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HomeMy WebLinkAbout1000-38.-6-12 OFFICE LOCATION: ��� ®���®l® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) us �c Southold, NY 11971 ® a� Telephone: 631 765-1938 O Fax: 631 765-3136 l�enum,� LOCAL WATERFRONT REV11TALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chairperson Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date April 8, 2019 Re: LWRP Coastal Consistency Review for ZBA File Ref PETER PATINELLA 97263 SCTM#1000-3 8-6-12. PETER PATINELLA #7263 - Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's November 8, 2018, Amended November 13, 2018 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) less than the code required minimum side yard setback of 10 feet, 2) less than the code required minimum total side yard setback of 25 feet, 3) more than the code permitted maximum lot coverage of 20%; at: 440 South Lane, East Marion,NY. SCTM# 1000-38-6-12. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, the proposed action is recommended as INCONSISTENT with the below noted policies and therefore is INCONSISTENT with the LWRP. In August of 2018 a request to construct additions and alterations to the existing single family dwelling was reviewed and recommended as CONSISTENT. Since the recommendation was made, the landowner demolished the structure and reconstructed a new structure on site without obtaining the benefit of board review. Based on such, the new action is recommended as INCONSISTENT. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The as-built construction is not consistent with Policy 1. The parcel is located within the Coastal Erosion Hazard area and is subject to Chapter 111 Coastal Erosion Hazard Area of the Southold Town Code. Town records show that the property has suffered land area loss in the past from erosion due to storm events and wave action. Note, that the single family residence setback from the Coastal Erosion Hazard Area is 10.5'+. Policy 4. Minimizes loss of life, structures, and natural resources from flooding and erosion The LWRP supports relocating non-water dependent structures outside of vulnerable areas (potential from erosion and loss due to storm events) and as far from the natural feature as practicable. 3. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: a. structures which functionally require a location on the coast or in coastal waters. The proposed single family residence does not require a location on the coast. b. water-dependent uses which cannot avoid exposure to hazards. The use is not water dependent. C. sites where relocation of an existing structure is not practical. The structure could be re-located to increase the distance to the Coastal Erosion Hazard Area. Increasing the size of nonconforming structures in areas vulnerable to coastal storms is not supported by the above policies. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®F S®(0�� 53095 Main Road•P.O.Box 1179 o®®� ®�® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, - ; Robert Lehnert,Jr. Q • �® 54375 Main Road(at Youngs Avenue) Nicholas Planamento �C®UNTV Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 N '0 L� NUV- -2 0 Z01 November 20 2018 soi �tnofa Tawn Piannmq Baard Mark Terry, Principal Planner J LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. #7263 Patinella, Peter Dear Mark: We have received an application to demolish an existing single family dwelling and construct a new single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairpkulkw���—By: Encl. Survey/site plan: Nathan Taft Corwin III, Land Surveyor, dated November 12, 2018 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 8, 2018 AMENDED: November 13, 2018 TO: Michael Kimack(Patinella) PO Box 1047 Southold,NY 11935 Please take notice that your application dated October 29, 2018 For permit to demolish an existing single family dwelling and construct a new single family dwelling at Location of property 440 South Lane, East Marion,NY County Tax Map No. 1000—Section 38 Block 6 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, on a non-conforming 14,323 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states that, on lots measuring less than 20,000 square feet in total size a minimum single side yard setback of 10 feet a minimum total sside yard setback of 25 feet, and a maximum lot coverage of 20 percent is permitted. Following the proposed construction,the dwelling will have a single side yard setback of 9.6 feet and a total side yard setback of 19.6 feet and a total lot coverage of 21.8 percent. Th' once D' rova was amended on November 13 2018 ollowin the submission of a new sure ----- -------- ----r ---- A ho ' "d ture ote to plicant: ny change or deviation to the above referenced application, may require fu er review by the Southold Town Building Department. Cc:File, ZBA Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.440 Street SOUT!/ ZI AN4 Hamlet ,LG,S"T"A R10A 1 SCTM 1000 Section_18Block66 Lot(s)_f 2 Lot Size/Q 23 ZoneAo—,40 I(WE)APPEAL TJIE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATEDB BASED.ON SURVEY/SITE PLAN DATED Owner(s): J_F,�pt1 �t/�1Lt1 Mailing Address: ��"�f,4 LE �� M,Q/V/�i4S '.E➢` N.Y 110 3 0 Telephone:5%6 974158 Fax: Email:&AVAW=444 (9 027- yVUN,F-Nor NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: M & SHA(.'/G forK)Owner( )Other: Address: E 0 13 W 10 47 5-60MOCA /U•Y. ZZ 27 Telephone:��,6 64'fl(BD7Fax: Email: /.b/ CX Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), 00 Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 10 2' O'Zl e and DENIED AN APPLICATION DATED 101;!W19 FOR: 04 kullding Permit If ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: "/// Section: 80 Subsection: 124 Type of Appeal. An Appeal is madefor: �(f A variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal 06 has, ( ) has not been made at any time with respect to this property,UNDER Appeal No(s). :7157 Year(s). - (;p .(Please be sure to research before completing this question or call our officefor assistance) Name of Owner: ZBA File# 7/5- APPLICANT'S PROJECT DESCRIPTION APPLICANT: H/CI114LeG A 'ej1W a.1 DATE PREPARED: 6a 1. 1.For Demolition of Existing Building Areas Please describe areas being removed:._V X1J�'"1�UG S�.PUC�,Q� WAS' 4Q101-1SV,5.0 II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 42�to 1,I)e 74 Dimensions of new second floor: �/ Dimensions of floor above second level: NIA Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: NO- 7'G/2OD III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: YLUO Lz Da1ZS � C,P/Py/aN .4S .r1BaV,4 Number of Floors and Changes WITH Alterations: d 2 LdC9Rs IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: /9$ -sem Proposed increase of building coverage: 2, d Sf Square footage of your lot: _l4 32 3 " ��y� C O 111Ah —/D,�7E� SJR 'Zo 9'5) Percentage of coverage of your lot by building area: V.Purpose of New Construction: L-M /1�!' UC ,�� 'AL A1dy" ' OCCO /) 4a L16-7 av� ,4c 6AAA N,�- aMQ A.e�1 in/ t1- Gl AY Ales ,pO ses, VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): / O JD/1J Lr o a Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes )C No B. Are there any proposals to change or alter land contours? No _X__Yes please-explain on attached sheet. C. 1.) Are there areas that contain sand or wetland grasses? AS, 2.)Are those areas shown on the survey submitted with this application? 3.) Is the property bulk headed between the wetlands area and the-upland building area? VEY 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?p1rOIA6 Please confirm status of your inquiry or application with the Trustees:j5=p / _6A and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? A16 E. Are there any patios, concrete barriers,,bulkheads or fences that exist that are not shown on the survey that you are submitting?___2_l/0_Please show area of the structures on a diagram if any exist,or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?_V,65j_If yes, please submit a copy of your building permit and survey as approved by the Building Department andplease describe: i�1/�' ,� ,Pl4Z�'Y.37L GLcf�x/Tl02! W���'� �OyS W,,6tL1M6, AWII A41 V 45.0 CO1yPGh7C.y ANP AP-4H.�0 Gu �1l��h�T G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are,lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? A16 If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel iPAEl'/49,, %QAL 4W)OXHILY and the proposed use Rj f'/,b j 77A2 flA4j5__AA1-11z (ex: existing single family,proposed: same with garage,pool or other), ,2,0��j&LQ. &M // Authorized signature and Date OFFICE LOCATION: • 1VIALLING ADDRESS: Town Hall Annex ���lv, soyoP.O.Box 1179 54375 State Road Route 25 ,`O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY s� Telephone: 631765-1809 �I COQ http://southoldtownny.gov ZONING BOA.]E�D OF APPEALS Town of Southold RECEIVED FINDINGS,DELIBERAT114)NS AND DETERD'IINATION r--15 Ql. MEETING O;F MAY 17,2018 AY 2. 3 2018 ZBA FILE: #7157 Southold Town Clerk NAME OF APPLICANT: Peter Patinella PROPERTY LOCATION: 440 South Lane(Adj. to OrienfHarbor), East Marion NY SCTM: 1000-38-6-12 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: Thi,? 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 February 13, 2018 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 DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Lcacal Waterfront Revitalization Program (LWRP) Policy Standards, The LWRP Coordinator issued a recommenck,ition dated April 24, 2018. 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: The applicant's p 3rce1 is a non-conforming 14,323 square feet waterfront lot located in the R-40 Zoning District and measures 6;8.04 feet along Orient Harbor with a western lot line measuring 222.67 feet shared with a neighboring residence to 67.34 feet along South Lane and then running south 179.37 feet along a second neighboring residence to the.east. The lot is improved with a 2-story wood frame house, garage and covered front porch along with an asphalt driveway, brick walkway and brick patio, split-rail fencing on the east and west lot lines, and the remains of wood deck steps and bulkheading on the waterside as represented on the survey prepared by Nathan Taft Corwin:IlI,Land Surveyor and dated November 17,2017. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 15, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling; 1) located less than the code required minimum side yard setback of 10 feet; 2)more than the code permitted maximum lot coverage of 20%; located at: 440 South Lane (Adj.to Orient Harbor),East Marion,NY. SCTM#1000-38 6-12 Page 2,May 17,2018 47157, Patinelli SCTM No. 1000-38-6-12 RELIEF REQUESTED: The applicant requests two variances for additions and alterations to the residence in order to expand the existing footprint of the house by adding a front covered porch measuring 21.5 feet by 10.9 feet, extending the depth of the garage by approximately 5 feet by 16 feet and squaring off the northwest corner of the home for additional living space measuring approximately 3.5 feet by 9 feet. The total increase of interior living space footprint as applied for is approximately 3 79.square feet. At its closest point, the northwest corner of the structure will be 9.6 feet from the property line where the Code requires a minimum of 10 feet. Additionally, when completed the lot coverage for these alterations and additions will represent 22.5% where the Code limits such improvements to 20%. ADDITIONAL INFORMATION: No member of the public or any immediate neighbor spoke in favor of, or against the application. The applicant's survey illustrates e building area of approximately 10,473 square feet north of the Coastal Erosion Hazard Line while the lot size is 14,323 square feet, overall. Proposed additions and alterations include reducing the Code conforming front-ya:rd setback from 69.6 feet to 65.7 feet and adding second floor living space over the garage. During the public hearing, the applicant's representative was requested to reduce the proposed excessive lot coverage, to bring the application into more conformity with the Code, and to provide examples of supporting Zoning Board of Appoals decisions regarding excessive lot coverage. The applicant's agent responded on May 8, 2018 with eight !Zoning Board of Appeals decisions granting relief for excessive lot coverage in the immediate vicinity and did not alter the application. The applicant's representative also provided Zoning Board of Appeals file #2282 granted June 23, 1977 as a supporting document illustrating relief for a reduced side yard setback in the immediate vicinity of South Lane, East Marion, during the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this;application on May 3, 2018 at which time-written and oral evidence were presented. Based upon all testimony, dc')cumentation, 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. Towns Law &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. South Lane and the surrounding Old Orchard neighborhood, along with adjacent Gardiner's Bay Estates is a small-scale;bayfront community of homes developed over the mid- to-late 20'' Century. Most homes in the immediate area are developed on smaller, non-conforming lots created prior to current zoning, the majority of which have been renovated and expanded to meet modern needs. The applicant's proposed alterations will not alter or change; the character of the neighborhood as the two-story residence is existing and the proposed improvements are minor and are not easily discernable from the private road nor from the waterfront. 2. Town Law 5267-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. Ti-ie existing home has stood for nearly 50 years without incident and was constructed on an angle, parallel to the ease and west lot lines,to take advantage of the view. The application proposes an increased footprint of approximately 379 square feet, the majority of which, 230 square feet, is for a covered front porch. Furthermore, in order:to effectively renovate the interior of the house, the northwest corner of the residence needs to be squared-off reducing the side-yard setback by six inches, not discernable from the exterior,to accommodate a bathroom. 3. Town Law 5267-b(3)(b)(3). The variances granted herein are not mathematically substantial, representing 5% relief from the code regarding the side yard setback and 12..5% relief from the code regarding lot coverage. Page 3, May 17,2018 #7157,Patinelli SCTM No. 1000-38-6-12 However, a reduction of 6 inches in the side-yard setback is barely discernable given the size of the existing structure, its orientation on the site and the location's olJen views. Moreover, the increase of the footprint when scaled against the overall lot size, 14,323 square feet including the lands south of the Coastal Erosion Hazard Line, establishes a lot coverage of 16.5%,well below the 20% allowed by the Code. 4. Town Law $267-b(&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, The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(,(b)(5). The difficulty has been ,,elf-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 purchase. 6. Town Law i 267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions i,o a single-family residence consisting of increased living area and a covered front porch 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 267-13, motion was offered by Me:rnber Planamento, seconded by Member Goehringer, and duly carried, to GRANT the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III,Land Surveyor and dated November 17, 2017 and the architectural drawings labeled A-1, A-2 and A-3 prepared by Peter T. Podlas,Architect and dated January 1, 2018. SUBJECT TO THE FOLLOWING CONDITIONS: The covered front porch shall remain open and,not to be enclosed, nor conditioned, That the above conditions be written into the Building Insp;ector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(y)granted herein as shown on the architectural drawings, site plan and/or survey cited above„ such as alterations, extensions, or demolitions, 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 minim is in nature for an alteration that does not increase the degree of nonconformity, Page 4,May 17,2018 #7157,Patinelli SCTM No. 1000-38-6-12 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). a4y�' Leslie Kanes Weisman Chairperson Approved for filing -6 °� /2018 FORM NO. 4 TOWN OF SOUTHOLI? BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy t No. .006Y . . . . . Date . . . . . . . . . . . . . April. . . .9. . , 19. 73 THIS CERTIFIES that the building located at . . Street . . . . . . . . . . . . . " �cYtxth ' ' Map No. . . x=. . . . . . Block No. . . .X= . . .Lot No. . 3=. .. . La.e� -mar-ion. • • • • • • • . • . S conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . . .April. . 9, 19.73. pursuant to whish Building-Permit,No. 6)+64Z• dated . . . . . . . . . . . .Apr3.l. . 9. ., 19.73., was issued, anCl conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is ..Pr;Lvate. •orae. family •dwell.ing. . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to .Leopold. Stern• • • • • • • •4wsier• • • • • • . • • • . . . . . . . . . . . . • • • • • (owner, lessee or tenant) of the aforesaid buildijig. Suffolk County Department of Health Approval . N.B. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . . . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER. . . . . . . . . . . . .Street. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .i . . . . . . . . . . . . . . . . . . . . . . Building Inspector \ a FORM NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTH'OLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES,UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) rN9 6464 Z Date ..............................'El!.......9........ .. 3 , I Permission is hereby granted to: .. Diaz.....A�G.... oq?old.... tern................ Greenport ................................................................................ .................... . .._.................................................... build an addition on exidting dwell ing to ....................................................................... ................... ............--------........................................ ................................................................................................... .... ... ........... .................................... atpremises located at ....X*xx ....;5,92UM.,m............................................................................ ..........................................Gard inert . �....a�®a............gas.... .urian,--....................... , .. ................................. ... .................................... .............................. ....................................................... pursuant to application dated ..................... 0-at....J-7.................. 1922.., and approved by the Building Inspector. Fee $9. ... ........... .........'........................................................ .......... Building Inspector r FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-27029 Date: 04/11/00 THIS CERTIFIES that the building REPAIR Location of Property: 440 SOUTH LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No., 473889 Section 38 Block 6 Lot 12 Subdivision Filed Map No. Lot No. . conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 3, 1998 pursuant to which Building Permit NO. 25190-Z dated SEPTEMBER 22, 1998 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 ROOF REPAIR TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LILLIAN H & LEOPOLD STERN, TRUSTEES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A' PLUMBERS CERTIFICATION DATED N/A Aut o 'zed Signature Rev. 1/81 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: PEZge RMI Z 1J 2-14 2. Address of Applicant: 45' eAL� PD I-V"AW CWS N Y 1a 61 3F 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: QgHoUJ'le O .1'7Spli✓6 D U/L�LL1,416 �Vs'/ait.-IS 729 , WJT-AN,,QrIA 6. Location of Property: (road and Tax map number) „J' V L4N ST R/D d Qo- P- -1 7. Is the parcel within 500 feet of a farm operation? { } Yes fd No 8. Is this parcel actively farmed? { } Yes K No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) MAAd _ �,&ag;2- a //// Zol8 Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application.is submitted for review. Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) P,4177NEGCA residing at p eDAI- (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : �'�N USI EQ:4& (bast name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.), TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit X Variance Trustee Permit Change of Zone—� Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?,"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO )< — If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or,employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this ay of v� 20 Signature Print Name Y AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: /Lf�C,L/ (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit )e Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO —le If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this— da/y�of /1/011 .20_,&9 Signature Print Name /C6M& " kl)VA Cf[ 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information PAZW-4444 -" Name of Action or Project: QO _000A / Project Location(describe,and attach a location map): Brief Description of Proposed Action: p� P,�4/041-MW, YROXFA NZ_W,0 ,, UJNG COA/s7VICTED OV FNOT>N OX 7EA0 4. 3lx/6,,4 &A RA 6,6 AMAIPIMRz7P� CG v,Ei�D Name of Applicant or Sponsor: Telephone:676 _ U !y �- 'YJiJ"AQk V 9 ✓ /2 Address: - 0. O / City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2.'Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: rP 3.a.Total acreage of the site of the proposed action? ' acres b.Total acreage to be physically disturbed? �. (�Sacres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? `j,329 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? J� X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? v c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Ta �Gr&1V l2 2 SZ4� lcili p6 Y c01 )( 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: �( 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment:_d/1!.1'/,TLC J7)yS x 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? x If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the ptoject site. Check all that apply: 1%Shorelirie ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban Ff Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as-threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO _ YES If Yes, X a.Will storm water discharges flow to adjacent properties? EYNO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO O YES f!a'e bgYsdlf-& S' Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: 41- ek Date: I-Ihz I z d s Signature: ` Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" Y>, No,or Moderate small to large impact impact may may :,ti`t w .y:, occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront 'Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. JlfR4 Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit,approval, license, certification: Nature and extent of action: /�ll�pCULcLLlII/& MZ xJsJ-/A/GrAnT N w/ covAzr-D PORN l /G. R 'x V 1) Location of action: 4 .f'(,��Jq� 1AA1� ��,J� &A 9!d& Site acreage:_ Present land use: 0 224! IA4 f/Al 0 V, GVZZY4 S/ Present zoning classification: REDar=Az 6,4,!'/J`f 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided; (a) Name of applicant; (b) Mailing address: (c) Telephone number: Area Code (d) Application number, if any: Will the action be directly undertaken,require funding, or approval'by a state or federal agency? Yes ❑ No M If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No X Not Applicable _ dt7 PFOC O 7- !/OLIC.�. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 11 Yes 11 No � Not Applicable c .U07 i�IGvoL Y, O 4 64,0 Z 04Z ;I Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Q Yes � No © Not Applicable /ZyHU� OD d S A107 �l�fl�SJy jc/1yTi�ll>. d srF cT SAS' /A0 fZ;LPA cT aN -PQWIC R,FBe)/I RCA-: Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria .Yes R No � Not Applicable A/2 em—Pa5d ,012 oy�cT'`S L.�1N��J.�1 Dom" a s � c S ' 4 Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No 1 Not'Applicable 7766t:-- M0 VZ::C3'LS -0F/21/,e5U fay S''CZV4 AEogAie7y G h5ezzc Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP.Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes 0 No152r Not Applicable i i Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ Nol,R' Not Applicable O IAI C Cl Zy,�� aya /ISO ON =QZE dVM1V1W6 Q< 7V 7-04U.II.0002 Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 0 YesEl No� Not Applicable D V ujy*Ll N& . A10, &Z4 Q o0er Z.r1"Ill1 S -J21&mg�e s' PUBLIC COAST POLICIES Policy 9. Provide for public access-to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0 YesO No D?Not Applicable ��c�ss Ce.�o�s P/20 45Ael dn2w &V.r4MY - AMP = _AP k o r A#_A7—doC per//9 PZ-0 C!r'XA'4 Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold!s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes El No 2 Not Applicable AZ DZV"= ory 60,02.-V& Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes_❑ NoM Not Applicable Al D Z&"CZ: oN 4/VI 16 k4peaZ CES Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; 'Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No X Not Applicable Na 4&lz WZ1"U/2, L I-ANDS OMI Lo7- 4" N,PV,, TAttaW?"lit/ .6--040 X27- Attach ch additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LW-RP Section III—Policies, Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ,� Not Applicable Created on 512510511:20 AM TOWN OF SOUTHOLD, NEW YORK DATE June 2, 1977 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2282 Dated May 13, 1977 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Thomas L. Minnigan Appellant 91 Princeton Avenue G Hewlett, NY �'D/L1� 1f V,6 OCU&,G/(L 7— at a meeting of the Zoning Board of Appeals on June 2, 1977 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property - ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................. paragraph _.._ _.....-of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:33 P.M. (E.D.S.T.) upon application of Thomas L. Minnigan, 91 Princeton Avenue, Hewlett, New York for a variance in accordance with the Zoning Ordinance, Article III, Section 100-30 and Bulk Schedule for permission to construct dwelling with insufficient side yard setbacks. Location of property: south side South Lane, East Marion, New York, bounded on the north by South Lane; east by Skopek; south by beach and Bay; west by Thorp. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is-not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and In the same use district because SEE REVERSE (e) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE 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 SEE REVERSE 4_! ZONING BOARD OF APPEALS FORM ZB4 _ 9.n 803M ADpul After investigation and inspection, the Board finds that the applicant requests permission to construct dwelling with insuffi- cient side-yard setbacks, south side South Lane, East Marion, New York. The findings of the Board are that the Board is in agreement with the reasoning of the applicant. This minor variation in the side yards is not going to affect the safety, health, and welfare of the Town of Southold. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, Thomas L. Minnigan, 91 Princeton Avenue, Hewlett, New York, be GRANTED permission to construct dwelling with insufficient side-yard setbacks, south side South Lane, East Marion, New York, as applied for. Vote of the Board: Ayes: - Messrs: Gillispie, Bergen, Hulse, Grigonis. i _ iown Clerk, Town of Southold _ c7"F`"J^�""� w�tin_;'i^'J'•'^"i�' n - - - ,f+ -r- 4 ��`�' il:, 'ari 2.r } �}'�,a(v'���'r TOWNOF -�:OI��TF�`QS�; �� : -,�� !�'���Y���� �Oa�� ; ��4►�1�. ` �t rQ.z �`'' STREET q VILLAGE'. l?-1S?i': SUB. LOT �' &,r"I'�: 1 �iL:�L'"1t: � (N�'vG+. �� �.✓ �� v1 � � 1' 41N R 'n'•:�i� '�✓�CsS� N _ E .f[: IVii/ SW.` TYPE OF BUILDING•1 ` f{• fi4�^ "VOI M'i f`� <` , „ L y,�, SEAS. VL. FARM CMM. CB. MISC. Mkf. Value r '!L,N XNND IMP. TOTAL DATE REMARKS Of f Or ? ,v o `` is x/99 Sa4D 06t4oa L, s-/ex-m; 3'R• T L�SicAI�v F zi/,? Ls AGE Q2 t4' G�.Q BU� ING 0XID!11 Zo —L. ,17 n NEW NORMAL I BELOW ABOVE 9 ' ,1 'RARM Acre Value Per Value Acre Tillable TillabLer 2 S6 Z4,t2 Z „'. 4 I?illable 3' Noodlarid 5wamRl'and FRONTAGE ON WATER G - '- '0�4` t 3rushl'and FRONTAGE ON ROAD House Plot DEPTH' r • 2� .3 0 BULKHEAD ] , Total Q.0 *moo DOCK �WMI E No mom ■■■02011'2■■■■NONE ■■■ ■■■NON■ ■■■IMMER■■■■■■■■■■■e M, 041.1: NOON■ EN■!N■■�i■N■■■■N■NN■■ �C ' : ' +'1f _.. Itt Mx t L_ i 1.4 i FJ ,, t �.�\l.. {� ••, .it��■■■NN ®■.1■_■■�_EN■N■■N■■■■N S tiI Y4 ae ■EN■■ I ��Zi�1:1I�3' !�■EEE■■■■■■■■■ a U��r�N■■� � No OMNI! EEENUMENE■EN■E■ ■■■■■ I In NINEN NM �IP�Er�3aN■■■E■N■EN K 4, , A>>t f s } ;, ,1r ` \ a W fi a ®E■■Nu��■ ■�■NNE■■N■■■■■■■■■■■ .: ■■■■■■��wl�.�ww..�■N■■ONO■NNEE i t A �..� ..r. f - � r,�, Y ,� ; ,�. Y 4� t �.\�. y. .• `' t, ■NNEN■■�■��■■�►■■■■■EEE■■■■■ j '' l� ,y,a "'l' ...•['1`2 E ].�. ^xra'ti 4 -``�. ,"'" n�'r�v"l7 A•. . 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T ■ 1 • of s ) M1,s $ m 6 7 O �i 4.3A �' �I :OUNTYOFSUFFOLK VLEOPMENT RIGHTS) pJ ,� � k i.•� SEE SEC NO 132 0 SEE SEC.NO.037 OR"'O to 5 9 sry� t s tib� ,'L.deco .� Ay a otk rSOJ4'���le . try $,d41 40 NS $ z SEE SEC. NO. 132 IDOO 38 - 6- 13 - b ua wTHRTRf vouoMRc asmmcrs: � � 'o, wwo eMI NAN , 11— 1e+ed10ibb Liw--161-- RKIM Rf 1631 MORART OISTRiBUTKMC 41eB vATER SUFFOLRCOUN —� _— ,Y,s OImH U,wr——A—— PNi1IFIAf Tf,wTeR wTlaur wRm TIS wW.rw O✓,a tri—— —— �� REAL PROPERT) 1� A *� 2015 iRC WITH NYS 201? UNIFORM CODE SUPPLEMENTS 15.00 WATER AND SANITARY 5Y5TEM 11.15 Landings(R311.3.3) Stairways-a floor or landing to be provided at top and bottom- No landing required at G E I*`f,E RAL 5 F EGI F I CAT I O I Y S 5INGE 10/31/11 INCLUDING 2015 IEGG 8 2016 ENERGY 1.05 Flashing-Aluminum flashing,lead coated,flash all wall penetrations. Flash top of an interior stairway provided door does not swing over stairs. Exterior doors-a floor or landing Is CONSERVATION CONSTRUCTION CODE SUPPLEMENT all corners. Flash all valleys,ridges,windows,door heads,and Joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door,a landing Is not required materials.Termite Shield-Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egressl doors-a floor or landing shall not be more 1.00 Survey data taken from survey:Ken Beckman,L5 dated:8/2011 16.00 MISCELLANEOUS than 1 1/2 in,lower than the top of the threshold-At other than the required exit door,the elevation 1.06 Caulking/Sealant-as selected by Builder. different below the threshold of an exterior door Is limited to 15/4",provided the door does not swing 2.00 517E WORK 1601 Extreme care and proper measures shall be used so as not to damage,bulge or over the landing(not applicable to storm doors).(R311.3.1) 201 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders .032"preflnished aluminum gutters. ,024"preflnished aluminum . ti walls due to an u erim osed pressure,shoring,bracing,etc.,shall be employed leaders. Color-white.To IIs if required P � p P p g, g' 11.16 Emergency Escape and Rescue Openings(8310.4). Bflco enclosures with direct exterior access as required. All footings to bear on virgin soli,pressure assumed bearing cap 2 T5F. �e q until the full dead load of the building Is on the wall. Do not backflll against foundation permitted if in compliance with requirements. 00 DOORS AND WINDOWS walls until floor system installation Is complete. 2.02 Backfill and compaction•use clean earth contoining no organic matter,well graded. 8. 17.11 Stairway Treads and Risers(8311.5) Maximum riser height to be 1314". Minimum tread depth FIII beneath structure shall be compacted to 95%density as per A5TM D 1551 16 02 where drawings are In conflict with other drawings or details,the contractor shall notify to be 10". (R311.1.5.2.1)Stairway width-stairways to be a minimum of 3b"In width at points above the 8.01 Openings for emergency use shall include doors or operable parts of windows located g permitted handrail height. Handralls may r Method D. Backfill shall not be placed against the existing foundation walls until the as to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. P 9 y p oject a maximum of 4 112"on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom stairways. Minimum clear stairway width at and below the handrail height,Including treads and b framing lumber or temporary bracing. impede egress in an emergency,shall have a minimum area of 5.7 sq ft.with a min 16,03 The architect will not have control or charge of and will not be responsible for construction and landings,to be: 31 1/2"with handrail on one side only,21"with handrails on both sides. y height of 24"and a min.width of 20"with bottom of openings no higher than 44"above means, methods,techniques,sequences and programs or for safety precautions and programs Within each flight,maximum variation of 3/8"between greatest and smallest riser heights. Within finished floor in all above grade stories. All glass within 15"of floor to be safety glass in connection with the work. each flight,maximum variance of 318"between greatest and smallest tread depths. Stairways with 2 03 Drainage at footings-as required 4"diam.perforated plastic pipe to dry well if soil g g P � " "floor oor openings should have a min.net clear opening of 5 sq.ft.(R310 1.1) solid risers to have nosin s of a minimum of 3/4and a maximum of 1 114 . Nosin s not required until the concrete is of a sufficient strength and the walls are braced at both top and conditions require it. Backfill shall not be placed against the existing foundation walls g g q 16 03a The contractor shall give all notices and comply with all fors,ordinances,rules,regulations bottom by framing lumber or temporary bracing. 8.02 Minimum window requirements per room is 8%of floor area for light and 4%for and lawful orders of any public authority bearing the performance of the work and shall promptly for treads at least 11"in depth. (Open risers cannot permit the thru passage of a 4"sphere.) ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.18 Stairway Height(R311.1.2.)Min.headroom of V-8"for stairways and landings. Headroom height 300 CONCRETEmeasured vertically from sloped plane adjoining tread nosing or from floor surface of 16.036 Owner and contractor shalt Indemnify and hold harmless the architect and their agents and landing or an platform. accessible space under stairs to receive 112" b. 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass, employees from all claims,damages,losses and expenses including but not limited to attorney g y p P gw fees arising out of or resulting from the performance of the work provided that any such claim, 11.19 Special Stairways(8311.1.20.1). Winders to have minimum tread width of 26". 8.04 Entrance doors to conform to NY5 Energy Code. damage,loss or expense(1)is attributable to bodily injury,sickness,disease or death or to injury Tread de th to be at least 6 3/4"at walkline. 3.02 Concrete shall r a min. to b psi class(g128 days unless noted otherwise. Porches to destruction of tangible property(other than the work Itself)including the loss of use resulting there P steps,steps,garage floor to be 3500 psi. 8.05 Garage doors to be rated for current/applicable wind load. from and(2)is caused in while or in part by any negligent act or omission of the contractor,any sub- 11.20 Smoke Alarms(8313.1) Where multiple smoke alarms are required,interconnection required. contractor,anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located,in each sleeping room,outside of each separate sleeping area In 3.03 Reinforcing Rods-ASTM A-305:b/6 x10110 WWF A5TM A-185. Reinforcing 8.06 R312.2 Window fall protection shall be provided in may be unable,regardless whether not it o caused in part by a party indemnified hereunder. the immediate vicinity of the bedrooms,on each additional story of the dwelling,Including basements In footings only where variation In soil conditions require,and where soil does not accordance with Sections R31 2.11 and R312.2.2.R312.2.1 and cellars,on each level in split level dwellings where an Intervening door Is located between provide 2,500 psi or noted otherwise. Window sills in dwelling units where the top of sill of an operable window 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level Is permitted where there Is no opening is located less than 24 In.above fin.fl.and greater than 72 in. intervening door between the adjacent levels and the lower level is less than one full story below 3.04 Formwork shall be well braced true to dimension,level and plumb and foundation above fln,grade or other surface below on the ext.of the building, 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper levet, Any alteration,repair,addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%. the operable window shall comply with one of the following: the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired&Interconnected 1)Operable windows with openings that will not allow a 4 in.dia.sphere structfon. This drawing is an Instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier 4 mil, polyethylene sheet lap all edges 6". Membrane waterproofing to pass through the opening where the opening is in its largest position. be construed as a contract between the builder and the owner. Federal,State and Local zoning and building code compliance shall be the responsibility of the contractor. 17.21 Handrails size(8311.1.8.3) Two methods prescribed with option of accepting handrail with shall be installed on all sub-surface exterior foundation walls. 2)Operable windows that are provided with window fall prevention devices g g P p equivalent gr'aspability. Type 1 rafts-if circular cross-section,diameter of 1 1/4"to 2"; that comply with A5TM F2090. if noncircular rail,cross-section of 2 1/4"maximum with perimeter of 4"to 6 114". Type It h 3.06 Footings at different levels shall stepped and the step rise and run shall be a 3)Operable windows that are provided with window opening 16.06 This structure has been designed in accordance with the NY5 Energy Conservation code, rails-perimeter dimension exceeding 6 1/4",graspable finger recess to be provided on maximum slope of 1 vertical to 2 horizontal. residential code in NYS. control devices that comply with Section 8312.2.2. 11.00 Guards and window fall protection per Sec. 8312 both sides of rail,with specific dimensional criteria set forth in code. 8.01 R312.2.Window opening control devices shall comply with 11.01 All envelope systems shall be in accordance with the latest revision of the NYS Energy Conservation Code. 11.22 Handrails(Section R311.1.8) Located at 34"vertically above nosing of treads. Min.of one handrail 4.00 MASONRY A5TM F2090 The window opening control device,after required for stairs of four or more risers. Handralls to be continuous full length of stairs from a point operation to release the control device allowing the window direct) above to riser of a flight to a y g y p 4.01 Concrete Masonry Units shall meet A5TM G-90 grade A;solid block A5TM G-145 to fully open,shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be in conformance with Sec. 81006. Air leakage with glass y p g point direct) above lowest riser O a flight- 12 be Interrupted ted grade B. Shapes as required;28 days old before installation. Minimum net window unit to less than the area required by Section R310.2.I I. enclosure and doors outside air supply shall be provided as per 11102.4.2. tnj a new post at a tum,volute or turnout permitted over lowest tread. Guards ed more 1) Railing is to be a min.height of 36"where porch,balcony,landing or raised floor surface located more than 30 in. compressive strength of block to be 2500 psi. 9.00 FINISHES 11.03 Guard rails are only required where the difference in grade Is more than 30". (R312.1) Opening In above floor or grade below. 4.02 Par in 1 coat Portland cement parging on above rade CMU. Sponge finish Y"" guard rails to be 4"max.(R312.1.3). Handralls are required on stairs with 4 or more risers(R311.1.8). 17.23 Draftsto in and Fireblockin (R302.12 and R302.11) Where a floor membrane above and 9 9- P 9 9 9PP 9 9 at masonry walls below grade. 9.01 Drywall- Z"tapered edge gypsum board,applied,taped and finished as per U5 ceiling membrane below create the concealed space in a floor/ceiling assembly,draftstopping Gypsum Company recommendations. Use water resistant a as substrate for 17.04 The code describes the height of a building as the vert.distance from the grade plane to the yp p y type to be provided under following circumstances: ceiling suspended under floor framing,floor 5.00 METALS ceiling as per NY5 Building Code. avg height of the highest roof surface.Grade plane is lowest point of grade from any distance b'-0" away from house. framing constructed of truss-type open-web or perforated members. Materials for draftstopping to be adequately supported and Installed parallel to floor framing members unless otherwise 5.01 Anchor bolts shall be 5/8"diameter embedded 7"in poured concrete and 15"in 10.00 CA57-IN-PLACE CONCRETEminimum of 22"x 30"with a min.of 30"unobstructed headroom approved., 112"gypsum board,318"wood structural panels,318"Type2-M-W particleboard unit masonry. Min(2)anchor bolts per section of plate. 12"from each end with inter- 17.05 Attic access openings must be a other approved materials. mediate bolts as per chart on Beet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the above(8801.1) 5.02 Metal Joist Hangers and Ty-Downs shall be used at all Joists with direct bearing. current AGI-318"Building Code Requirements for Reinforced Concrete." 17.106 Stalrway Illumination(R303.7-R303.8). All interior and exterior stairs to be provided with illumination,including �� COr?E 18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. 11.00 FOUNDATION NOTESlandings and treads Interior stairs light source to be in Immediate vicinity of each stairway landing E All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section(minirnurn 1 foot candle). Exterior stairs light source to be in 11.01 The presumptive soil bearing capacity is assumed to be(2)T5F for all footings immediate vicinity of top landing of stairway(bottom landing for basement stairways). Light activation 5.03 Nails-number and type for each application as called for in the WFGM(see sheet A2) devices to be located at both top and bottom of Interior stairs;located within the dwelling unit for 11.02 Filled subgrade below floor and footings shall be compacted to be 95%of the exteririr stairs(con4riuously illuminated or automaticailW controlled also.permitted). Exterior decks with SEE ATTACHED modified proctor. staircases light switch a fop anYwfZ9tfai S - GALGULATION5 6.00 WOOD 11.01 Whenever an alteration is made to a residence,the entire residence has to have hardwired smoke 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed(R314.2.2). REFRAME EXISTING HOUSE 111TH 6.01 Sill Plate- MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. 2X6 5TUD5 16° OG AT 9'-0" HEIGHT Termite shield-Copper Kraft 17.08 Exterior frame walls with no fire rating of 0 hour have a min.fire separation distance of 3 ft.(8302.1.2). 11.04 The maximum vertical distance measured from the top of a basement floor slab to LIEU OF EXI5TING WALL 5TU05. 602 Floor,ceiling Joist,roof rafters and girders-same grade and construction as for outside finished grade shall not exceed the following. 17..09 Landings are required at exit doors other than the required exit door if there are more than 2 risers structural lumber noted below(6.08). Type of Wall Height (8311.3.2) 8"block w/#5 rods®48"o.c. 8 ft. 11.110 Light,Ventilation and Heating(8303.1) Habitable room to be provided with aggregate 5PACE EXI5T, ADDITION5 TOTAL 6.03 Bridging-wood cross bridging-as required by code.V-0"O.G. 8"block w1#5 rods Q 40"o.c. 9 ft. glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not reLlulred 8"concrete(unreinforced) max unbalanced backfill hgt 7 ft in rooms with artificial light capable of avg.Illumination of 6 ft. candles at 30"above the floor. 15T FL 1336 50. FT. 39q 50. FT. 113550. FT. 6.04 Roof Trusses-designed and manufactured to meet all applicable codes. Provide 8"concrete 8'wall(reinf.)#5@ 41"Or,Vert.max.unbalanced backfill hgt 8 ft. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of 2ND FL 687 5Q. FT. 16 50. FT. 163-50. FT. shop drawings sealed by a Professional Engineer;fabrication certified by engineer 8"concrete q'wall(reinf.)#5@41"or,vert.max.unbalanced backfill hgt.aft. `ne rooms. prior to installation. 10"concrete 10'wall(reinf.)#6 @41"or vert. max.unbalanced backfill hgt q ft. GARAGE 250 50. FT. 6550. FT. 31$ 50. FT. 6.05 Floor Deck-518"plywood,standard G-D-X DFPA,direct bearing at edges. Provide 12.00 MASONRY 11.1' Ceiling Heights(8305.1) Minimum ceiling height of 7'-0"to the lowest projection required for PORCH XX 230 50. FT. 230 5Q. FT. W'plywood finish underiayment below all vinyl flooring or equal. Glue to Joists. nabitable rooms. Minimum ceiling height of 1 ft.permitted for;hallways,bathrooms,laundry 12.01 Concrete masonry units(CMU)to ASTM G-90. rooms,and basements Habitable basements areas,with reduction to 6-8"at beams,ducts and other 6.06 Roof Deck-%"plywood G-D-X DFPA,exterior glue. 12.02 Minimum net compressive strength shall be 2,000 psi. obstructions. Minimum height of 64"permitted in nonhabitable areas of basements and hallways,with • This drawing he, ?a .i prepared in accordance with the provisions of Title VII,Article 6.01 Sheathing 1/2"pl od G D X DFPA,exterior glue reduction to 15'-4"at beams,ducts,etc. 145,Sections 1200-1209 of the NY5 Education Law, It Is a violation of said law for g- yuo 9 any person,unless he/she is acting under the direct supervision of a licensed 6.08 Wall Studs- 2xb and 2x4.See framing and plans for spacing. All structural lumber shall 12.03 Mortar to be type"N". compressive strength to be 2,000 psi. 11,12 Sanitation{8306 and 8307). Toilet, bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing In any way. If any part of have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 q%moisture clearances and clear floor space as shown in Fig. R301.2. Shower compartments to have this drawing Is altered,the altering Architect shall affix to the Item altered his seal and content,Doug Fir No.2 unless noted otherwise. 12.04 Provide"Dur-o wall"standard gauge or equal in all walls over 6 courses high. nonabsorbent surfaces to a minimum height of b ft.above the floor and 305.1. the notation"altered by"followed by his signature,the date of alteration and a 15.09 Siding to match applied over Tyvek or Zip System 11.13 Hazardous Locations(Section R308.4,R308.4.7) Specific hazardous locations where speclflc description of the alteration. glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors • This drawing has been prepared for the speclflc project indicated,and Is an 6.10 Plywood-all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES 'other than jalousles) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted by,and the sole property of Peter T.Podlas,PC. all other requirements of applicable US Commercial Standards for the type,grade n sliding and bifold closet door assemblies.Glazing in storm doors. Glazing in unframed swinging This drawing may not be copied or used,In whole or In part,by any party without the and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs,steam rooms,saunas,whirlpools,bathtubs expressed written consent of Peter T.Podlas,PC. Infringements or any use of this fabrication and erection of structural steel for buildings adopted by the A15C. and showers. Where any part of building wall encloses such compartments,glazing within 60" drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double Joists under all parallel partitions. vertically above standing or walking surface to be regulated. (5 ft.rule-5 ft.above walking civil law. Possession of any copy of this drawing not containing this notice or the 13.02 All structural steel shall be in accordance with the A5TM specifications,A36 surface,5 R. horizontally out.)See Figure R308.4.1. Architect's seal and signature,in red Ink,will be grounds for prosecution. 6.12 Provide(2)2"x 10"headers min.over any window,door opening or any opening with a strength of 36,000 psi. with double uprights,9'-0"and over with triple uprights,unless otherwise noted. 17 14 Automatic Fire Sprinkler System required to be installed(R313.2) • There shall be no master filing of this plan with any building department and shall deem the plan See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded not be valid,sealed and signed plans are good for one calendar connections as in the latest edition of the AI50 manual year from the daa te listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood 1-beams and • This plan is for the building lot address below and is for a one time use Dated LVL products or equal. All joists,girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 06122118. Address:440 South Lane,East Marion,NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling,storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board 10111/16 REVISION: GENERAL NOTES& 1ST 8 2ND FLOORS components shall be as per manufacturer's recommendations. plywood,roof trusses,and sheathing are in place. EgED ARGy,t SPEGIFIGATIONS 1.00 THERMAL AND MOISTURE PROTECTION ti0`uI31'2X6 EXT•WALLS b i • ;E lJiLDER'S PLANS 9'-O* I „ by 1.01 Dampprooflng,brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL The Contactor warrants to the Architect that he possesses the particular competence and skill In ± PATINELLA RESIDENCE W grade walls. Also add vapor barrier as per 3.05. cors;i•.;ction necessary to build this projectuAthout full englneering and architectural services,and, ? I 14.01 Shall conform to the latest revision of the National Electric Gode,the Local Power for the reason that the Contraetorwishes to rely upon his own competence,the Contractor or Owner 2 n Q company and all applicable local regulations. has restricted the Architect's scope of professional services In reliance on the contractor's warranty M Ay 8 2u1 1.02 Sill Seal-1/2"x 5 112"compressible fiberglass beneath all exterior sill plates. p y PP g and W th,>express request of the Contractor or Owner,the Architect has under taken a limited scope G t PETER T. PODLAS f p �! of professional services The const-uctlon documents provided by the limited services shall be termed ARCHITECT 1.03 Insulation-Walls R15 2x4 Ext.,R21 2xb Ext. 14.02 Provide clock type day/night thermostat. "Bulkier!,Plans"in recognition of the contractor's sophisticadon.Construction uAll require that the , BOX 1056.REM5eNBUR6,NY 11%0 631 325-0929 Ceilings -fiberglass 12"Batt R-38(flat)R-19(cath.cig)Kraft paper faced Ccrt'acm'adapt the"Builders Plans"to the field conditions encountered and make logical adjustments \� 14.03 Provide smoke detectors as per NY5 building code. in fit,form,dimension and quantity that are treated only generally by the"Builders Plans".in the event DATE 06/22/1 a/ 10/11/18 All interior walls to be R13,3"Batt insulation. Floor-R30 P g i. -- addN,ion.al detail or guidance is needed by the Contractor of Ouxrer for construction of any aspect of i.- ---------•-•-� - `- _ 440 SOUTH LANE, Al the nea°prefect,he shall immediately notify the Architect.Failure to give a simple notice shall relieve the SCALE:A5 NOTED EAST MARION,NY 7.04 Roofing- 30 year arch.shingle with 6 nails per shingle 14.04 Kitchen and bath to have exhaust fan as per NYS building code. Archhect r responsibmty for the consequence, Page 1 of 6 Ground Snow Load Ultimate Wind Exposure 1 mile of coast? Double Plate Splice (25q) Nailing Schedule Table 3 1 (114) 30 P5F 130 or 140 B,G, D Yes or No 4.-011 GENERA! 5 P E C I F I/'-A"("'®N G For exposures"B","G","D" 4,0„ � i Plate # # nail spacing +-• v \./ 1 ..� Approximate Distance from Wlndborne Debris Protection Building Dimension_ 98x40 Min.Splice Length_ Joint Description common box Avg. High Tide Mark Resulted nails nails (EN61NE1=RED DE51GN PER ASCEI-10 REEF. Splice ROOF FRAMING STANDARD FOR WIND DESIGN WOOD FRAME NAIL SPACING for Wall Sheathing-CHART B blocking to rafter-toe nailed 2-8d 2-10d each GON5TRUCTION MANUAL 2015) Less than 1 mile Yes or No Exposure"B" 4'perimeter sheets interior sheets rim board to rafter-end nailed 2-16d 3-16d each Greater than 1 mile 130 mph edge 6"OG edge 6110r, end Weathering Seismic Termite Frost Line Depth interior 12"OG interior 12"0G WALL FRAMING top plate to top plate-face nail 2-16d 2-16d per foot - ._. _ --_.---_ __-.-------------------.�__�.-- _---- �evere N/A Mod/Heavy 36" 140 mph edge 6"OG edge 6"OG to plates intersection-face Figure 3.2f Panel Attachment Interior 12"0G interior 12"GG P @ 4.16d 5-16d lolnts-each side Flood Hazard Winter Design Temp. Ice Shield Underiayment stud to stud-face nailed 2-16d 2-16d 24"OG - - - - header to header-face nailed 1-115d 1-16d 16"oc along C' 4'perimeter interior sheets 2-16d .swap:++"•« .step s >*"rt•"e•.e„..P». s.Mrx.epaNf.'M• Yes or No 11 degrees N/A Exposure'�' p top or bot.piste to stud-end nail 2-.bd per stud "..,,,�,r.. ____., "e»••»>��•a•m•d+,•w•�.., :.,a,•.,,,�,.,�,,,,,,,,,,,,,�,.,r . g 130 mph edge 6110G edge 6110C bottom plate to floor Joist,band �- Y interior 12"OG interior 12"OG oist, end•olst or blocking 2-164 2-16d perfoot �- '> P•"'" Decay Aspect Ratio(L/W) Max Bldg. Dimension =80' J } 9 p Slight to Min. 1 4,Max 4:1 Actual Bldg. Dimension 140 mph edge 6"OC edge 6"OG F { T P P 9 4 d 4 10d per joist(13) 16d ea. FLOOR. RAMING 1 2 45 Joist to siil,to late or girder-toe I interior 6"OG Interior 12"OG Moderate Actual / side Of splice p °p bridging to Joist-toe nailed 2-8d 2-10d each end Anchor Bolts (153) below plate blocking to joist-toe nailed 2-10d Roof Live 20P5F 140mph J 2-8d each end - Exposure"$" 130 mph Roof Dead Load 20PSF 1st Floor Live 40 PSF, Dead Load 15 PSF biockino,to sill or top plate-toe 3-16d 4-16d each block ' •�• - - Ground 5now Load 20 psf 2nd Floor Live 30 P5F, Dead Load 10 PSFledger strip to beam-face 3-16d 4-16d each Joist r 1 '^� ••°{'••r^ s-=s••••+•••^•^ 5/8"Diameter 30"OG 30"or, Joist on ledger to beam-toe 3_Cd 3-10d per Joist band joist to joist-end nailed 3-1bd 4-16d t ' zl - °°"•"; Spans Exposure B,G, D Douglas Fir#2, FP=850 psi, E= 1,600,000 (2q1) Exposure"G" 130 mph 140mph Bottom perJcist p band joist to sill or top plate 2-t bd 3-16d - r � Rafters 12"oc 12x6 2-X"I Zq i 0 2x i 2 "T plate per Joist i t i ( - O?V1EW 4 22-5 518"Diameter 30"OG 30"OG ROOF SHEATHING t 16"oc 10-10 13-8 16-q 1q-5 structural panels 8d 10d see chart I S.r Gig Joists 12"oc 15-0 1q-1 23-3 26-0 a 1b"oc 13-0 16-6 20-2 26-0 CEILING SHEATHING i , Pan,:�. ��� •_ 1st FI Joists 12"oc 10-4 14-2 18-0 20-11 Notes:Anchor bolts to be a min,of T'embedded into concrete, max. 12"from any gypsum wallboard 5d coolers 5d ?"edge/10" f --- --- -- N.rx.r•:•,n row,- nw.¢r.aw N r•n•o•,+ tM�e+r,..w r"-r,..o-•. 16"oc 4-g 12-cl 15-7 le-1 Rafter Heel Corner and splice,min.2"from edge of sill plate.Anchor bolt washer to be d coolers field ^^• r>.,.3., 2nd FI.Joists 12"oc 11-10 15-7 1 q-10 23-4 3"x 3"x 3116,max. 1116"oversized hole.Use hot dipped anchor bolts and washers d WALL SHEATHING 16"oc 10-q 14-2 11-5 20-3 Connector in all flood zones. Double up all 2x6 sill plates and lap bottom splice w Ith top plate and structural panels 8d 10d see chart spike top plate to bottom plate with(3) 16d common nails each side of splice In lieu of Max Cantilever-load bearing gypsum wallboard 5d 5d �"edgel10" Figure 3.2g Panel Splice Occurring over Horizontal Framing Members RR/GJ HEEL CONNECTIONS ( 1q0, 1q1 ) having both anchor bolts within 12"of splice on the bottom plate (Note:the bottom Non-loading gearing:cant span < plate splice must have a feast one anchor bolt within 12'from its end) (3.2-13) 1/4 of Floor Joist span FLOOR SHEATHING coolers coolers Reid _ Roof A 31 structural panels < 1" 8d 10d b"edge/12" -- 1/12 Note: If strap Is under mud sill anchor bolt washers are 3 in x 3 In 5d Cooler= 1 5/8" 5d gypsum roow>t°s' o,•,,,,K,„e„ Rafter Slope Roof Span— P field AA-Use Simpson H 6 at Rafter and face nail RR&GJ together with( 4 ) 16d nails square (111) panel nail,15 1/2 ga.,15/64° Solid blocking @ 1 st two end bays of floor joists for each Use same connection at ceiling,joist to ceiling Joist lap splices, dia. head = 1 1/4" d.Wall floor @ 48"OG. Blocking to receive a min.of(2)8d @ each It! Screw end of blocking. 1 Roof B t _ Window openings connections: Rafter Slope_ Roof Span ' M ROOF SHEATHING REaUIREMENT5 FOR WIND LOADS BB-Use Simpson H 6 at Rafter and face nail RR&GJ together with( )16d nails. *� •aM ' �\ window# size #jack studs #king studs Simpson connector (1 q3 1 q2) �•�„ q s�w .�., Use same connection at ceiling Joist to ceiling Joist lap splices. Exposure"B"- 1/2" See actual Floor Plans for strapping regmn'ts Exposure"G"= 1/2"' 'applied with corrosion resistant fasteners(R Roof G q05 2.1.2) i _ _- - Rafter Slope _ Roof Span Attachment requirement are to be applied on Doug Fir Rafters with 8d x'L' - nA o.,w"°r° 1°• 5venj criPDle 8tua above the Where attic floor or ceiling t-= - GG-Use Simpson H 6 at Rafter and face nail RR&GJ together with( )16d nails. a newer rece,ve a 5 mo5on Hf, common or 10d box. Perimeter sheets are 4'-0"out from all edges of roof f ii See Floc^`an s anonNAIL SPAGIN r Roof 5heathln CHAR A end wa used to in.corn gable. t i idiaphragm(8'-0 Use same connection at ceiling joist to ceiling joist lap splices. ��bD common and Corrector canneaor plant, brace the gable :I •� I `s��n4 � 9 st-a°sizes& G for g T o re a hip roo f H'•Etud to Hdr 5trar by 5,,c,�cr, t t Roof D Per stud to plate Exposure"B" 4'perimeter sheets interior sheets system is used you don't have to V j Rafter Slope Roof Span connection / DD•Use Simpson H 1 at Rafter and face Hall RR&GJ together with( ) 1bd nails. 130 mph edge b"OG edge 6"OG block the 1 st two rafter bays H&c,5lmosor Interior 12"OG interior 12"OG �,:•,"° ° F>r.«.,.es<a�," �' Use same connection at ceiling joist to ceiling joist lap splices. �,xb x t ,n�tr•�o+:> i` _Jim I_ Roof E 140 rrg p� edge 6110G edge 6„00 Fill- _ � e 2 [x w•.v.a t,.. 5 s,.;r �.o e,.i<�., � Rafter Slope Roof Span perimeterclot b"OG nter[or 12"OG <. Into Ert,JCK?NC �ERIMFrEF EE-Use Sim son H 1 at Rafter and face nail RR&GJ to ether with( ) 16d nails. `_N C'A s"F�l p g Expv ur 4' isheets interior sheets " `" ' Use same connection at ceiling joist to ceiling joist lap splices 130 _�"OG edge 6"OG NAILING -^ph edg�_ NAi11N, TYPIGAL YNINDOIN 5TRAPPINC6 DETAIL interior b"OG`-- interior 6"oG t"T`R'oR AREA SNEfIS F.°RIMEIFR NAIL ING Door openings connections: 140 mph edge 6110C edge b"OC AREA interior 6"OG interior 6110G Door# size #jack studs #king studs hdr,connector (simpson) TYv:CA,SHEE- ,ri�A,.R�o� SPAN # of JACKS # 41= KIN65 -_-.-_ ._ -- __ .._______._ .__ - - .-----__------____-----_-__-. -_.._... ._.-- See actual Floor Plans for strapping regmn'ts SHEATWNr, ( Fip�vre 1.2n I'anrti SpFEee Oeturefn�atrass stwtls \2 1 OE 214 ) - - -• - - -- Where wind is> 130 mph use Solid blocking @ 1 st two end bays F .to receive a minof o I =RAFT ER 4 locking (2) ° �q?-! M Evey c ioC e stud stove"e ?d @ each end of blocking ( 124 ) ✓ - 4'-0" 1 see Floor F'an For::tn K Ir ntader to rece'+e a 3�rnrson HE SHEATHING 2 t u..�n:•.- ccnnecto• `�_On - �t-On o!xings&Jacks and I V st-ap sizes «;16� REQ'M NT5 q 2 3 common nails Per aC d H5 St.0 to Har Strap by 5:mese•; 1 0'-0" _ 1 1'-0" 3 4 to Mate cor•,ecno^s R foro Wall ° amino-Exterior load bearing wall 3.200 p. 121 �� - 12 -0„ 13- -0 3 5 Studs Expcs Are B Douglas Fir#2,Fb 850, c- 1,600,000 14'_0” - 16'_0" 1ar mph 140mph 4 6 2x4 2X6 2x4 2x6 HURRICANE SHUTTERS r Stud length 1G 0 10-0 10-0 10-0 Where wind is> 130 mph use Solid blocking @ 1 st two end bays - ` of END WALL @ 48"OG. Blocking to receive a min.of(2)ad @ duds Expr.si.re G Douglas Fir#2, F'e=850, E= 1,600,000 She General Contractor is to provide the each end of blocking. ( 121 ) structure with 1/2"COX plywood panels wl TYPICAL DOOR 5TRAPPINO DE2x4 2x6 2x4 2x6 TAIL 1�a rnCn 4 mph pre-drilled holes for fastening screws for all . e�x MK ` .uh • - Windcws and Doors Panels to be Stud iengt�, 10-0 1 I-0 10-0 10-0 numbered and stored on site in a dry area Unauthorized alteration or addition to this plan is a Use #5 Nood Screws-2"embedment c r ' violation of section 1209 of the NY5 Education Law `""•'°` 16"OG o 0'-4'-G"Panel span - -- perforated S eanuall Hoidou.n Gaoaci�,for Exposure'B" "G" "D" (221) 10"OG for 4'-0"-6-0"Panel span Figure.3.?.' Sheathing spite Plate(At tsraati.s DsAasr) 8" 6'-C'-8'-C"Panel span OC for • Copies of this plan not bearing the Architect's red inked seal and - _ Nall HoilsLgs. Aspect Ratio signature shall not be considered to be valid and shall not be valid RID(5E= GONNEGTION5 Exposure"G° for construction. (185) 8'-0" 3488# per flop- 3 1/2/ 1 "code" Use#10 Wood Screws •2"Embedment: • There shall be no master filing of this pian with any building Ridge Connection 9'-0" 3824# per floor Actual L/W=q8 /40 16"OG for 0'-4'-0"Panels an department and shall deem the plan to not be valid,sealed and Ridge.Connection ----- p Strap-0520 16" ,0'-0" 4360� r = .245 < Strap 0520 16" OG per floor _— 3.5 12"OG for 4'-0"-b'-0"Panel span signed pians are good for one calendar year from the date listed \N za nom"" OG ridge ?.' 0" 5232# per floor q"OG for b'-0"-8'•0"Panel span below. ridge vent . This plan is for the building lot address below and is for a one cite vent d (cent) time use Dated:06/22/18. "--`-�-"­Address:440 South Lane, East Marion,NY s ' ' Max. Gant;l TJ ,1 3 p• ever-load ocarina �. Nor,-loading beg-ing cant.„parHURRICANE!� o l d d own ( 22 1 ) SHUTTER TYPES ENERAL NOTES&HIGH WIND 5parinX extkP lsingie row plate,ranee 1/4 o=rIoor Joisi soan PEGIFiCATION5 •�,. 9ncwrn ( sneaming thickness aFul RIDGE CONNECTIONS Exposure"B" Qp,, ,: t' Automatic Rolidown Shutters / w0cepfats) ao! Nal! at 6 OG •v,•_ A }ace grain 'U (184) Accordion Shutters ori®t,t3t;Qr as 11 ` PATI N ELLA . ,o 4 OG (a'i Panel Bahama Shutters RESIDENCE 4' perimeter Corner Awning Shutters I „ y= t SectiPnA_A OVERHANG OUTLOOKER5 Connectors(Gable soffits) palling il It (2) 16d Nail Storm Panel Shutters blocking nailing zone at 6"OG Detail Plywood Shutters PETER T. POOLAS t� '°r Exposure"B" 130 mph 140mph i MAY 2 ARCHITECT C E31-325-092Q \� H2.5A(simpson) H2.5A(simpson) U 2019 i JdtA:ANE 9cx 1058.REMSENBLRr,,NY „9(l Exposure"G" 130 mph 140mph 4 Studs DATE: 06122li'8 H2.5A(simpson) H6(simpson) Page 2 of b 1 OUTLOOKER ^;75GALE:a5 NOTED Install 1 1/4"20 gauge galvanized strapping SEE STRAPPING TYPICAL ROOF @ 16"Or,over DETAIL for strapping -RIDGE with min.12" bearing on each requlrementa `t...- RAFTER H2A RR tie TYPICAL R38 BATT 12 TYPICAL ROOF OVERHANG 6 Arch.roof shingles tx 8 Azek over 15#roofing felt (AA r `r fascia with -__- - -__- --_44: y over 5/8"COX alum gutters to 5' c phyaod Waited to sOgofoam baffles dn}uell Roof Rafters R1q BATT H 2A ROOF RAFTER I _' TIES 16"OG by iQ_- \ Vented Bead board soffit Simpson BEDROOM #3 y 42-7 P R15 BATT I o TYPICAL ALL : CLO5E UP AND WGLG HOT b FT. 8 IN. ;, _.. R21 BATT ''�"`'' 3112 existingstairwell CEDAR SHINGLE `� ,_ } � `��_ "":�,r..•-.� n t x... SIDING OVER TYVEK,112"EXT. BD.SHEATHING 4 _--• - -�•--�----•:•----------_ti__.--_ �,,_._._._-_F ' x ,, _;. I � ADD(1)1.75 X1.50 LVL m a: EACH 51DE OF ♦ - 1 UP (3)2x8 wl(2)1'k7" ° EXIST.GIRDER 01L TANK M LA Steel Plate Flush 2X8 g) 2X6 WALL !; FJ'5518"FIRE -" (2)1.15 x 7.25 LVL'S to " 5TUD5 16"OG 8'-0" 9'-5" 9'-0" N1�u 2X8 FJ'S 16"OG 16"Or, / / / �/� CODED GLG i0'-9" TYPICAL 4 _ CONNECTION J DINING ,0 5.25 x 16.00 2.0E '' ROOM parallam bolted to the SIL X6 MGA PLATE, \ !p } r PORCH SILL SEAL,518"DIA =' exterior side of the wall ENTRY c T-1" ' to each stud and box ANCHOR BOLT 30" ♦ u MECH. RM. Or, COPPER KRAFTDONEL INTO \ - 0 beam TERMITE SHIELD FT 3 5 X 9 25 2 OE j__ N ♦ -_- • * EXISTING FON , i f 5 GO PARALLAM GIRDER i WB F.A.V.TO EXTERIOR - - •-..- I - -- � - NEW.2x8 1 1- - ,� L- —; t__J nn L,__� _ - under _ FX6 GWB req'd on \ 1' ♦ 14.2" �, 3Y4" / stairs Exist 2x8 Add(1)1.75 floorJoists /,/0"g _ FJ'5 X 1.5 LVL TO R302.13.2 I HDU a Con EACH SIDE OF Exist.2x8 L -holddcwns' \ tN CRAB I {c 5/8 diff bolt FTSr--i • ♦ ARGGESS ♦ I • SPACE J � I I r \. TYPICAL FON L --- i� -_ ii -. j UP DOWEL INTO W --- ALL �, 8"poured concrete Install 1 114"20 au e CRAWL \ ♦ y EXISTING FON foundation wall keyed L_—, °1 galvanized strapping ACCESS R 2"PG RAT 8"DIA.STEEL ZIP COLUMN ON to a 16x8 poured Q 16"Or,over BOX n n s= SLAB A 2 FT.X 2FT X 1 FT.PG FTG concrete footing, with min.12"bearing ---_----__ damproofing 8 6 mil on each stud - -- -- - .- -- --a -- ---- -- ---\ - ------------� vapor barrier 2" ♦ \ BUILDING SECTION AAPiburedconcreterat �—� =--------- ———————� < { I ( I 2X10 MGA LEDGER HDU 4 Gomer I I v HDU 4 Corner x -- --v -- I holddowns wl A holddowns w/ ° I I GRAINL 518 dia bolt A I I i O 1 b,g„ _ 519 dia bolt I I o 5PACE I I Install 1 1/4"20 gauge < I I 1 galvanized strapping S I I I � 2"PG RAT SLAB ---1 i I I o ry 16"OG overX I ;I RIDGE with min. 12" 12 o I L-- a---- y { F bearing on each ~ _ r 5EE STRAPPING RAFTER 6 \ DETAIL for strapping \ GI TYPICAL ROOF -- - ----- 22-1' ------ ♦ (3)2X12 RDER TYPICAL requirements � . � -- --- _ - ��iw. ," Arch.roof shingles OVERHANG R1q BATT over 15#roofing felt styrofoam R35 BATT over 518"COX / 10'-b" H 2A ROOF RAFTER baffles #^.` "• TIES 16"OG by ,>" :- '" 3/12 plywood nailed to Simpson " Roof Rafters 1x 8 Azek NEW rafters roof rafte fascia with alongside N Et><>>rafters H2A RR tie alum gutters to and extended up as :. shown ♦ �� , z N TYPICAL V tALL 2X8 C1,115Y} \ - 16"OG 2Xb WALL 5TUD5 16"Or, w CEDAR SHINGLE 510ING OVER R21 BATT TYPICAL a TYVEK,1/2"EXT. 4 CONNECTIONC14BD.SHEATHING °' LIVING m (2)2X6 MGA PLATE, ROOM PORCH SILL SEAL,5/8"DIA 4"PG SLAB W/6Xb X 10/10 P14NM OFFICE ANCHOR BOLT 30" PITCHED TO DRAIN PIER FT TERMITE SHIELD / REQUIRE R30 O G.,GOP KRA REMOVE A5 F F� I: n II J EW.2x8 j, N GWB req'd on FJ's floor Joists Exist.2x8 Add(1)1.15 8302.13.2 �` / b "' DROP TOP OF FON WALL FOR I { HOU 4 Gomer FOUNDATION PLAN FJ's X 1.5 LVL TO m' i v o - . { L- 12FT- GARAGE DOOR I ddowns u>/ EACH 51DE OF Exist.2x8 ----- \ -- { -'-- ----------- 15155/8 dia bolt SCALE: 114"= 1'-0" FTS ♦ t-------------------I TYPICAL FON /2-0" - \ - WALL------ 8"poured concreteInstall 1 1/4"20 gauge / 3'-2" foundation well keyed galvanized strapping to a 16x8 poured ®16"Or,over BOX concrete footing, with min.12"bearing 10/11/18 REVISION: damproofing&6 mil on each stud vapor barrier 2" 15T 8 2ND FLOORS FOUNDATION PLAN,SECTIONS J B U i L D I N G SECTION B B poured concrete rat "" - 2x6 EXT.WALLS Y. slab q'-0"HEIGHT ( %� PATINELLA RESIDENCE "F j MAY 2 $ 209 PETER T. PODLAS ARCHITECT \� ' �'"' -• .-�.._ _ ) 80X 105E,REM5ENBURti,NY 11%Q 631-745-099 DATE 06122118/ 10111/18 440 SOUTH LANE, A3SCALE:ASYNOTED EAST MARION,NY Page 3 of 6 / 42'-10" / i T'-2" ! 25,•8„ (3)GX135(EGRESS)W/b 9116"X 3/4" (3)CX135(EGRESS)W/6 9116"X 3/4" TW1846-01-11"31046-11^11546 LVL JOINING MATERIAL LVL JOINING MATERIAL MULLED UNIT W/V NOTCH i a= - GUSSET PLATES 3.5 X 9.25 2.OE PARALLAM ff _ \ o a I 3.5 X 9.25 2.OE PARALLAM o � �z o>L =o o> 16'0" 4'-11" 10'-4" ry *o o J1 x o z N p?Q , - p0. Y .oa O �. 2468 :a GL Q FAMILY I �„ w :n `t ~ °w w o Q o - PLATE HOT-9'0. ATTIC BDRM ,U LU1 ; ROOM $J 0 7 Q a in HATCH to ZZ» lu z z SDRM AS REQ'D #3 m \ Ff0 fZ a 0 #2 5D CL a 2xb stud., O c o i wall (3)®1.15 x24"LVL's i-`• AA (�beams OR -_IL ($$ z Q o 2468 �- GG% �"� ry 6ft vanity w/ � G Channel steel 5.25 x 11.83 2.0E Parallam HDR I , beam G15 x33.9 I \ linen storage n 3.5 x 9.25 2.0E Parallam HDR ALL SMOKE FWG6068 FWG6068 (3)1.75 x 24"LVLS-SEE DETAIL -.- FWG6063 �`+ S \ \ o DETECTORS T E PGKT GO D HARDWIRED AND INTERCONNECTED 2nd floor I p outside wall `' y v M U in ► RAILING 2668 - - - - BATH 4 �\ -- ----'- 31'•11" / 10'4'- \ m Q v n J KITCHEN 2xb stud shower w/ l aft x 5ft tub 3.11" GL a X T w wall seat 2'4„ 468 v = OZ m '0ry V xO V x� \ c 1 I — D I N I N 6 a, A21 A21 A21 A21 A21 A21 A21 I S EXISTING RIDGE PLATE HEIGHT 9'-0" P NOTE: ALL EXTERIOR DD (2)2X12 HDR BOTTOM OF m @-v BEARING WALL ABOVE v V HEADER SET OFF OF FLOOR ,n 2x lIstud E��- 0 1NALL5 ARE 2X6 zo v.= FOR STAIRWELL HEAD HEIGHT-SEE DETAIL 5TUD5 16" OG DD r ;s- 20681/2068IIQ -1 4 V d N 2668 X3 FJ w ' LIVING w BATH 2 9'-4' 4'-11" �all \�� 2 O �v (3)2X8 W/(2)1"XT'STEEL 1 45"ref PANTRY I' FLITCH PLATE FLUSH IN5UL. FULL HEIGHT WALL TO 1 - ' BREAK RR'S SPAN \ ----' — x X 4'-T' 5EGOND FLOOR PLAN SGALE: 114" - 1'-0" \\� (2)2X10 HDR ' \ W (2)2X8 FJ 16"Or, r = / GL I 2nd floor F 2668 2'-5" 0'-4" li 2063 2063 2x6 stud z -2068 (2)2X12 outside wall / / j / wall O -, \ II,L , I 5 25 X 16.020E PARALLAM HDR GL OFFICE p JzQ ' a - 2nd floor \ 2068 - p I ATTACH/BOLT TO EXTERIOR 11'-0" w u u� m ry m outside wall a o u ! SIDE OF WALL / <� ' z `n 1n '- U — \` I I' 'II 2x6 stud o x BDRM �= a, q" ENTRY �.� ,n # 2068 -, a a `/ / (cath) 3068 wall o ce ni LL z (DD' INSULT I (2)2X10 HOR 2x8 RR 16"OG-_ (2)2X8 FLUSH o 2X8 GJ 16"OG _ �__ __ ♦ \ \ _ - r 5p -A L v: v - ---- J TW24410 TW24410 ° —�- 5D `yTgl� O O ° W/4 9/16"X 3/4"LVL SHEATHING 3068 ` `" LL ' D! J JOINING MATERIAL NOTE:THI5 DETAIL 3068 PGKT _- O a' KNEE WALL UP TO 15 APPLICA$LE SIDING - y_a j vBREAK RR'S SPAN j WHERE FJ5 ARE T: Ag ° 2X6 Stud FLASHING FOR Io BATH 2468 2866 vvb - PORCH PARALLEL TO DJ5 2x6 �+ .--.FLASHING ` ;wall o -- yy}}q #I - ---- -- III 5T.RGK i J _ "''DECKING 2 APPROVE " -'\ 4., li 7MIN .I I,li _ HANGERS D J015T 3 5 X 9.25 2 OE PARALLAM HDR 1 '-2' ! ° ,'Ap' 2XLEDGERYilTHFASTENER$ 1_31 $ SGFD I \\ cw > - _ IN ACCORDANCE WITH TABLE L' 3068 �� I O r \ \ - R5012 HOLDDOWN DEVICE MIN.150 LB 2x8 RR 16"Or, ;'_7 LC — 2x10 FLOOR JOIST CAPACITY AT 4 LOCATIONS,EVENLY 518"flrecoded GWB Hip Roof DISTRIBUTED ALONG DECK AND walls 8 ceiling as , 3'b" 10"X 10"PORCH HE THIN 24"OF EACH END OF re TNE ILEDGER.HOL DOWN DEVICES m required 2x6 LEDGER.$HALL FULLY ENGAGE DECK J0I5T 2x6 stud WRAPS AROUND 4"X6" wall PER HOLDDOWN MANUFACTURER MGA POSTS A FULLY THREADED 3/8"DIA.LAG 5GREW PREDRILLED WlMIN.3" tr1 PENETRA 4 TION TO CENTER OF TDP PLATE,5TU05.OR HEADER l 'I S 4 DA , FIOURE R501.2.3(2) o GARAGE 0 r �* DECK ATTACHMENT FOR N ry h n LATERAL LOADS 2X6 RR 16"Or, 2X5 GJ 16"OG U ' O _O q s i 7 Q j 3.5 x 9.5 2 OE Parallam HDR 10/11/18 REV15ION: 0 12 FT x I FT OVERHEAD DOOR - 15T&2ND FLOORS FIRST AND SECOND FLOOR PLANS .�CI'1A S 11,�„ / 5,_10" / 9'-0" HTEHXETIGWALLS +� 4,_0„ i� 41 r rr / 3'-2" / 16'0" / 2't 1" , 21'•5" / ( PATINELLA RESIDENCE t1 / 43'-b„ MAY z 8 2019 PETER T. PODLAS srr of ARCHITECT O BOX 1056,REMSENBU",NY 11%0 691-525-00,29 FI R5T FLOOR PLAN 5GALE: 114" = 1 1-O" DATE 06/22/18/ 10/11/18 440 SOUTH LANE, A4 SCALE:A5 NOTED EAST MARION,NY Page 4 of 6 Install 1 1/4"20 gauge galvanized strapping 5EE STRAPPING TYPICAL ROOF SEE STRAPPING TYPICAL ROOF Q 16"OG over DETAIL for strapping �, strapping RIDGE with min.12" _ N DETAIL for stra In requirements requirements bearing on each RAFTER H2A RR He TYPICAL R38 BATT TYPICAL R35 BATT s" 12 TYPICAL ROOF OVERHANG OVERHANG6 -Arch.roof 1x 8 Azek -1- 1x 8 Azek �:� es over 15#woofing felt fascia with A �f fascia with f rt, - ^M'. over 5/8"COX alum gutters to ;;a s rofoam_ alum gutters to - ' _— , �R w plywood Walled to d quell ty baf�es dn}vell styrofoam baffles R13 BATT �` �" Roof Rafters • -. R19 BATT H 2A ROOF RAFTER R1q BATT a ` H 2A ROOF RAFTER + r. s TIES 16"Or,by k';. N TIES 16"Or,by I - __-._. __. Vented Bead board Boff t Sim son G'f Simpson ° BEDROOM #2 r 9 0 R15 BATT (2)2x12 hdr "? _ \ .• �A• 4 {`�, ;n BEDRM TYPICAL WALL I �� ... ,'»...._,_- ` p �„ 2x8 RR's 16"OG 4� #2 SHED/ r. ,, � 3/ 12 "' R21 BATT a'-�° 2x8 PORCH roof ' __ cJ CEDAR SHINGLE � 16"OG f SIDING OVER ? O 4 FP r?1 a TYVEK,1/2"EXT. asrA d !i REFRAME EXIST. � ". w. .� BD SHEATHING t , HOUSE K 2X6 4b L ° YVALLS �� (3)1.15 x 24"LVL'S leg, �' _ r 2X6 -L y� ! bolted Into wall studs 4 dy, �' Add(1)1 15 WALL TYPICAL d 12A and box beam ORx 1 25 LVL a STUDS CONNECTION LP �\� "' e \ Lo „�„ 2x6 WALL KITCHEN G channel steel beam to each side (2)1.15 x 1.25 LVL'5 to f 16"OG G15 x33.9 of E}, t? (2)2X6 MGA PLATE,tl 5unroom (� W 2X9 FJ'S 16"OG t- SILL SEAL,518"DIA. FAMILY h 2xa FJ'S - see Add(1)t 15 4 16"OG X 1.5 LVL TO ' � ' Hall �; ANCHOR BOLT 30" 9;.. "••;:. 1 remove wall as shown ° detail GG KITCHEN EACH SIDE Stairwell `— 0.6 COPPER KRAFT TERMITE SHIELD } of Exist 2x8 t 7— Lndny IF- FJ's Install 1 1/4"20 gauge r €_ galvanized strapping R 7 0 3 0 hSf1F + B i -- --- -- ,- ---- - -=--- h OG over BOX with + --- . with min.12"bearing \ s on each stud s h m L—, NEW.2x8 `�'"- ri - - - - -- ---i-- ---- — --a �b9 �� Exist.2x8 GNB req'd on Exist.2x8 FJ's FJ's floor R302.19o2 ists FSS —i o F �LL, 9252.0E Paraltam L TYPICAL FON. ,•,,�t• "`��� ,�/�pt� Y' « - WALL 8"poured concrete foundation wall keyed -or%---p x u7 >f to a 16x8 poured BUILDING5 E GT I O N 6G concrete footing,clarnprooflng&6 mil vapor barrier 2" 11ab poured concrete rat BUILDING 5ECTION DD slab PLOT PLAN NT5 5tormwater Drainage Calculations lz ' (House & Garage) _ - n PO-FIL:rZS A7 TO Occ.� Install / 1/4"20 guage !!fib FVLL H(ol ALL gutters & leaders connected to L.P. s galvanized strapping Q 16" `may A �� ur, t --.--. 2502 5F x .161 x 1 .0 = 418 CU FT OG over RIDGE _ _- with min. 12"bearing on each ! i 1 (1) 10' dia x 4'-0 deep = 213 GU FT RAFTER - ------- - . i I I i Use (2) 10'-0 dia x 4'-0 deep leaching pools ! l---_____ -- — Install Simpson H2A _ — -- — - -- RAFTER to STUD tie, - T - 1 - - _ Simpson Post Gap to header - — ------- -- -- --- '—I i I ! H2A -- — - -- — CA I i I I t I I (2)1.75X11.55 LVL HDR Install 1 1/4"20 guage ( bxb MGA post inside — - SECOND — FLOOR permacast column galvanized strapping Q 16" OG over 2nd fl, box with min. 12"bearing on each `pt stud. - --- - ---- -—� Z __ o it ----- - - -- - � leader --- -----------------_. _.___ _ t ' to dryAuell — i _--Decking : _—._-G-� .---- ----- -- H2A - .:_ . ��---- -MGA Deck Joist �— , , ._-----------�-_----_ _ .__-- ---- ---------- !� FIRST FLOOR Simpson ABlN66Z .� Install 1 1/4"20 ua e 10/11/18 REVISION: FIRST AND SECOND FLOOR PLAN 6x6 post base g g Install 518"dia. anchor bolt w/ galvanized strapping Q 16"OG , 1. under double sill plate 2"x2"x3/16"slotted washer 15T&2ND FLOORS STRUCTURAL ONLY SZEOLD ARCj'�le with min. T'embedment. 2X6 EXT.MALLS F dia. concrete filled with min. 12"bearing on each "'AS Roof i 9'-0"HEIGHT a `r' '£----- sono tube - rebar to stud' I _.._._,._ --__..__-.. r'- --- - PATINELLA RESIDENCE F 16"x16,,XF poured W. cont. footing Strapping - RIDGE to MAY 2 PETER T. PODLAS f" 8 2019 ARCHITECT qre FOUNDATION - BOX 1058,REMBENBUR6,NY 11960 631.325-0929 PORCH POST TO PIER DETAIL DATE 06/22/181!1OI1111b - - 440 SOUTH LANE, A SCALE:A5 NOTED EAST MARION,NY __.___..._-. _..p. _•. Page 5 of 6 ARCHITECTURAL ROOF 5HINGLES 1 \ 12 21 "� il� i� I . 111 �it {I.. pII L-°Q11II -- -- I —AN21 '; ! 12 I� AN21��I / 12 12 1_ -25 --- - 1. =---------- ----------- - - - - -- -- --- ---- - �9 RI -= SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-06- 12 kp SCALE 1 "=20' DECEMBER 5, 2012 `O'Q'011� AUGUST 11, 2013 SET PROPERTY LINE NAILS IN BULKHEAD NOVEMBER 17, 2017 ADD PROPOSED ADDITIONS ` SEPTEMBER 17, 2017 FOUNDATION LOCATION OCTOBER 25, 2018 SHOW WALK, PATIO & DRIVEWAY TO BE REPLACED J NOVEMBER 12, 2018 REVISE COVERAGE NOTES AREA = 14,323 sq. ft. (TO TIE LINE) 0.329 4C. ti EXISTING TOTAL COVERAGE EXISTING BUILDING COVERAGE OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 1,799 sq. ft. 17.2% HOUSE 1,799 sq. ft. 17.2% R/J CONC. PORCH 177 sq, ft. 1.7% R/0 CONIC. PORCH 177 sq. ft. 1,7% -7 BRICK PATIO 596 sq. ft. 5.7% TOTAL EXISTING 1,976 sq. ft. 18,9% BRICK WALK 104 sq. ft. 1.0% BRICK STOOP 52 sq. ft. 0.5% SLATE WALK 130 sq. ft. 1.2% A A' Qo� O CONC. APRON 25 sq. ft. 0.2% l b ASPHALT DRIVEWAY 922 sq. ft. 8.8% P TOTAL EXISTING 3,805 sq. ft. 36.3% °�P{ %K ON PROPOSED TOTAL COVERAGE PROPOSED BUILDING COVERAGE OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION o o`' HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 2,053 sq. ft. 19.6% HOUSE 2,053 sq. ft. 19,6% �O �, PORCH 230 s . ft. ° q 2.2/ PORCH 230 sq. ft. 2.2% STONE PATIO 596 sq. ft. 5.7% TOTAL PROPOSED 2,283 sq. ft. 21,8% STONE WALK 104 sq. ft. 1,0% TOTAL PROPOSED 2,983 sq. ft. 28,5% s r �0 �01 R° o ire GT ��p�QOp� ro �l�v� ?z P1� de 6 45 ,00G � p 9W441 P W41 P, ,Lt b a� C) r G 0 1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �V, BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE TITLE ASSOCIATIONY THE NEW YORK STATE LAND 41 0 �G •a, �I Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY ASEC-POION209 SOF THEVN WTIY RKOSTATE Nathan Taft Corwin III EDUCATCOPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947