOLE SIZE SQUARE OR RECTANGU~R HOLE SIZE FL~ NAILinG g[~UI~EH~NT5 ~ ~ ~A.ach reinforcement ~ ~ .~ ~ boths,d~atE6 box n~ils, clinched, 'TJI® joists at ~rr~, Tag m~ 09 ~12d (3¥)~ '~ ~ ~ to joist wi~h 8d (27') /~ ~ Use Lan l~d (~21'~ box nail5 ~rom DE~ TJI® 2" 3" 4" ~" a~" tt" t3" 2" 3" 4" ~", B~" t~" J3" ~ts~i~hside)~lymin~umF~d, ' , ~ ~ _e co~monnmlsat6"on- 230 1'-~ 2'-0" 2'~" 5'-6" t'-~ 2'-~ ' 3LO' 5~0' Tr~ J~is~ r~ ~: T~il ~[h I~ (3") ~ nails ~ ~" ha~ger Face g~in ~ both sides, st~ggeP nails. 110 1'-~' 1'-~ I'-D" 2'-8" 5'-~' 1'-~ I'-E 1'-8' 4'-8' ~'-~ S~f~,~tl~i~d~kin~il~ule, 5eecu~rentT~us~oist Nigh top fl~fle h~gers/ ~cker block ~o ~,.~, ~,.~ ~,.o,, 2,.s. 5,.~,, ~,.o, ~,.o, A,~, ~,.~ ~,.s,, . .;~ ~ ~ ~t ~ ~ ~ rjr. ~or~v liferatur~ for f~ming conn~torsVV ~V ~ re'ired only For down.ara I~ds exceedinfl ~A" 2~ ~'-~' ~'-e' ~,~ 3'-e ~'-o" ~'~" ~'-e ~'~' 5'~' 7'-a i [ ]t'~h~/.~.T~O")~.~a~.,~h~, 250 lb5 or ~or upl[~t conditions TJ~" 5~0 ri~ ]*sb T~I ore~ ~ rim ~i,t mlth ~ ]0d (~") Nail Trus Zoi~ rim Attach reinforcement to ~d ~tt~ ,m~. conne~io~ equivalent common nail at each joist reinforcement 11~" - 16" d~p blocking panels; Apply subfloor T3~ ~oist blocking with end eeo ~,.~, ~,.~, ~,.=, =,.e. e'-=' =-~ ~'~" ~'-¢ ~'~" s'.s" =-~' ~o'-=' , end filler block. Use 6" diameter m~imumfor adhesive to all =~o ~,-¢ ~,~ ~,-~, ~,-~, ~'-e" ='~ e'-o" ~'~" ~'-~ ~'~" ='-e" e'~" s'-e" ~e'-=' , to decking schedule/ corne~ , ~ ~ ~ bloc~install~at~joist ~ =~o ~,-~ ~,-~ ~,-a. ~,-o. =,-¢ ~ e~e" ~'-o" ~'-¢ ~'~" ~'-o" 7'-~ ~-~' ~'-~' ~F NAILING ~E~,~E~E~T5 / ~ ' 4'-0" length with 9" blocking panels 9" d.p o~ ~nta~ suffa~s ~ ~ / span locations using 3eo ~,.¢ ~,.~, ~,.o. ~,.o,, =,.~, e,.=, s,.o. ~,.e. ~,.=, ~,.e, 4,.0, s,.=, ~o,.a,, ~,~,, . ~ T~ ,~ (~') = ~ Blockmg p~el between each ~nd [~" T~Ze joists. / shorter than ~Z" long. e~ ~//~ ~° 8d ~2~") 4. 6,, ~ 1~ 12" 15. lr 4,, 8,, a. 1~ 12" 1~ lr' ~FsIo~,i~,s~,,~F~¢,T~i~O,,) } ~ / connections ~uJvalent to tl~~~~~ 18" 360 1"-~ 1'-0" 1L~ 2'-~' 5'-¢ 1~-~ 1'~" 1'-~' 5LD' t0'-D' t1'~' 13'-B" ~ or (2d OYJ ~ nails (I g~h sl~). ~e ~t~l ET, ~// ~ / decking schedule. /~ /~ ~ / Tls ~oi. ~" ~Qj . a~ -,'m t'-¢ 1'-*' %*' 2'-~' 7'-*' 10'-8" 1'~" I'-W 2'-e" a'.o" 11'~" 14'~" 15'~" ~2d(8[")~naim*(2~h~i~).~de[a)lR14, ~12" length of " ~eo 1'-~' 1'-~ ~'-0" ~'-~' 1'-~' 7'-~' 11'-0' 1'-0" 1'-~' 4~0" e~s" qZ~' 14'-e" lS'~"~F'lo~ 4~ ~'~ F~Z, Four~~ ~2d O¥) ~ ~r~ (2 ~h ,~) plus a(S") '~ ~/ /reinforcement on ~ .~~~ ~ Attach re/nforcemen? ~2: Table ~-Intermediate or Cantilever Suppo. ~,. ,~ ~ ~., u~, a, a.a~, ,~s, ~ ~ '~one s,de' at ET, ;/C ~~ t° joist web with3 ~/~ ~?~aPPing i~tdled at · .o s (3" ~// ~ ~ both sides ~t E8 ) common ~ span Ioc~tions ds at 6" on-cente~, ~ [/~ ...... usi~ two 2~" screws pe~ Minimum distan~ from edge of hole to inside fa~ of nearest inter,late or ~ntilever suppo~ r,~',o~,~ ~ ~/,, ~ ~') ~ ,.,~ ~ ~" ~-~. n~ . .. ~ ~ ~ ~ When specified on the layout, 230 2,.s, a,.~ ~ e.~, 2,.s. ~,.~, 4~s. 7~ oneormomofthethmebracing 3so 3,-~ 4,-~ e~, ~-e ~,-0. 4,-~,, s,~,, s,-~, Not for use with 3 ?TJlejoistflangewidths options shown must be installed ~0 ~,.~ ~,~ ~,~, 4,.0, s,.¢ ~,-~ ~,-~, 2,~,, s,-s,, s,-~, CONNECTION OF MULTIPLE PIECES 210 1~-~ t'-~ 2~ 4'-6' ~-ff' 1'-~ 2'-~' ~'~" 7'-S" ~0'-~ OF TOP-LOADED B~MS (9 11~" 2~ ~'-~ 2'~ 2'~" e-o' ~-s" ~,-~ 2,~,, 3'-s" s,o', ~o'-e, Websfiff~e~s 8" diamete~ m~ximum hole fo~ 3~ ~,.~ 3,.~ 4,.a, 7.e ~, 2,~. 3,.e, s,.o, a,.s, q,.~, l~,,~dthPie~s: ~uiped~ch ~,,_20,,de~pblocking~nels; LSTA24~ ssa ~,-s~ 3,-e 4,~, s,~o, ~2,-~, 3~0. 4,-e, ~o. ~o,-~. ~,-~, ~ (Simp~on or USP) 0 ~0 ~"~ ~"c ~"~ ~"el 4'-s" s'-~' ~,-o. ~,-~, ~,-~. s'-o" ~-0" ~'-0" · Ainimumof31~ows~0d(3"x0.128")nails~t~2"o.c. sldeatE1W ,, . 5[r~p ~lLh [~etw 10M x IV~'' n~il5 · Zf us~ 12d (3~") or larger halls, the number bo not cut flange, nched, se / Trus Joist rim board a~ 1.-~. l'-~' t~ a'-~ a'-e' t~-~ l~'~' m l"r l'-~' l'-~' s,o. lo.~. l~._o, le.-o, of ~dmg rows m~ be r~uced by one.~/// I ~/ . I~ j ~ LeaVe z ~ ~ ~x ~ 16d(3~3~'')ndlswmthT~® . i-' or blockin~ For t~te~l support ~ ~ mnmmum end .J 2o" ese ~'-¢ ~'-~ ~'-o" a'-~ s'-~ ~.-~'~s'-s' ~'-o" ~..s.. 7~o" ~.-~. ~e'~" ~,'-o" ~1'-o" capacity ~nddepth li~i~Lion~. ~ /~ ~ · HOmed may ~ lo.ted ve~i~lly an~em ~in the.b. Leave ~" of.b (min~um)at top and betel ~home. ~ AddJtJ°nal nailing or bolUng may be ~ ~ ~ b~r ~~~;> Paral la~ PSL or Tim~rSt~nd LSL column · Knockouls are Io~t~ b web at approximately 12" on~nter; ~ey do n~ ~e~ hole pla~m~t, required ~ith side-loaded multiple-member · For simple sp~ (5' minimum)un~ly I~ded Jols~ meeting the requirements of cu~nt Tins JoM pmdu~ gules, one m~lmum~ beams,Refer to ~r. nt produ~ li~tu~,v v V~--~~~'~"~ s~e round hole may be lo.ed at the ~nter ~ the joM span provided no ~er holed occur In ~e Joi~. · Dis~n~sam bas~onthemaxlmumun~o~loadssho~ in cu~Tms Jolt pmdu~gu[des. For~erload ~ndit~nsor ho~ 2~,S?~d WEB STIFFENER ATTACHMENT c~u~ions ~nta~ your Tins Joi~ mpresentat~e. /wall ~t ~6" Plata nail - ~6d (3~") box / ~ . ALLOWABLE HOLES - Beams and Headem n,mm ~,gd~th Cm onmy round holes and / (Three16~ (3h") box nails at ~lom-see detail B/m na[15~ clinched. ~ /~? ~ nails~ clinched when possible. Hm boo~d / 3~" T~Z® joist fl~ng~ widths) Us~ ~n IGd ~3k~"~ ~ ~ ~ °nly~the~nter~beam' ~in' ~"~ - :~Web~tiffener~chsid~ ; box nails From ///XX~'~ ~ ~ r~ ~,ow.dhom. zo.. ~s~ ROUND HOLE CHART ~ ~-.'~2" ' '' ( ) e~ch side ~i~h ~ ~ LSTAI6 ~Lr~ .... B~M DE~H M~IMUM ROUND QI[ ~Od 3" box N- 4~" 1" --Tight fit each side aL BSN end disLance~ typical · For ungodly I~ded be~s only, 5~" 1~" L · Re~an~ular holes ~ not gilead, B~ ON ~"to 2~' 2" ~ounda~ ~Jli~ -~ ~ · Web Stiffe~ Size W W~b Stiffene~ Size Variable slope joist hanfler. VeriFy 8d (2; ) common Znstall capacity md depth ITmitations. , No ho~es ~n hea~e~ or beam~ In pla~ ~de~lon. at 4" on.c~nte~* support all ~1 ~dg~ ~,, %. x 2~" mi~imu~ 2~" ~,, x ~" mi~imu~ Tru~ Job~ li~er~ure ~or excepUon~ 5~rap5 ~re no~ re~ired ~i~h ~lope5 o¢ ~" ~er ~oo~ or ~e~5 · See Trus Joist Fmmees Pocket Guidem~6" ~" x 2~6" minimum 3~" 2x4 Trus ~oist rim board for sh~r for a~dditional installation specifications. L~d ~i~ o~ ~h~ ~11 ~bow ~DS~0UTH CUT blocki~ (be~e~ ~oists). Fidd B~RING FOR DOOR ~mus~ ~[~c~ o~ ~]1 b~lo~ AIl~eg ~ I~ ~d o~ ~is~ ~nly trim to match joist depth ~t ~ OR WINDOW H~DER laterally support at I~t '' -' ~ outer edge of wall or locate on Web stiffeners ~quired Load from above king p~el ~ / f~ce ef wall o~ b~m ~ ~/ ~ stiffeners on over headtr ~ ~ m~ ~" of T~ joist tap m , ~ ~ /~ boLh sides M~imum allowable V-cut Z Face mou~t ' ~ ~ ' 2 Neb stiFFeners required o squ~h bloc~ each side aL BJH 09-72 ~ ~ Musthave1%"minimumjoist ~ ¢ ~ ~ Use2x4minimumsqu.hbloc. ~ 5,eFL~SPA"TA~L~5ond ~ SHEAR BLOCKING and ~NTI~TION bearing at ends to ~e~ Io~d ~und T~~ G~AL NOT~5 in ~u~r~n~ HOLES...Roof Only joist 2x4 block For soffit support m ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" aye" d~" tt" t3" 2" 3" 4" 6Y~" ~ 8~" t1" t3" ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH TJI· 2" 3" 4" SY2" 8~" 11" 13" 2" 3" 4" 6~" 8~" 11" 13" W Web Stiffener SizeW Web Stiffener 5ize ~" ~" x 2~6" minimum 2~6" 7/s" x 2~6" minimum 13/4`'54" x 2~6" minimum2~" 1" x 2~6" minimum 2~z6" ~" x 2~e" minimum 3~" 2x4