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a` f - 1 MCAn0, ase.ph 1.€, ne 7E Sas w-elts kct- 3.a 4(938s rtc Q s Fotkrii‘bctc.ie(�f` a-CCf',.5S d �� V SW f"'m I aD cLikA t ( eso0 ytvele 1111 41-e_ state .101-vA , evoloofe4 eLczessoNo / �'r1 J J�'/�/�(p 3 �.y G�C�!-�Y� • c `. pm( ift7-410 ,, ii.. BOARD MEMBERS ��i�'�®F s®U,, Southold Town Hall Leslie Kanes Weisman,Chairperson �o��®� ®� ' 53095 Main Road•P.O.Box 1179 Southold,NY 11971.-0959 • Eric Dantes Office Location: • Gerard P.Goehringer ;` c Town Annex/First Floor,Capital One Bank George Horning . �® �`a44 ®�s� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �#tOljN � ���� Southold,NY 11971 .., RE�,WED ; 66 http://southoldtown.northfork.net / ZONING BOARD OF APPEALS APR 2 6 2016 TOWN OF SOUTHOLD nn Tel.(631) 765-1809•Fax (631) 765-9064 uthold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 21,2016 ZBA FILE# 6938 NAME OF APPLICANT: Joseph and Catherine Manno PROPERTY LOCATION: 325 Wells Road(adj.to Richmond Creek)Peconic,NY. SCTM 1000-75-6-3.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 19, 2016 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 Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 8, 2016 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 property is a conforming 2.439 acre parcel located in an R-80 zone. The parcel runs 310.28 feet along Richmond Creek. The parcel runs 291.66 feet along Wells Road. The parcel runs 330.27 feet on the South side and 299.53 feet on the North side. The parcel is not improved. Part of the property is labeled as tidal wetlands. The AE flood line also runs through the property. All is shown on a survey by Nathan Taft Corwin L.L.S. dated November 4, 2015. BASIS OF APPLICATION: Request for Variance(s) from Sections 280- 15B&F and the Building Inspector's February 12, 2016 Notice of Disapproval based on an application for building permit for accessory garage and accessory in ground swimming pool, at; 1) proposed accessories in location other than code required rear yard or front yard on waterfront property, 2) accessory garage at more than code allowable 22 feet. RELIEF REQUESTED: The applicant requests variances to construct a new dwelling with accessory garage and in-ground pool where construction will result in the garage and pool being in side yard locations. The applicant proposes to build the garage at 23' 'A"high where the code permits a maximum height of 22 ft. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant agreed to build the garage at a code conforming height. On April 18, 2016, the Page 2 of 3—April 21,2016 ZBA#6938—Manno SCTM#1000-75-6-3.2 applicant submitted a revised garage plan showing the proposed height of 22 feet, thereby conforming to the code and eliminating one variance request. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 7,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes'the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances for the garage will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of open farmland and single family homes. The lot is a large vacant lot. The applicant can convert the area labeled breezeway into conditioned space thereby attaching the garage to the house and conforming to code. The variance granted for the pool will not produce an undesirable change to the character of the neighborhood. The parcel is a wide parcel. The parcel is covered by wetlands and the AE flood line runs through it. The layout of the structures significantly sets them back from the wetlands and the AE flood zone. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. Although the code conforming rear yard is restricted by wetlands and a 75 foot non-disturbance buffer zone,the applicant could conceivable locate an accessory garage and pool in a code conforming front yard on the subject waterfront property, or attach the garage to the house. However,the front yard will contain a driveway and septic system; a pool in a front yard is not characteristic of the neighborhood; and the parcel is very wide and the proposed garage and pool have side yard setbacks far exceeding the code requirement. 3. Town Law §267-b(3)(b)(3). The variances granted herein for the pool is mathematically substantial, representing 100% relief from the code. However, the pool has a proposed side yard setback of+/- 130 feet. The variance for the accessory garage is mathematically substantial representing 100%relief from the code. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and proposes to locate a new septic system, garage and pool far from the wetlands and non-disturbance buffer zone on the subject property. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief for the pool is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool in a side yard location while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of requested relief for the accessory garage IS NOT the minimum action necessary for the applicant to enjoy the benefit of a garage. The applicant can move the accessory garage to a code conforming location or the applicant can attach the garage to the house. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT the variance as applied for the swimming pool, and shown on the architectural plans by Irving M. Kusnitz P.E. dated 11/24/2015 and labeled A-1 -10 and the survey prepared by Nathan Taft Corwin L.L.S. dated November 4, 2015. Page 3 of 3—April 21,2016 ZBA#6938—Manno SCTM#1000-75-6-3.2 And to DENY the variance as applied for the garage location. CONDITIONS: 1. Evergreen and landscape screening in the area around the pool shall be installed to provide privacy from the road. 2. Pool mechanicals shall be placed in a sound deadening enclosure. 3. Drywell for pool de-watering shall be installed per survey cited above. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)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 minimis in nature for an alteration that does not increase the degree of nonconformity. 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), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). oa) ,. ,„, hijni.A.{)---____ Leslie Kanes Weisma , Chairperson Approved for filing /,22.12016 ilMIWIIIIIIIIMIIIIIMOINNIWINIWIM w, s•a. PROPOSED BUILDING COVERAGE 69✓ (J PLOT PLAN OF OVER UPLAND AREA (80,010 sq. ft.) RECEIVE0 LOT 2 WELL DESCRIPTION AREA X LOT COVERAGE ' HOUSE 2,121 sq. ft. 2.7Y. FEB 16 2�y MAP OF PROPERTY OF JOHN SCOTT PORCH 753 sq. ff. 0.9% N FILE No. 11699 FILED APRIL 27, 2009 CD CONING BOARD OF APPEALS SITUATE BREEZEWAY 275 sq. ft. 0.3% 9� N o NIC GARAGE 638 sq. ft. 0.8% g�glPa9 + COco N0'4 TOWNOFOSOUTHOLD POOL 300 sq. ft. 0.4Y. " a���o� 1 b. SUFFOLK COUNTY, NEW YORK Pl TOTAL PROPOSED 4,087 sq. ft. 5.1% `SII' N S.C. TAX No. 1000-75-06-3.2 I O SCALE 1"=50' •, F, til a• • NOVEMBER 4, 2015 I oil, 1 .0\ 11a I o TOTAL AREA = 106,245 sq. ft. fs�': I = . I a, 2.439 ac. • \ I WETLAND AREA = 26,235 sq. ft. \\4 b ,\ I. \ I � UPLAND AREA = 80,010 sq. ft. .4,• \ \ fq,S 1 1. ELEVATIONS ARE REFERENCED TO N.C.V.D. 1988 DATUM \ ;k 1,11.1 \ \ �5` O i _I EXISTING ELEVATIONS ARE SHOWN THUS:J.4 \ \ \\ \\ .� EXISTING CONTOUR LINES ARE SHOWN THUS: ------5 YJ� cOy� \ + I\ I 1 \ \ CO.v; Y{\ PROPOSED CONTOUR LINES ARE SHOWN THUS: G ��:�+ \ / \ \ 1 I I 1\ XIII, \ \ C" - 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1. O�,\�el / \ + I f \ \\ \ \�^ 1 TANK: 8' dia, x 5' EFFECTIVE DEPTH (1,500 GALLONS) C �O• y0 \� a / 1 \ �`\, 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1tE- \C' / \ t/ la 1 \ �" 3 POOLS: 4' DEEP, 8' dia. ��• (n GO `J��QVO / \\ I I� 11 I I \1111 \ CA \ PROPOSED 50X FUTURE EXPANSION POOL � �S��(�,O / \ 'T I' i I` X11 i, I \\ l"?.., O• � ® PROPOSED B' DIA. X 4' DEEP LEACHING POOL O� i', ETN As ( I1,�(Q) ' 1 I 'per L.,^\ \ 0� � o o PROPOSED 1,500 GALLON SEPTIC TANK ' �Z�p f • 1 '� Q,Fp..� \ YI 1 I 12� I \ U., 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1 9yF 9 1 • V .+• 0C4 I I 1 I I CIA \ 1t��' \ �. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �� �� / Q\PQty I I I I I Y' \ \ 5. FLOOD ZONE INFORMATION TAKEN FROM: T S' Q \ •': Q I I ) I p'. \ \ <T • FLOOD INSURANCE RATE MAP No. 36103C0162 H A��O� 1 i • C !� ' (. O�\, ' ��Q I i I iE�_ ,i1i \ \ '�� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED �" N ZONE X•: AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD {��/��G y. / I •Q- O Q / �A,Q I i \\ \ N \ IWSQUARE MILE;H AVERAGE EMID REASPTH OF SPROTECTED S THAN 1 FOOT LEVEES TFROM IR H ANNUAL CHANCE AREAS LESS FLOOD. y A cs,o l • • /� .Q I d'�' \P.. I + I \ \ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE D.2%ANNUAL CHANCE FLOODPLAIN. /%, ��5 JC Ss• 41) ,.0 4�- �,' • O gjle) (� I 1�1, 1 \I \ LA QRA/NACA' SYSTEM CALCULATIONS' u` tti. `(� `1I ,......1 G0" ,Q.•V, /' I ,S / / I �" . DRIVEWAY AREA:4,050 sq. ft. v-1,1,_%, •.J7 1111 Q•.4 / t L' / I I �c.,14,050 sq. ft.X 0.17 = 689 Cu. f1. / 'l I 2 AJ fN t , $ 689 Cu.ff./42.2 = 16 vertical ft.of 8' dia. leaching pool required is,/, lT / / I t 1 \\' ?) PROVIDE(4) B' Ala. X 4' high STORM DRAIN POOLS • /� I 1 f/ I l a�l, / \/ ____ : , ., _ç, GARAGE a BREEZEWAY ROOF AREA: 875 sq. ff. <" II _� ... a11, I II • 149 cu.ff./ 42.2 = 4 vertical ft. of 8'dia.leaching pool required ,IIlr PROVIDE(I) 8' dia. X 4' high STORM DRAIN POOL HOUSE ROOF AREA: 2,875 sq. ft. I ,F.. t • , ff�(t / \ ,� 2,875E(fl, 0.17 = 489 Cu.it. • I \ ��, 1 'gU / \ 489 cu. ft./42.2 = 12 vertical ft.of 8'dia. leaching pool required \ _1 + -/../ \ 1 ��� PROVIDE(3)8'dta. X 4' high STORM DRAIN POOLS ',.' \ (\ • I I Joao_ / t • 1i / alt, \ S `)'g•\ y\ \ I \ / S5 �\ \ \\ \ \\ \ Iiiip.„. \ \ all, \ \lJ•' }J \ I =� F ,O / I\ A \ \N 1 1� \ I 50'MIN. \\ I \ ,p KQ�\`ST 4 \ 'p \ \ \ / I� OR TO BE SUFFICIENT TO / I \ • '�► .T O N 01'Q Q.O \ \ I \ KEEP SEDIMENT ON SITE \ \ I N ++\ I O 1 • 1^I , \ \C�O S \\ \ \ 1,Ili (Q O. Li 1 HAY BALES AND/OR ! -._.J SILT FENCING I % �- I * \ 1 \\ +\\\ S'1.,,\ \\\ 11 + 1, \\_ � \ \ 1 e0 \\� <1).• .5 - e ' \\ I O !(c� I \ \ F Ca I k\Acy \ c f)' I \ 1 s9 9Q� \ \i \ �+ 1LI I O g ( \ PNc'e:\ '@�If I N. FAL \\ \ `u I c.z• 4\,........\\ \1 +2�0 Gs + \I�Qc�+ `\ \A �.�� '\s \ s all, o \ \\ 4 1\ • syyO .�\ vo`sco\ "7 \ • \ N\ \\ \ G \ • 1 0 OY�.'• �\\ 1PQ � � lo \ ` • \ �� \\\ ` .* I SILT BALESFENCIAND/OR �, 1p S�� \\\\ • I O ok4or OFo \ /III \ ��• +\ \ \ PLAN VIEW A \S F'L!, �P� \\ \\\ \ 0 IW-/ 0 .,\ �` - ROAD ~ EXISTING GRADE (� \\F \ \\ \\%y \\\ 7. moo. I f- HAY BALES AND/OR �� \\\\\4 \I• , \\\ \, %!O• �' I SILT FENCING O 94 • •o ' N O COMPACTEDCONSTRUCTION 3/4"5 ONE BLEND Li OF `� \I I ' ) • \\F Z. N OR N.V.S. D.O.T.APPROVED R.C.I. Y6\ .e'!� - 'l„�'• `a '/� \ N L��`pC,p�S GRADE TOILL TO BALLOW FOR DRAINAGE 'MIN.ABOVE G \ \CC\\YY// \mss CROSS SECTION \ -<' \\ TEMPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) N. P \ C. N. .., sAl C,O\,SF� f SDS ��+` \ X61• G�b� \ S ' TYPICAL STORMWATER UNIT \ (TOPS TO BE TRAFFIC BEARING) o` y e (NOT TO SCALE) \ u' TRENCH DRAIN CAST IRON INLET FRAME k COVER (FLOCKHART Q63518 TWE 6840) FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER ���cTs 8"TRAFFIC BEARING SLAB t (maz.) I I -PIPE FROM ROOF GUTTERS 00 B'-O' n5 N/0/F , e • c ALFRED N. DiNUNZIO Jr. CRUSHED 3/a'- 1-1/2'STONE z BARBARA H. DiNUNZIO ALL AROUND c. LEACHING RINGS REINFORCED PRECAST CONC. t. 4000 PSI C 28 DAYS C (min.) 4'y Imin.) --1 o'' STORMWATER MANAGEMENT NOTES: GROUND WATER • 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION • MATERIALS/OSHALL BE CONFINED TO THE LIMIT OF CLEARING STEELTORTY WOOD 1 Mr1/// AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. L�WITH UTSTRENGTH FILTER FABRIC Posr (rrP.)2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, REO'D. WITHOUT WIRE MESH SUPPORT ;�,%;ISTE HIGHOR POLE(MOST (i STEEL OR WOOD POST SUO A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 10' MAX. O.C. SPACING �pd.'ipOai%'l ;:% ir U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/WIRE SUPPORT FENCE it.................' "�%"1:r":"�' % �- D /� 1 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 6' MAX. O.C. SPACING ��......„I . iiii'A: o1j11a"n FLOW �v) �/ (v THE SCREEN SHALL BE MAINTAINED, REPAIRED REPLACED AS UNTIL ALL W/O WIRE SUPPORT FENCE ' f""Ifj/"'„"'"';""'......''"j1'11..1040.1:'' nm l FII•!:•_.•• _ OFTEN AS NECESSARY TO ENSURE PROPER ,uT On ,n n n ,n n . ' DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 1111,�I,,,,,i��,,,O,,,A° 11111•01111011111111111..1,.• ,Tr 1„11 „1 III 111jj,1lllll1 jppA�,pAjpllpj �� •,,"'.of SOUI,y- , `3 I/,� si. OFFICE LOCATION: ��•• ®$ ®l MAILING ADDRESS: /\ Town • Hall Annex �� ' : • P.O.Box 1179 L / `S 54375 State Route 25 % Southold,NY 11971 "0 (cor.Main Rd. &Youngs Ave.) % us N \ Southold, NY 11971 ® �Q��A Telephone: 631 765-1938 X6. ®UiVTy, oi „V' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD 6 9 R RECEIVED MAR Ce 2016 MEMORANDUM ZONING BOARD OF APPEALS To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner LWRP Coordinator Date March 8, 2016 . Re: Coastal Consistency Review for ZBA File Ref JOSEPH and CATHERINE MANNO #6938 SCTM# 1000-75-6-3.2 JOSEPH and CATHERINE MANNO#69380 - Request for Variances from Article III Section 280-15F and the Building Inspector's February 12, 2016 Notice of Disapproval based on an application for building permit for accessory garage and accessory in-ground swimming pool, at; 1) proposed accessories in location other than the code required rear yard or front-yard on waterfront property, 2) accessory garage at more than the maximum code allowable height of 22 feet, located at: 325 Wells Road (adj. to Richmond Creek) Peconic, NY. SCTM# 1000-75-6-3.2 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 CONSISTENT with the LWRP provided that the Board clarifies the following: 1. It is recommended that the Board verify if the pool dewatering drywell is designed with sufficient volume. 2. The clearing limits are shown going through the northwest planted cluster. These areas are to be planted pursuant to Clause 12 of the covenant and restriction. The area cannot be included within the clearing limits. 3. Note that groundwater was encountered at 5.4' (2006) below the surface and site grading is proposed to meet separation distances for the sanitary system and drywells (storm water units). It is unclear if the bottom of the pool will be "sitting" in groundwater. 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: Stephen Kiely, Assistant Town Attorney `c' t.�� � ' � COUNTY OF SUFFOLK z 'TV t RECEIVED / 1\[)\. 1s (,- vat,' FEB 2 5 2016 Steven Bellone ZONING BOARD OF APPEALS '- SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment February 19, 2016 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Higgins, Daniel F. #6933 Breezy Shores Community Inc. (Schmidt Cott.#8) #6934 McGrath, Ron #6935 North Fork Methodist Church #6936 Manno, Joseph& Catherine #6938 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Senior Planner TRK/cd H.LEE DENNISON BLDG ® 100 VETERANS MEMORIAL HVVY,11th FI ■ P.O.BOX 6100 ® HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 -�,. -9 362 FORM NO. 3 � RECEIVED TOWN OF SOUTHOLD FEB 16 ZO 6 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: February 12, 2016 TO: Joseph& Catherine Manno PO Box 905 Southold, NY 11971 Please take notice that your application dated February 4, 2016: For permit to construct a single-family dwelling, accessory swimming pool and accessory garage Location of property: 325 Wells Road, Peconic,NY County Tax Map No. 1000—Section 75 Block 6 Lot 3.2 Is returned herewith and disapproved on the following grounds: The proposed accessory structures on this conforming 106,245 square foot lot (80,010 sq.ft. upland area) in the Residential R-80 District are not permitted pursuant to Article III, Section 280-15, which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R- 400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard," or"in case on a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements..." The proposed accessory swimming pool and accessory garage are located in the side yard.• In addition, accessory buildings with a sloping roof on lots over 80,000 sq. ft. shall not exceed 22 feet in height. The building plans show the proposed accessory garage height at 23'1/4". Authori Mrcture Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. RECEIVED FEB 1 6 2016 03 Fee:$ Filed By Assignment No. ZONING BOARD OF APPEALS APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.32,S Street IN Q(Is ((4. Hamlet SCTM 1000 Section 75- Block t)(p Lot(s) 3, L Lot Size (9.`1R- Zone flv I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED O SURVEY/SITE PL DATED • Owner(s):-0 �� C I I4 � Q p/ 1 ILA()�0 Mailing Address: p 0. 6h ) �(�}� ( 4/1O ((.9I (q31- Telepnone: 1[05-5(o%Fax: Email: 0 0 SO O 6�-�Q aokioc, = Loi -(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: c �P — sPp °o ( ( ) Name of Representative: I � � for weer Other: Address: - &)\k QI Telepone: (05--c(CQi (c, Fax: Email: C soo)-t Q e Pleas eck to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), ( )Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED - 12.— Ca and DENIED AN APPLICATION DATED 0 ( uilding Permit ( ) 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: !'O Subsection: ( C Type of App 1. An Appeal is made for: ( 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 Othe A prior appeal ( ) has, (a�'h s not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner ZBA File# ---.. RECEIVED I: - ' _ FEB I'6 2016 693,s Name of Owner: a,,,,Q,, , 4, „, k- IL.- ary) ZBA Fi1e# ZONING BOARD OF APPEALS REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's I signature notarized): k1,)(2 ORM uSQ our Si a utp-te-lS r gtc d—P6o 10-QccLW Q 3Q (\JMP in S CH rh IAA Ids I eel Cilue.ltiae Due it (..)e-1- la hats . 1.An undesirable change will not be produced in the CHARAC IF,R of the neighbor or a detriment to nearby properties if granted,because:wQ._ hao e a l eta_ cuucL,rl+- 04... use czto I-e S IP-e 9vi ci0 �cAch 5�,1_Q pE p t s..eci aku singe ®weiluts. wQ tc nc oat- a.x y us-e ch I e e o- c moo-. 6 (pwQ. LE)La-1 a0...d s 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: j Q nig, a. Ucia 1 cuts_p b _ 5 c t,S of totlk �2Q ()cr.,r-Irk %n the si rn, eD 4.Ad 1itJ,cut�. (2oc3I-, c.4(1( itsp 1 t`Cct.-l-s P r vt 1 aP T�" � 0 1oc�c� ��r�. �� ®o�s-� ho�.�e G�62.i �c a� 0 A �°«P�by 5 �ca.� P a -F + a o 3.The amount of relief requested is not substantial because: US cru.k A-41 is (fa r,-P;;Lce LA)-e u.)(A I-•64- (rte_ c-6(e a_Are 0. 1-ce. c 0- r p---k-- (in A.-Lt. 1 I ro-L-_e_9 p6 t5 1 Gu\L((,J1,Q re _el C 6r) prb p.e.,A y. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: LoQ ace S k_-(I n3 `I v I n Cu.C bit(OA n) -ew e I oPe f an 6 c �k.s- 1 b c C •e1cc•e�, `.41-e_ /Ion d ((a- rL ar.eD— 41..e. (04. 5.Has the alleged difficulty been self created? { } Yes,or { No Why: Pf OPQir-\-k--( S CA- C(-eL A-C(-eL %, Aiko- bo-e. 1C O v"cc a , non 6r area Are there any Covenants or Restrictions concerning this land? { } No Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. ----C2'1Q-- ---- Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this 1 4ih day of �2brUaAA ,20 _J/11g Notary Publ+` IA TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Dl ' ...ZPPLICANT'S PROJECT DESCRIPTL: :� APPLICANT:CNNr10 (-'ton 00 DATE PREPARED: a-Lk 1.For Demolition of Existing Building Areas Please describe areas being removed: ndru (_ .inoryln -1-- I o+ ( (13-i) i w _III ii II I New onstruction Areas (New Dwelling or New Additions/Extensions): 1 ii Z'' I1NG WARD OF APPEALS Dimensions of first floor extension: , Jj \i( (p 1 1 Dimensions of new second floor: (.17 /..-1--.C) Dimensions of floor above second level: ---r Height(from finished ground to top of ridge): ! 1 `` Is basement or lowest floor area being constructed?If s,please provide height(above ground) asured from natural existing grade to first floor: (\D u R-( " la t_ c -)oi5 tt..t„p t III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: C/ ( Number of Floors and General Characteristics BEFORE Alterations:6InT1-cow 1 L k0,011,,,ii (2's £- s-i-Qd(,r 9.)l uf}F'�1nkc h(4) S►,l o ii A----D -OIotr,f Ami,r't�cSvLte s A 6,A of 'C- rAin -O-b/-cL P Ai r _ lii Ll___ \ CU r _h_. . 6 ,► if,u.) • ilk'i 4 • • ,L /L__, r Rol Number of Floors and ' hanges WITH . Iterations: -QL ko-o IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: nQi‘Q_ Proposed increase of building coverage: P:M90S(; 1-- Square footage of your lot: ' ®CO 4 a�S �'c,� -�- o Percentage of coverage of your lot by building area: v 3 /n V.Purpose of New Construction: i < <, _. a wit ; I J. , .. s OCC )1 D,c ex,4ti m .S. o,\-0 e h n CuACt,(p2 1 A ,115ecd . crNA.ie 1 ir.,)"-J So94-<< £1/4{s-erti 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): /' � 9 - y c\ClU CICc x IQ A(A (x) 14-1/\ 11 0 A--`li u C Cie c °LivQ(_S C_,k c lrk Inc) (4-PQL___ g c),c)coo 0,06 Cr 4- ra r\6 QAI..P G D(02:3 buk Id_ 07 o D Cmood h✓j o()�/(3fC�� lc 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 (0/eig1 QUESTIONNAIRE RECEIVED FOR FILING WITH YOUR ZBA APPLICATION FEB 16 2016 A. Is the subject premises sted on the real estate market for sale? Yes \ o ZONING BOARD OF APPEALS B. Are th e any proposals to change or alter land contours? No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? .QS 2.)Are those areas shown on the survey submitted with this application? c.4e5 3.)Is the property bulk headed between the wetlands area and the upland building area? 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?440.c Please confirm status of your inquiry or application with the Trustees: or\8 e 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? 1\0 E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? (\(D 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? no If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: 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? c() If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel OtCaf\ r lyr and the proposed use bU 1 IL n-a l l) (.05-)(3-qh �S'l(\ (��� l�( \ . (ex existing single family,proposed same with garage,pool or other) 11J Qcb9t6in a_ s i(nal ( b el I(AS h zsy-LQ- cxs(3 azei tzkS , ,g.5' kocAmr.(u)nn` c cs i�tn l�-�c�cl��9 p��rcn 3 2� S 94 S �}�� Cly( S r6►. PecA t(oX24) YCv e,l h'(-1 Ject3-e-1 Authorized signature and Date SO-IL 5��� RECEIVED AGRICULTURAL DATA STATEMENT FEB I 6 219@ (5,0 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEALS 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 G eral Municipal Law. 1. Name of Applicant: a.,, ),_e tr- , DS Pp h PC.n lth 2. Address of Applicant: 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: P. D, f C•L qD- soc_ 4-hn d ny l(R-1( 5. Description of Proposed 1 Project: ht t t\a_ Q sl n r i aut/1 --ea�t,1 Li \i (36)0.0(Dom. S. SD tCS�(t'.S�2µ As eayh,rboxtc poA-rye,4-,2,--__0 c ErrQ 1 iThrt e-) pabr c(a)d h.rtdg- ---- 6. Location of Property: (road a d Tax p number) 32� u3Ql\S Kg VQP.x(.cc- .(t4• I COQ -)S ©l0 3.'2 7. Is the parcel within 500 feet of a farm operation? { es { }No 8. Is this parcel actively fanned? { } Yes {(...3-116 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 •gym -1 _ a_ ... _ _ _ _ - 2. 3. - . f 2t(��(? 51 E �` rt-cp 4 P 2U.(6 /,�,Jym/i�,n X �� 6,-- - 1 (1-C�!Q n n `5n �► s ;onzi 4. 1 -- ( -1- 1.,,b%A J 3-Q%t� i 4t-gOD I`CY ZS gOce((/so(dw tci7( 5. 56-1-10.1 �e�-�,(,c, u,1--eGl s � 7c 1-7 C4-74-1/4 (ma-A. 6. .1.-(o— %l �t d(1_,)1 -, �,, -, LA, ..o.3 Val-,P-C. S LS 7S--- t--0�, L ikAA,i n c tee. 77o PJ .Qi is-j i.0-02-( (Please use the back of this page if there are additional property owners) 0_, L-K_- ) a , q , ae 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. REOEIVED 617.20 ���� Appendix B FEBon Short Environmental Assessment Form ZONING BOARD P APPEALS Instructions for Completing Part I -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 Project and Sponsor Inf mation - AUCAKI hQ - DSO t* Name of Action or Project: Project Location(describe,and attach a location ma.): 32S LQLc ' • Se_con OH . 11 q Brief Description of Proposed Action: M\�C Q n.e(A) S 1(\gd2-. rcqu.t-tl h6Yi1.0. (4)5. 6C QJxkD�D � t- v2�2tp S c s�sk��-1 o n ral R�I 1 (24 9rw �` ke-it Name of Applicant or Sponsoo Telephone:(99 _ --Los_go 9 I _ `f' YAPS\ ► d- to • to irk E-M.' CX. - ► . _d M Address C)' &NJ-- q() City/PO: State: Zip Code: SOL3At\ \ n� 1.Does the proposed action only involve the legis ative 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 , 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: 3.a.Total acreage of the site of the proposed action? g.otsq acres \/ b.Total acreage to be physically disturbed? (IN' acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0 acres 4. Check all land uses th occur on,adjoining and near the proposed action. ❑Urban ural(non-agriculture) ❑Industrial 0 Commercial th' esidential(suburban) 0 Forest 0 Agriculture 0 Aquatic 0 Other(specify): 0 Parkland Page 1 of 4 SteCerVeD _ 5. Is the proposed action, NO 71/A a.A permitted use under the zoning regulations? FEB 16 2-0 or3-$ b.Consistent with the adopted comprehensive plan? ,�3G)Ait®OF APPEAL5 ‘./ 6. Is the proposed action consistent with the predominant char cc er oft the existing built or natural NO YES landscape? 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: pp MO t(_ h(y 3,-I 8. a.Will the proposed action result in a substantial increase in traffic above present levels? ZO7y-ES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? (� 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: 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: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO iYES Places? b.Is the proposed action located in an archeological sensitive area? 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? rv/ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: , 14. Identify the typical habitat types that occu o ,or are likely to be found on the project site. Check all that apply: ❑ Shoreline 0 Forest Agricultural/grasslands 0 Early mid-successional Wetland 0 Urban 0 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? (/- 16.Is the project site located in the 100 year flood plain? NOYES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? O ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff anted stirdrains)? , If Yes,briefly describe: 0 NO L VES 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)? ,EIU�I� If Yes,explain purpose and size: i�� t ZOIB („q5i 19.Has the site of the proposed action or an adjoining property been the location of an acti.e NO YES solid waste management facility? ZONING 5°449Or Ail If Yes,describe: 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 I Applicant/sponsor name:0_04 (-%i ' t C Ppb • IAC) Date: c9—L-1--1 Le?' 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 bS .., • x ;:1: -M t?s � ';i No,or Moderate • small to large . .c, ; : impact impact ri • �` may may �J ; =t;L�; ; i 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? a / 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)? c/ / 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? l/ / 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 SEB (0, y small to large impact impact may 1- AR's APP :: may �C71dXl�ia f 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. 0 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. 0 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 f r = RECEIVED FEB ,` "16033 APPLICANT/O)FR TRANSACTIONAL DISCLOSURE FORM70104G 63OAI2D OF APPEALS 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 necessar to avoid same. - YOUR NAME . it (Last name,first name,middle initial,unless you are a—pplying 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 Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) s. 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 No,sign and date below.If 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 day of ,20 Signature Q Print Name Town of Southold RECEIVED oas LWRP CONSISTENCY ASSESSMENT FORM FEB 16 2016 A. INSTRUCTIONSONING BOARD®F APPEALS 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# 1 O0 - 'i ©(P – 3.2 The Application has been submitted to (check appropriate response):/ Town Board — Building Dept. Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ' I construction,planning activity,agency regulation, land transaction) 1-- (b) (b) Financial assistance(e.g.grant, loan, subsidy) (c) Permit, approval, license,certification: r Naturnd extent of action: Cokt) C CA'ruC 7c r) a (TQC g(N( I -Pau-lu1 k NAJD k\(�l� (,e5 3 (SQ.Acekm-tc g s- \oaAAJA(mr-A s.00-(c sLic,--V-40i-k vot\rourL8 e.a--d uo\IN CJ�L>t.�rC.�C� �2-�21P Cy-c4 1J� �`�\ll l_a_9 s._k J Location of action: 0 a• I.i ��.� 1 Cj 5-g Site acreage: � C-� (tem S (361�� RECEIVED 0 Present land use: V (deaf) \ 0/1_eQ. L FEB 2015 Present zoning classification: — $° zoNING WARD OF APPEALS 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: IAa NQ0v,_..Q (1sQ(7 a n 1/1- (b) Mailing address: 1 ( 0 . D) q o 0 LtA-kit r\LA tq (c) Telephone number: Area Code( ) (p 3 I — (to - S70( (,o (d) Application number, if any: Will the action be direc y undertaken, require funding, or approval by a state or federal agency? Yes No f 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 of Applicable- please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policie Pages 3 through 6 for evaluation criteria r Yes r No (Not Applicable—please explain) RECEIVED FEB 162016 (:•73S Attach additional sheets if necessary ZONING BOARD OF APPEALS 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 ' I Yes rH No (Not Applicable—please explain) 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—PoliciesJPages hrough 16 for evaluation criteria Yes I I No (Not Applicable—please explain) 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 for evaluation criteria ' I Yes ' J No (Not Applicable—please explain) 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. r— Yes 'H No (Not Applicable—please explain) zrrevEf (A5S FEB 1.6 M116 ?,ti .ywr,1 R)ARl)OF APPEAR 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. See Section III—Policies Pages; 34 through 38 for evaluation criteria. r Yes rH No (Not Applicable—please explain) 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. 1-1 Yes No (Not Applicable—please explain) 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. Yes No (Not Applicable—please explain) 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. ' I Yes No Ei (Not Applicable—please explain) (06?3% ��cCEIVCI) FEB 1 6 2096 LOI\WNG BOARD OF APPEALS 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. rd Yes No Not Applicable—please explain 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 evaluati criteria. ' I Yes No Not Applicable—please explain Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pa 65 through 68 for evaluation criteria. I Yes No t. Not Applicable—please explain r , NY 005-Bargain and Sale Deed with Covenant against Grantor's Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the Ai day of December ,in the year 2015 BETWEEN John G. Scott,III 760 Old Orchard Lane East Marion,NY 11939 _ oil 32 ^ 1 party of the first part,and • ,; ;,__ s' ;, ti• p: fFEB I MB Joseph Manno and Catherine Manno,husband and wife 1820 Kenney's Road Ut- APPEAL Southold,NY 11971 party of the second part, ZONING BOARS WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE SCHEDULE A ATTACHED HERETO AND MADE A PART HEREOF. BEING AND INTENDED TO BE part of the same premises as conveyed to the party of the first part by Deed dated 5/9/03 and recorded 6/11/03 in Liber 12255 cp 509 in the Suffolk County Clerk's Office. TOGETHER with all right,title and interest,if any,of the party of the first part of,in and to any streets and roads abutting the above-described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: / / � G. Scott,III USE ACKNOWLEDGMENTFORMBELOWWITHIN NEW YORK STATE ONLY: USE ACKNOWLEDGMENT FORM BELOW WITHIN NEW YORK STATE ONLY: State of New York,County of Suffolk }ss.: State of New York,County of }ss.: On the 11d y of December in the year 2015 On the day of in the year before me,the undersigned,personally appeared before me,the undersigned,personally appeared John G. Scott,III personally known to me or proved to me on the basis of satisfactory personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) cted, Tcuted the ins$ru fi nt. behalf of which the individual(s)acted,executed the instrument. C ' RES Notary Pubo,Staate o isliw York Qualified in Nassau County No.4912431 y Comrnissior Expyires Nov, 16,20 ACKNOWLEDGMENT FORMF SEWITHIN NEW ORK STATE ONLY: ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY: (New York Subscribing Witness Acknowledgment Certificate) (Out of State or Foreign General Acknowledgment Certificate) State of New York,County of }ss.: }ss.: (Complete Venue with State,Country,Province or Municipality) On the day of in the year in the year before me,the undersigned,personally appeared On the day of before me,the undersigned,personally appeared the subscribing witness to the foregoing instrument, with whom I am personally acquainted, who,being by me duly sworn, did depose and personally known to me or proved to me on the basis of satisfactory say that he/she/they reside(s)in evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed (if the place of residence is in a city,include the street and street number, the same in his/her/their capacity(ies),that by his/her/their signature(s) if any, thereof);that he/she/they know(s) on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual to be the individual described in and who executed the foregoing made such appearance before the undersigned in the instrument;that said subscribing witness was present and saw said execute the same; and that said witness at the same time subscribed (Insert the city or other political subdivision and the state or country or his/her/their name(s)as a witness thereto. other place the acknowledgment was taken). BARGAIN&SALE DEED WITH COVENANTS AGAINST GRANTOR'S ACTS TITLE NO.Sc^ lj._ L\S'S DISTRICT 1000 SECTION 075.00 John G. Scott,III BLOCK 06.00 LOT 3.2 COUNTY OR TOWN Suffolk TO Joseph Manno and Catherine Manno RECORDED AT REQUEST OF Fidelity National Title Insurance Company RETURN BY MAIL TO FIDELITY NATIONAL TITLE Frank Cardino,Esq. INSURANCE COMPANY Cardino and Cardino,PLLC INCORPORATED 1928 825 Merrick Road Copiague,NY 11726 'b,70,-PT.;7f7f/. Fidelity ,AVVICe/ Menthe,New York State Land Title Association w U U- LL O Z O cc O cc u. 0 LL) N cc O u. Lu U a- a w w cc Lu w cc Title No. STN-44531 Schedule A All that certain plot, piece or parcel of land situate, lying and being at Peconic, Town of Southold, County of Suffolk and State of New York, known and designated as Lot 2 on a certain Map entitled Map of "Property of John Scott" . Said Map being filed in the Suffolk County Clerk's Office on April 27, 2009• as • Map Number 11699 . FOR INFORMATION ONLY: SAID PREMISES being known as and by Vacant land - 325 Wells Road Peconic, New York 639 1 RECEIVED FEB 17 2016 ZONING BOt- - OF r%PEALS ^ - s I" 6Hill Number of pages l0 RECEIVED (001�� RECORDED 02; // VACS Nov 03 0Z:26:U1 PM Judith A. Pascale FEB 1 6 2016 CLERK OF This document will be public SUFFOLK COUNTY record.Please remove all L D00012570 ' Social Security Numbers ZONING BOARD OF APPEALS P 644 prior to recording. ,..--- : Deed/Mortgage Instrument CV Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 /} FEES Page/Filing Fee .J Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation SpecJAssit. or EA-52 17(County) Sub Total ° . Spec./Add. TOT.MTG.TAX EA 5217(State) C& �� Dual Town Dual County R:P.T.S`.A. ,; � .> Held for Appointment v a,• Comm.of Ed. 5. 00 ._•: Transfer Tax ,--- ,+<. .1' Mansion Tax Affidavit The property covered by this mortgage is Certified Copy P - "'" Oa or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO OtherGrand Total ') If NO,see appropriate tax clause on page# of this instrument. 1000 07500 0600 003000 • 4 Dist. 5 Community Preservation Fund PTS Real Propel R CWH A Consideration Amount$ Tax Service 03-N0V-0; Agency CPF Tax Due 5 Verificatioi. Improved 6 Satisfactions/Discharges/Releases List Property Owners'Mailing Address RECORD&RETURN TO: Vacant Land TD PATRICIA C.MOORE ESQ. 51020 MAIN ROAD TD SOUTHOLD NY 11971 TD ,Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny:gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of,the attached DECLARATION AND COVENANT SOUTHOLD TOWN .made by: (SPECIFY TYPE OF INSTRUMENT) PAM id 1 LI ag o JOHN G.SCOTT,III The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD In the VILLAGE or HAMLET of PECONIC BOXES 6 TI-RU 8•MUST BE TYPED,OR PRINTED,IN BLACK INK ONLY PRIOR TO•RECORDING OR FILING. (over) t • RECEIVE( 6.93(3DECLARATION AND COVENANTFEB2096 SOUTHOLD TOWN PLANNING BOARD ZONING BOARD OF APPEALS THIS DECLARATION made th30 day of•\04, 2008 by John G. Scott, III residing at 1275 Lands End Road, Ornt NY 11957, hereinafter referred to as the Declarant, states as follows: WHEREAS, Declarant is the owner of certain real property situate at Peconic, in the Town of Southold, Suffolk County, New . York, more particularly bounded and described as set forth in Schedule "A" annexed hereto as provided by the Declarant; and WHEREAS, for and in consideration of the granting of subdivision application entitled, "Standard Subdivision of John Scott" prepared by Young and Young, Licensed Land Surveyors, and as a condition of granting said approval, the Town of Southold Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, Declarant has considered the foregoing and determined that same will be in the best interest of the Declarant and subsequent owners of said parcel; NOW, THEREFORE, THIS DECLARANT WITNESSETH: That Declarant, for the purpose of carrying out the intentions above expressed does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the following covenants which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: (1) Pursuant to Chapter 236 Stormwater, Grading and Drainage Control Law of the Southold Town Code all storm water runoff resulting from the development of any or all of the lots on the subdivision map shall be retained on site and shall be the responsibility of each property owner; (2) Prior to any construction_ activity on any of the lots on the approved subdivision map, the project will require a General Permit for the storm water runoff from construction activity (GP- 02=01) administered by the New York State Department of Environmental Conservation under a Phase -II State Pollution RECEIVED (63'3 • FEB 1 2616 / Discharge Elimination System; ZONING BOARD OF'APPEALS (3) No Storm water runoff resulting from the development and improvement of the lots shown on the approved map shall be discharged into the wetlands or Richmond Creek in any manner; (4) Prior to issuance of a Certificate of Occupancy Declarant shall install gutters, leaders and subsurface dry wells to retain surface runoff; (5) Declarant shall use native plants and disease-resistant and drought tolerant plants and landscaping. (6) Declarant shall not apply and use synthetic pesticides and fertilizers capable of entering surface and potable water supply. (7) Declarant shall use pervious driveways to serve each lot. (8) The Declarant covenants that a 50 foot Non Disturbance/non-fertilization Vegetation buffer area is depicted on Lots 1, 2 and 3 . , It is hereby understood that the 50 foot Non Disturbance/non-fertilization Vegetation buffer area is intended to preserve the -existing trees and natural growth. Vegetation within this area shall remain in its natural state in perpetuity. Permitted activities within the buffer are limited to the removal of dead, diseased trees that are hazardous to life or property. Notwithstanding the above, the Non Disturbance/non-fertilization Vegetation buffer area may be supplemented with additional native vegetation subject to review and approval of the Southold Town Planning Board and Southold Town Trustees pursuant to Town Code 275-3 . (9) There shall be no disturbance of any kind (i.e mowing, clearing, grading) within the 50 foot Non. Disturbance/non- fertilization Vegetation buffer area, except as provided herein. This includes, but is not limited to, the prohibition of structures or clearing of any kind, except to establish a 4 foot wide RECEIVED • ° - FEB 1. 6 2016 03y • C. NIN 3()ARD OF APPEALS unimproved, natural access path located within the 1.0 foot pedestrian access easement on Lot 3 . Pursuant to Chapter 275 Wetlands and Shorelines; the access path must be reviewed by the Southold Town Trustees and other jurisdictional agencies. No grading or changes to the natural contours of the land shall be permitted within this area. (10) Landward of the 50 foot buffer, shown on the filed map, the Declarant is permitted to undertake seasonal mowing (farm cut) to control seasonal growth of such noxious plants as briers and poison ivy. As stated in Clause 9 above, this 50 foot buffer is to remain in an "undisturbed buffer" , therefore mowing, clearing or grading is not a permitted activity. (11) The Declarant covenants to retain all marked existing trees on-site to comply with Section 161-44 . Street trees of the Southold Town Code, as indicated by the attached aerial, dated October 29, 2008 and agreed upon by the Declarant and the Southold Town Planning Board. The attached aerial, dated October 29, 2008 (Schedule B) indicates the location of both individual trees and clusters of trees both on the property and along the perimeter of the property on State Route 25 and Wells Road. The trees consist of the following species: Birch, Cherry, Norway Maple, Red Cedar and Red Maple. Clearing of the trees or any action made to cause the death of the mapped trees is prohibited. The Declarant further covenants that once the existing trees naturally expire, they shall be replaced with the same or similar species to comply with the Southold Town Code Section 161.44. (12) Prior to issuance of a certificate of occupancy, the respective owners of lot 2 and 3 shall plant their respective portion of a "Planted Cluster" , as shown on the filed map, which is intended to mitigate the visual impacts of the new home along Wells Road. There shall be a 60 foot wide landscaped buffer planted with native vegetation located on lot 1 adjacent to New York State route 25. The buffer shall run north to south along the RECEIVED 6c) , ' FEB 1 2.016 western property line of Lot 1 for a distance of 150 feet in ZONING BOARD OF APPEALS length. (13) Declarant grants the continuing right in perpetuity to the Town of Southold, any of its designated representatives or any owner of property within the subdivision to enforce the conditions and restrictions of the covenants and to take any legal action it deems necessary to enforce the conditions and restrictions of the covenants . These rights of inspection and enforcement shall be binding upon declarant, their heirs, executors, legal representatives, distributees, successors, assigns and transferees. (14) Pursuant to chapter 240-49 of the Southold Town Code, clearing of each lot shall be restricted to 35% of the total land area. (15) There shall be no further subdivision of any lots in perpetuity. (16)There shall be no changes to the lot lines without Planning Board approval. (17)Future residents of the lots are advised that the lots are subject to the noise, dust and odors normally associated with agricultural activities pursuant to Article XXII, Farmland Bill of Rights of the Southold Town Code. (18) These covenants and restrictions shall run with the land and shall be. binding upon the Declarant, his successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended by the owner of the property .r t, only with the written consent of the Town of Southold granted by a majority plus one vote of the Planning board, after a public hearing. RECEIVED FEB 18 2016 ZONING BOARD OF APPEALS (18) If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or•held to be unconstitutional, the same shall not affect the validity of these covenants as a whole or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. (19) The aforementioned restrictive covenants are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or law. The failure of said agencies of the Town of Southold to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee •1 thereof. (20) The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated made a part hereof, as though fully set forth herein. That the within Declaration shall run with the land and shall be binding upon the Declarant and his successors and assigns and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the property unless and until approved by a majority plus one vote of the Planning Board of the town of Southold or its successors, after a public hearing. IN WITNESS WHEREOF, the Declarant has hereunto set its hand and seal the day and year above written. hn G. Scott, III P ` i 1 _ • RECEIVED STATE OF NEW YORK ) FEB 12016 ss. : COUNTY OF SUFFOLK ) ZONING BOARD OF APPEALS On the day of , 2m- before me, the undersigned, a notary public in and r said State, personally appeared John �. Scottpersonally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. /I . 1.4 otary •lic BETSY A.PERMS Way Public.state a MewYtdi No.01PE8130638 .0uulfied in Suffolk Cournye&ao SCTM # DDD— —i c- , - 3 , "P, TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET v2_, ------ VILLAGE ' DIST. SUB LOT z.. _ V\J / fry Je CPe ( (C s JQh� LsDvt�- Vec Z //az ACR. '/ REM RK 4127 a9. 2 �`T ry� -S i cr S'&6oirV1<5/o (0171/ 59, 69 TYPE OF BLD. {� an 1 ')n D G . Scot PROP. ( � W a CAD CL Lt LAND IMP. TOTAL DATE a 2 o r � - &Op , ,,(1-ly C--eair) 1/ 4 , i=0 re 2-4-0-0 ° 3 1 to U.. 0 z iNi FRONTAGE ON WATER 3(1 ,(9/39`;) l HOUSE/LOT ' F0.46..61e_ fn. roar 2-9 2—. ` o-° ---:" .4-(n 0 6 BULKHEAD . TOTAL 2.3 ?7 y�_�EIVED FEB 162016 Z0NING BO1 - APPEA OF �� 3 1 • w 2/16/16 south eleva C,6/3-6 RECEIVEU FEB 16 2016 ZONING BOARD OF APPEALS 4• /',,,r i'. ' _'''.,1 A. , .. .,..V-' , -,r:', '•!'•.." .. . •', 4..... ,... .4. . ,.. ,14.,,, • ,__.:. ,,, .. . .. -4:174,., , 1'. .. 4. 44:. ... . l':,'' .';‘,„'"7".A.1140 v..- , •' . )''''• •%.--•-)"44,-4..:•••-f-, Ari. ' . . - . . . .- . . . . ._ - --- . ._ . . -- _-- ___ . ......- _i i ---sAr"=----- --' -- 2/1 6/1 6 heaang east_ RECEIVED (451 FEB 162016 WNING BOARD OF APPEALS 1 t , '.. ‘1 .. I • 0 r . _ .. ,„ 0 , .., _ it., .. . , • - - - , - 4i,p __ _•....• ...• ... vimr 2/16/16 south west heading also may stor RECEIVED 0 53 FEB 1 6 2O6 ZONING BOARD OF APPEALS t %., ' '' ', ' ' ' •:,`'` ' ti'f''frit./ 7, .''''i 4'/:.II: ' ' ' ' • ' e: • 'q*.ti. / ,. ;,.!..i,. 'W'11.'..i4.''."'':./:. • • I, . '' ihki'-ete, -'.'''. . . ' c.. , , 1,4 , .,, c''''&•" , . ,r., • ,i, . _ ' i ' ' • b I.,- - - . , ... ...- _ ----- . - .. S:e..:AL- 41.- --, - —... - ••• — r. ...... 1 . . — - —- ' . --Ar- . _ ,...... ...war ... .. .._, -.....- --.0... , - ... .......- 0,442,.- .4.iv,,. ,.........— -4' .; '--.:•-- .- - ...,77..,k_...0-.4... - -;ix--,.--- , _- -=4.--- •- _ ....-- ........ ........- . -- - . _- ,...... . - • ... --...- - - 2/16/16 north eleva - , _._ ..... .,.., _.....,, _ _,,, ..,. . . , . . ._ .. . . RECEIVED FEB 16 201E t,9 3 ?� ZONING BOARD OF APPEALS . *waiimmit 4 44111".."'"" ‘1.04Pear wwe- .2441011,17. 2/16/16 east eleva 41111L6- Coq 3" .RECE Receive) FEB 16 2016 ALS ZONING BOARD OF APPS i Ni 4 • �; C 3 ,P 1 . •Mla' •"If• ' N — - _....10111111.16. ++ (J .•iia. .�F • `-4- t.,.!..- - - `-. - - • M me r+ -FFA ; - , _ .__ 2/16/16 propose • area • })tock dirt - (9.316 RECEIVEI FEB 16 2016 ZONING BOARD OF APPEALS 1111 2/16/16 west eleva ELIZABETH A.NEVILLE,MMC ��a,�®v (,�,G.$ Town Hall,53095 Main Road TOWN CLERK ®_ • RO.Box 1179 t res , Southold,New York 11971 REGISTRAR OF VITAL STATISTICS f$ Fax(631)765-6145 MARRIAGE OFFICER — �' ®�' ��� Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER *i•01.- www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER ,,,.,' OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: February 18, 2016 RE: Zoning Appeal No. 6938 Transmitted herewith is Zoning Appeals No. 6938 for Joseph & Catherine Manno-The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Agricultural Data Statement, Short Environmental Assessment Form,Applicant/Owner Transactional Disclosure Form from Joseph Marano, LWRP Consistency Assessment Form,Notice of Disapproval, A Copy of the Deed, 6 Page Declaration and Covenant, Property Record Card, 7 Pages of Photos,A Copy of the Survey, 10 Pages of Drawings for the Marano Residence Including Floor Plans, Elevations, Sections, Renderings, and General Notes. * * * RECEIPT * * * Date: 02/18/16 Receipt#: 200290 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 6938 $1,500.00 Total Paid: $1,500.00 Notes: Payment Type Amount Paid By CK#6255 $1,500.00 Manno,Joseph &Catherine Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 • Name: Manno,Joseph &Catherine 1820 Kenneys Road Southold, NY 11971 Clerk ID: SABRINA Internal ID:6938 BOARD MEMBERS •••isoot: Southold Town Hall Leslie Kanes Weisman, IP Chai erson i� 4 ® 53095 Main Road•P.O.Box 1179 ® ,,�® Southold,NY 11971-0959 Eric Dantes ; 473 Office Location: Gerard P.Goehringer %` •m y:_ �� Town Annex/First Floor,Capital One Bank George Horning � 54375 Main Road(at Youngs Avenue) Kenneth Schneider = C®UNrii -0" Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, APRIL 7, 2016 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, APRIL 7, 2016: 10:45 A.M. - JOSEPH and CATHERINE MANNO #6938 - Request for Variances from Article III Section 280-15B&F and the Building Inspector's February 12, 2016 Notice of Disapproval based on an application for building permit for accessory garage and accessory in-ground swimming pool, at; 1) proposed accessories in location other than the code required rear yard or front yard on waterfront property, 2) accessory garage at more than the maximum code allowable height of 22 feet, located at: 325 Wells Road (adj. to Richmond Creek) Peconic, NY. SCTM#1000-75-6-3.2 The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: Vicki.TothATown.Southold.nv.us Dated: March 7, 2016 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Vicki Toth 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 TOWN OF SOUTHOLD `4; 6532 ], /� G�32 ZONING BOARD OF APPEALS 'O SOUTHOLD,NEW YORK MA/00 AFFIDAVIT OF In the Matter of the Application of MAILINGS 14-4-Ke , r--e a to (Name of Applicants) SCTM Parcel# 1000- 75— (a COUNTY OF SUFFOLK STATE OF NEW YORK I, C W-s-h-e-r‘€ IL'tot-4'v✓,,D residing at New York, being duly sworn, deposes and says that: On the day of IVICvt , 20 I(o, I personally mailed at the United States Post Office in S L_ ,New York, by CERTIFIED MAIL, RETURN-RECEIPT REQUESTED, a truecopy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll verified from the official records on file with the( 'Assessors, or( ) County Real Property Office for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to before me this 014 day of March , 20 to TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK /I • 101 NO.01 DW6306900 otary Public) I QUALIFIED IN SUFFOLK COUNTY ri COMMISSION EXPIRES JUNE 30,2' 119 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next • to the owner names and addresses for which notices were mailed. 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M1 Street and Apt.No.,or POB x Afo. • City,Stag,Z +4� f: City,State,ZlP+4® • P FOrm(3800,April 2015,PSN753o-02-000-9047✓ See Reverse for Instructions 1 ! PS Form 3800,April 2015 PSN 75 02-000-9047 (See Reverse Instructions i U.S. Postal Servicer"' U.S. Postal Service"' ' CERTIFIED MAIL° RECEIPT - CERTIFIED MAIL° RECEIPT ni mDomestic Mail Only Domestic Mail Only .-1:1 For delivery information;visit our website at ivww>usps.corn® For delivery information,visit our website at WWWusps.co.13 r® -13 NEO Y RI �it11►22e L. U- SOl1TH� M�"11Fi1 C :' A USE �ul Certified Mail Fee �� r V7 Certified Mail Fee to $ $3.4 '; ? �y' :I11 $ $3.45 ff�; Extra Services&Fees(check box,add fee as appropriate) rr��AZ.... 0471 ' 1 , r" Extra Services&Fees(check box,add fee as appropriate) ❑Return Receipt(hardcopy) $ �+.•f �y l]', ❑Return Receipt(hardcopy) , $ l�ssr a '�6-1 0 ❑Ratum Receipt(electronic) $ •. t. , _,/,,.„,„ 1 I] ['Return Receipt(electronic) $ 'I� oStmark�� ❑Certified Mail Restricted Delivery $ !f j ere C '❑Certified Mall Restricted Dalrvery $ ( //��pp ['Adult Signature Required $ ' / r 1,.I CM Lw , 1 ❑Adult Signature Required , $ 1� p i, Hare .L - I GI ❑Adult Signature Restricted Delivery$ - /� ;�_ ,! f ['Adult Signature Restricted Delivery$ IA • �/ c3 Postage I� 'Y•"�`•^^ p/C� / I p Postage) IIYY H �? y $1.20 0t%ti 1alb fru $ -'` . - . $1.20 '', /a4/20fg!! �C°f ' Total Postage and Fees Total Postage and Fees ,4S a $ #7.45 I $ $7.45 I„ 1 Ln Sent To u7 Sent To 2 eP i�Qcca�t„ �z(IS . Lac ,� 1 rq 4-Iti j I� Street and (L�No.,or�O�Box AI r I Street an pt.,r or t'� Box No. (7 City State,ZIP44° S-44' s City,State,Z1P++44°� �Q"Q � � �` , J �� 1 �C (�6 ZZ t Q Y v See Reverse for Instructions 1 PS Form 3800,April 2015 PSN 7530-02-000.9047 See Reverse for Instructions PS Form 3800,April 2015 PSNa530-02.000-9047 U.Po al Servece'M ,� „ TM '� .-.' � " 11'..&-:Postal:Se CERTIFIED MAIL® RECEIPT'. I I ERTIFIED MAIL® RECEIPT 1, m ;Domestic`Mail Only I .- ' 4 _p 1 tri k Domest►c Mail Only <. I r•For delivery information;visit our.websiteat www usps comm_I L .A For de'liueryinformation;utsitiour w;ebsite.at www uses com°. ; v SOUTH H 11 1 - ' �, HEW Y t N0P21 C A L U S E fCertified Mail Fee O $3.45 h�, i`n Certified Mad Fee $ 4� NExtra Services&Fees(check box,add fee as appropnate) " I /Z:icejcr /f I ( �' H9��16 1 ❑Adult Signature Required $ I 0 ['Adult Signature Required $ I'-� 9 '; i ❑Adult Signature Restricted Delivery$ _ p Postage ❑Adult Signature Restricted Delivery$IV-7�.7 *pAR'. j $ $1.20 ���/ ,im Postage $1.20K03.1..02±2.V. Total Postage and Feesrq '- Total Postage and Fees USN $ $7.45 ra $7.45 — 1 Lo Sent To . nt To _C I rl l7 streetandp7IQ kN or PO x o.� D��k� C.L.1I p 5treetanrTAptn�or,PL �No•�� V r. City,State,ZIP+4® 1� I I p City,State,ZIP r (�� S � _C rt�c. c� Yl ( 15"1 ( ;PS Form 3800;Apri(20 t '' '. "" o r` 15 PsNe753o,02 oao,sa� yt, oeeyReverse for.lnstrudtfons' pS(F,orlri3800 Apcil 2015MPSN75so,oro00µso47,,, � see Reverse for�lnstructios) ter• ,_ I ',SENDER: COMPLETE THIS SECTION COMPLETETHIS,SECTION ON DELIVERY - ■ Complete items 1,2,and 3. re ,. IIPrint your name and address on the reverse Illiti ■, (Pr ,, r I=1Agent so that we can return the card to you. 410Mb—rill ► El Addressee ■ Attach this card to the back of the mailpiece, B. Rec ` by(Pnnted Name)���� C. Date of Dell adr/ry or on the front If space permits. ��K_7+�U / ®— L �� l 1 Article Addressed to D. Is delivery address different from item 1'? 0 Yes If YES,enter delivery address below' 0 No /446fade I 4fre y P - la 3 f,tcoftc c_ ‘7' (//5--?f 3 Service Type ❑Priority Mall Express® I I VIII IIII III 1A III 111 II I I 1 I II I I III II I1 0. 0 Adult Signature 0 Adult Signature Certified Mail®Restricted Delivery0Delivery Rnegistered lited Mail TRestricted 0 Certified Mail Restricted Delivery 0 Return Receipt for 9590 9401 0019 5205 2929 74 0 Collect on Delivery Merchandise _ ❑Collect-on Delivery Restricted Delivery 0 Signature ConflrmationTM 7 015 `1`5 2 '7 0 5 6 6 6 9 4 1 +''isured,Mad j t t' ❑Signature a Confirmation � Isured Mad Restncted Delivery Restricted Delivery -ver$500) PS Form 3811,April 2015 PSN 7530-02-000-9053Domestic Return Receipt• ti ,�F,,- COMPLETE THIS SECTION ON DELIVERY SENDER:COMPLETE THIS SECTION ..M , • Complete items 1,2,and 3 irri ❑Agent ■ Print your name and address on the reverse 0 Addressee so that we can return the card to you. B Received by(Printed Name) C Date.' Delivery , • Attach this card to the back of the mailpiece, 1 4 or on the front if space permits. " ■'Yes 1. Article Addressed to. D. Is deliveryaddress different frombelow Item 1 If YES,enter deliveryaddress ❑No L Solsc,u4.6Ye (2-� "Ue)(t-- ( cl, ) r't 1(132_ 3 Service Type 0 Priority Mail Express® ❑Adult Signature ❑Registered Mail II1IIIIII 1111MIIIIIIIIIMMIE II III ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for 9590 9401 0019 5205 2929 50Merchandise 0 Collect on Delivery ❑Signature ConfirmationT"' _ _ ❑Collect on Delivery Restricted Delivery -- „a lahell Restricted ❑,Sgnature Confirmation 7 015 1520 D 0 0 0 7056' 6 6 7 0—` ^'ured Mad Restricted Delivery -;ured Mad Restricted Delivery Ger$500) Domestic Return Receipt PS Form 3811,April 2015 PSN 7530-02-000-9053 SENDER: COMPLE IS SECTION COMPLETE THIS SE ON DELIVERY • ■ Qomplete items 1,2,and 3. A Sign I % Agent ,l Print your name and address on the reverse X 1 /1 ' 0 Addressee so that,vve can return the card to you. A 1 • Attach this card to the back of the mailpiece, >e• Rea `d -.,. i .AA(Pnn e.Name) C. Date of Delivery or on the front if space permits. v /v\U N A-&Leo 3/® s 4 '' 1 Article Addressed to' D. Is delivery address different from item 1? 0 Yes QIf YES,enter delivery address below ❑ No '-: Utu6a ;I) r /OR Pt . U (1c66 -jn6(IwiL dec L•►. QC64 C C- f /t ( Kg c? 3 Service Type 0 Priority Mail Express® ' nil IIII Milli 1111111 I II I I III I��III ❑Adult Signature 0 Registered MailT" ❑Adult Signature Restricted Delivery 0 Registered Mail Restricted ❑Certified Mail® Delivery 0 Certified Mail Restricted Delivery 0 Return Receipt for 9590 9401 0019 5205 2929 67 ❑CollectonDelivery Merchandise • -- ''^-'-ict on Delivery Restricted Delivery 0 Signature Confirmation". 7015 ' 1520:0000 7056 -6687 , - i -ed Mad ( ' • .; DtSignature Confirmation ed Mall Restricted Delivery" Restricted Delivery I (over$500) PS Form 3811,April 2015 PSN 7530-02-000-9053 _.. Domestic Return Receipt --�, _ - _ {tri y' /SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 0• ■ Complete items 1,2,and 3. A Signature 111Print your name and address on the reverse Agent ' .4A J so that we can return the card to you. ❑Addressee ' • Attach this card to the back of the mailpiece, Received by(P,nnnnted Name)/� C Date of Delivery or on the front if space permits RNA)RNA) I'I y(urt I F 'A— -a• 11' (A 1 Article Addressed to D. Is delivery address differept -. •r- , ❑Yes /� If YES,enter delivery'addry = •/7 No 00 rf--�.(LIcCUO -N 7:51 `‘, ..(L(CI 66 (L — 25 --..... is,��Q �� .p sO it46 (L ,i(- (0/( 3 Service Type �gpndFi y Mad Express® I IID III II II II I I I II I IIA III 11111 I 111 ❑Adult Signature 0 Registered MailTM 0 Adult Signature Restricted Delivery 0 Registered Mail Restricted 0 Certified Mail® Delivery 9590 9401 0019 5205 2929 05 0 Certified Mail Restricted Delivery 0 Return Receipt for C Collect on Delivery Merchandise I -.-- ^i••.- -._/-r.=.,.r,anrr earvicejabe/ - _ ❑Collect on Delivery Restricted Delivery Signature Confrmation"^( 'nsured Mad 0 Signature Confirmation 7 015 1520 0000 7056 6625 nsured Mail Restricted Delivery Restricted Delivery • over$500) PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt SENDER:COMPLETE.THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3 A Signature Q� I len), Print your name and address on the reverse ■ so that we can return the card to you. X Re ❑Add • Attach this card to the back of the mailpiece, B. ived by(Pr ed Name) C Date of Deli ery' or on the front if space permits /j� ^b" ki� W AR 1 0 2016 1. Article Addressed to D Is delivery addre different fr -it 1? 0 Yes _`" ; If YES,enter delivery address •elo 0 No 73 , ( 0 X_ ( V1 So Le l L r'l La l 1. -7/ 3 Service Type 0 Priority Mail Express® III'III ❑Adult Signature ❑Registered Mar.IUII I I I III II I 11111 III Restricted Delivery Delivery Mail Restricted ❑Certified ed Mail® 9590 9401 0019 520.5 2929 43 0 Certified Mail Restricted Delivery 0 Return Receipt for 0 Collect on DeliveryMerchandise ❑Collect on Delivery Restricted Delivery El Signature Confirmation".' 2_ArticleNumber(Transfer from sernce label) r, ❑ � Insured Mad Signature Confirmation 7015 1520 0000 7056 6663 rsur red Mail Restricted Delivery Restricted Delivery PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt TOWN OF SOUTHOLD 4. 653 ZONING BOARD OF APPEALS pJO SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of POSTING ePti\ori ,-Q anno (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel#1000- - 6-3. D COUNTY OF SUFFOLK) STATE OF NEW YORK) I, 0_,AAN2(t n 0‘Q A n D residing at 5 3 S-fl g a c n cSC3 c1.- ,New York, being duly sworn, depose and say that: On the Qac— day of 002.A.C1-,_ , 201(a ,I personally placed the Town's Official Poster, with the date of hearing and nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way(driveway entrance)—facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven (7) days rior tp the date of the subject hearing date, which hearing date was shown to be (jpA I I 90((9 / (Signature) Sworn to before me this as"-A, Day of March , 2014, TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2j otary Publi� * near the entrance or driveway entrance of my property, as the area most visible to passerby. i - SENDER:COMPLET THIS SECTION COMPLETE THIS SEC1, 0 ON DELIVERY • Complete items 1,2,and 3. A. i nature! ' • Print your name'and address on the reverse X `- �/ yjf 0 Agent so that we can return the card to you. I 0 Addressee • Attach this card to the back of the mailpiece, B.�ce�yeL;',(ti. -e)-12...(7— te-d Name)'iC`.]D�a 1 of Delivery or on the front if space permits. l✓)(� 4� �' °�� J 1. Article Addressed to. D Is delivery address different from item 1? 0 Yes If YES,enter delivery address below 0 No /) -1� 6c6fir( /� /� '4111 v / F/ _ 1/1,Qvt.) C(6 r/C l2 y (6U Z2 3. Service Type 0 Priority Mail Express@ 11111111131111111111 IIIIIIIIIIIIIII I 0 Adult Signature 0 Registered Mailm, 0 Adult Signature Restricted Delivery 0 Registered Mail Restricted: 0 Certified Mail® Delivery 9590 9401 0019 5205 2929 12 0 Certified Mail Restricted Delivery 0 Return Receipt for 0 Collect on Delivery Merchandise ❑;Collecuredt onMaDdelivery Restricted Delivery 0 Signature Confirmation:.Confirmation:.2-_Article Number(Transfer from service label) n-ins ' " 0 Signature Confirmation' 7 015 15 2 0 0 0 0 0 7 0 5 6 6 6 3 2 Isured Mail Restricted Delivery Restricted Delivery Iver • PS Form 3811,April 2015 PSN 7530-02-000-9053 - Domestic Return Receipt SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ' • Complete items 1,2,and 3 A Sign- e ' • Print your name and address on the reverse X _ ij Addrt so that we can return the card to you ❑Addressee • Attach this card to the back of the mailpiece, B. '-ceiv.gd by(- ted Name)[ l� C Dat: of Deli e or on the front if space permits. _ /�_/ cC !2) 6 1. Article Addressed to: D. Is delivery address diTj-nt from1? 1,1 Yes If YES,enter delivery a•dress b • ❑ No I--A L (a c a • LL 0,e.,_..3 i4 o4-lL ,rt( `bb-Z( , 3. Service Type 0 Priority Mall Express® i' II I IIIII IIII 111111111111 II I I I I II I II I III I I III 0 Adult Signature 0 Registered MailTM 0 Adult Signature Restricted Delivery 0 Registered Mail Restricted 0 Certified Mail® Delivery 9590 9401 0019 5205 2929 29 0 Certified Mad Restricted Delivery 0 Return Receipt for 0 Collect on Delivery Merchandise 2 Article Number_(Transfer from sennce_label)_- —_—_ 0 collect on Delivery Restricted Delivery 0 Signature Confirmation:"" --- red Mail 0 Signature Confirmation 7 015 15 2 0 0 0 0 0 7 0 5 6 6 7 0 0 red Mail Restricted Delivery Restricted Delivery I, PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt 1pkatn, no SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3. A. Sig - ❑Agent • Print your name and address on the reverse X ' so that we can return the card to you. ❑Addressee ' • Attach this card to the back of the mailpiece, /eceived by(Panted Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to. D Is delivery address different from item 19 El Yes If YES,enter delivery address below. 0 No n(n5..2r I S a .LA .-e_ ( Pc-f- “ (t.� �6 f� Y.� Rso-Li 3 Service Type 0 Priority Mail Express® I 111I IIII II II II I I I II I I II I II I IIIII I I III 0 Adult Signature 0 Registered Mail R ❑Adult Signature Restncted Delivery ❑Registered Mail Restricted 0 Certified Mail® Delivery 9590 9401 0019 5205 2929 36 0 Certified Mail Restncted Delivery 0 Return Receipt eiptfor 0 Collect on DeliveryMerchandise n r]niiect on Delivery Restricted Delivery 0 Signature Confirmation'. 1 7 015 15 2 0 0 0 0 0 7 0 5 6 6 6 5 6 i'ed Mail 0 Signature Confirmation ed Mail Restricted Delivery Restricted Delivery .,•x$500) PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http.//southtown.northfork.net March 7, 2016 Re: Town Code Chapter 55 -Public Notices for Thursday, April 7, 2016 Hearing Dear Sir or Madam: - Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before March 21St: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed, with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to -obtain -mailing-address=or to Abliverlhe-letter to-the current-owner,-to=the:best=of-you r-ability; — - and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible; AND not later than March 28th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later March 30th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. , Please deliver or mail your Affidavit of Posting for receipt by our office before April 5, 2016. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Encls. 11OTILE OF HEARING The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road , Southold: NAME : MANNO , JOSE H & CATHERINE # 6938 3CTM # : 1000-75-6-3 . 2 VARIANCE : LOCATION OF ACCY. STRUCTURES & HEIGHT OF ACCESSORY GARAGE rEQUEST: SWIMMING POOL = ACCY. GARAGE DATE : THURS . , APRIL 7 , 2016 10 : 45AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS-TOWN OF SOUTHOLD 765- 1809 #12703 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 31st day of March, 2016. 7 //\---- 1- //e--/--4--- ere.:1- Principal Clerk Sworn,to before me this day ofd,( 2016. LEGAL NOTICE 10:00 A.M.-SUSAN and DOUGLAS SOUTHOLD TOWN LOOZE #6940 - Applicant requests a ZONING BOARD OF APPEAIS Special Exception under Article III Sec- THURSDAY APRIL 7,2016 tion 280-13B(14).The Applicant is the PUBLIC HEARINGS owner requesting authorization to estab- NOTICE IS HEREBY GIVEN,pur- lish an Accessory Bed and Breakfast;ac- suant to Section 267 of the Town Law and cessory and incidental to the residential Town Code Chapter 280(Zoning),Town occupancy in this single-family dwelling, of Southold,the following public hearings with two (2) bedrooms for lodging and will be held by the SOUTHOLD TOWN serving of breakfast to the B&B casual, CHRISTINA VOLINSKI ZONING BOARD OF APPEALS at transient roomers. Location of Property: NOTARY PUBLIC-STATE OF NEW YORK the Town Hall, 53095 Main Road, PO. 1100 Youngs Avenue(aka Railroad Ave- No. 01V061 05050 Box 1179, Southold, New York 11971- nue)Southold,NY.SCTM#1000-60-2-7.1 Qugllflod In C Suffolkounty 0959,on THURSDAY APRIL 7,2016, 10:15 A.M.-NORTH FORK UNIT MY e0111#1101410fei<llCo 28,2020 9:15 A.M. - LAZARUS ALEXAN• ED METHODIST CHURCH (CV) 11:15 A,M.-JONATHAN TIBBET 12;00 P.M.-FRANK J.and ELIZA- DROU #6927 — (Adj. from 3/3/16PH) (RMB REALTY LLC)#6936-Request, Request for Variance from Article XXII for Special Exception per Code Section X93 -Request for Variances from Ar- BETH G.KELLY#6898_-- (Adjourned Code Section 280-116A(1)and the Build- 280-48B1, the applicant is requesting tide III Section 280-15F and Article from 214/16PH)This is a request under fog Inspector's January 25,2016 Notice of Permission to construct and operate a XXIII Section 280-124 and the Building ' Article XXVI Section 280-146D request- . ing based on an application for house of worship and religious instruc- Inspector's January 27, 2016 Notice of ing Reversal of the building mspectoi's Disapproval based on an application for Notice of Disapproval dated August 31, building permit for accessory in-ground tion,located at:43960 County Route 48 ,,wimming pool,at;1)less than the code (aka North Road)corner Horton Lane building permit for accessory in-ground 2015 requiring site plan approval under required 100 foot setback-from top of Southold,NY.SCTM#1000-63-1-15 swimming pool,at;1)proposed Mom- Article XIII Section 280-51A(2),located bluff,located at:2700 Sound Drive(adj. 10:30 A.M.- DANIEL F.HIGGINS tion other than the code required rear at: 1900 Great Peconic Bay Boulevard to Long Island Sound), Greenport,NY. #6933-Request for Variance from Arti- yard or front yard on waterfront property, (adj. to Brushes Creek) Laurel, NY. SCTM#1000-33-1-11 cle XXIII Section 280-124 and the Build- 2)more than the maximum code allow- SCTM#1000-145-4-3 9:30 A.M.-LISA GILLOOLY#6922 mg Inspector's January 27,2016 Notice of able lot coverage of 20%,located at:185 1:30 P.M. - RONALD and PATRT- Disa royal based on an application for Willow Point Road (adj. to dug canal) c144. McGRATH #6935 - Request for —(Adj.from 2/4/16PH)Request for Vtfri- PP PP Southold,NY.SCTM#1000-56-5-25 Variances from Article XXIII Section slices from Article XXIII Section 280- building permit to construct a deck addi- 17 30 A.M.-KEITH and LYNETTFd 280-124 and the BuildingInspector's 124,Article III Section 280-15C&F and lion to existing single family dwelling,at; KANE #6942 - Request for Variances January 20,2016 Notice oDisapproval Article XXII Section 280-1050 and the 1)less than the code required rear yard from Article XXIII Section 280-124 and based on an application for building pet- se Building Inspector's October 19, 2015 setback of 35 feet,located at:1745 East Article III Section 280-15 and the Build= Gillette Drive mit to construct covered porch addition Notice of Disapproval, last amended (Cedar Lane not open) ing Inspector's February 17,2016 Notice and legalize"as built"deck addition to Mai ch 4,2016 based on an application East Marion,NY.SCTM#1000,38-1-25 for building permit to construct an tic- 10:45 A.M. - JOSEPH and CATH- of Disapproval based on an application existing single family dwelling,at;1)less cessory gat age and"as built"fence,at;1) ERINE MANNO#69380-Request for for building permit to construct screened than the code required front yard setback Accessory garage proposed at less than Variances from Article III Section 280 /°porch addition to existing single family of 35 feet,2) more than the code maxi- the code required front yard setback of 15B&F and the Building Inspector's dwelling,at;1)less than the code required mum allowable lot coverage of 20%,lo- 40 feet from both streets,2)Lot coverage February 12,2016 Notice of Disapproval side yard setback of 15 feet,2)following cated at:1330 Sigsbee Road Laurel,NY. at mole than the code maximum allowed based on an application for building proposed construction existing accessory SCTM#1000-144-1-5 2 of 20%,3)"as built"and proposed fences permit for accessory garage and aeces- garage will be located in other than the 1:45 P.M. - ALFRED J.-TEM),JR. at more than the code maximum height sory in-ground swimming pool, at; 1) 1 code-required rear yard,located at:335 #6941 -Request for Variance from Ai- ro osed,accessories in location other • Village Lane Orient, NY. SCTM#1000- titleX Section 280-46 and the Building allowed in a front yard of 4 feet on.both A P 25-2-4.13 Ins ector's Januar 11, 2016 Notice of streets,located at:450 Harbor Road(cor- than the code required rear yard or front A Y ner King Street)(adj.to Orient Harbor) yard on waterfront property,2)accessory 11:45 A.M. - RALPH and JOAN Disapprovalbased on1 an application for Onent,NY.SCTM#1000-27-4-7 garage at more than the maximum code VIVINETTO#6939-Request for Vari- building permit to construct a 5,573 sq.ft. 9:45 A.M. BREEZY SHORES allowable height of 22 feet,located at:325 ances from Article XXIII Section 280- retail building,at;1)less than the code re- COMMUNITY INC. (JASON Wells Road (adj. to Richmond Creek) 124 and the Building Inspector's Febru- quired front yard setback of 15 feet,locat- SCHMIDT)•#6934- for Van- :,;,fs ary 22,2016 Notice of Disapproval based ed at:28195 Main Road(aka State Route CH Article -RequestIII Peconic,NY.SCTM#1000-75'=6-12 on an application for building permit to 25) (corner Griffing Street) Cutchogue, ancesfrom Building CodeInSectionto11`00 A.M. - ROBERT NORTON construct additions and alterations to NY.SCTM#1000-102-5-4,3,9.6 280-123 and the16 NoticeBuilof Disapprovalec #6943-Request for Variance from Arti, existing single family dwelling,at;1)less Dated:March 9,2016 Febicle XXIII Section 280-124 andthe Build- than the code required minimum side ZONING BOARD OF APPEALS based on an application for building ing Inspector's January 26,2016 Notice yard setback of 15 feet,2)less than the LESLIE KANES WEISMAN, permit to construct additions and alters- of Disapproval based on an application code required combined side yard of CHAIRPERSON tions to an existing seasonal cottage at; for buildingpermit for 'as 1) a nonconforming building contain- built' deck 35 feet, located at: 2595 Wells Avenue BY:ViciuToth ing a nonconforming use shall not be addition to existing single family dwell- (adj. to Jockey Creek) Southold, NY. 54375 Main Road(Office Location) enlarged, structurally al- ing, at; 1) less than the code required SCTM#1000-70-4-17 53095 Main Road(Mailing/USPS) tared 01 moved,reconstructed,nless such buildingralis rear and setback of 35 feet,located at: P.O.Box 1179 changed to a conforming use,located at:s 2120 Gillette Drive East Marion, NY. Southold,NY 11971-0959 SCTM#1000-38-2-22 12703-1T 3/31 #8 Breezy Shores Community,Inc.,65490 _ Main Road (aka,State Route 25) aka Sage'Blvd (adj.to Shelter Island Sound) Greenport,NY.SCTM#1000-53-5-12.6 - I Office Location: ��//�,� p SO(j, , Mailing Address: ' � O - Town Annex/First Floor,Capital One Bank - � l0 53095 Main Road 54375 Main Road(at Youngs Avenue) iNg 111 ; P.O.Box 1179 Southold,NY 11971 c'4,1% Q Southold,NY 11971-0959 http://southoldtown.northfork.net D E C E O E I BOARD OF APPEALS FEB 2016 TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax(631)765-9064 Southold Town Planning Board February 17, 2016 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref.No. # 6938 MANNO, Joseph and Catherine Dear Mark: We have received an application for construction of a new single 'family dwelling, accessory swimming pool and accessory garage. 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 268-5D is requested within 30 days of receipt of this letter. Thank you. Very-truly yours, Leslie K. Weisman Chairper n l By: (%V IS Office Location: az: ow$Q(/ryD Mailing Address: Town Annex/First Floor,Capital One Bank �tI lO 53095 Main Road 54375 Main Road(at Youngs Avenue) ; * * P.O.Box 1179 Southold,NY 11971 G Q $ Southold,NY 11971-0959 COUN {,� • ,.. http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)765-9064 February 17, 2016 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale : Please find enclosed the following application with related documents for review __pifrsuant-to Article XIV of the Suffolk-County Administrative-Code: __ ZBA File # 6938 Owner/Applicant : MANNO, Joseph and Catherine Action Requested: Construct a single-family dwelling, accessory swimming pool and accessory garage. Within 500 feet of: (X) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. (X) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Ch ' person By: SCk(AA-C1( Encls. „,,4, MAN N O R. S. fl `� i 25 W L�� ROAD t 100-4 ; 24' >� 211-5” 11'-5" 8' >.< 13'-6" ,,‹ 14' 2-8 112" y< 15' 2'S 112' , PHD5 HOLDOWNS AT ALL •' INDICATED CORNERS - : (7 . . .A0 NOTES* .. . INSULATION rR-19 BATT IN ALL EXTERIOR 2 X b WALLS - :� I R-19 BATT IN BASEMENT CLG. t, I = • Ji • R-30 BATT WITH VENT BAFFLES IN CATHEDRAL CLGS. : T I �" I I DIRECT VENT BO1:1 R 1 R-35 BATT IN ALL FLAT CLGS. 111 :: I S" P.G. WALL OVER = I _ 1 WIT# INDIRECT 1VA11 V- _ : 1 = 52 °` — 1 PHD5 • HOEDOWNS AT ALL - 1 ` -� 1el i I INDICATED CORNERS \ "IN 1b" X S" FTG. 1 1 _ �-- I 6 .y '' 0 I _ 1 9'-D" CEILING ,� 47. S" P.G. FMALL OVER ►_r ry , ', 16" X S" FTG. • 1 - 1 1�;FIBERGLASS '�'� r:; I 'I " �, FEB 6 2016 PHD5 HOEDOWNS AT ALL 1 = I, ,I I '�" L �T�"I ' INDICATED CORNERS 11'-11" >.< 9'�" . I a I ULA-TION 1N c'L'NG W �"GTONE SHELF calvznlG BOARD OF SPP AE • ,... i ' I I L- -6068— 1N12 X 35 DROPPED 2 1 12" P.C.WALL INITH I I - ®' 4" STONE SHELF A 1 •> ;_• `. .. - 1— = �` I '. . k 8" P.C. WALL OVER 1 ; r I — — — — — y — ,� - 2' X 2' X-11 P.G. FTG _ A 1R�1N M. 1G��N1TZ F.E. 16 X S FTG. I • 1 , - 1 # 1 _STEEL 3Li�MN °< �' • GARAGE - — — — — —;v— 1 - LAKE m i-t 1 OCEANSIDE NY • 1 1 �� v I 5Th-166-S105 1 '-0" 1L1N : �n fl :I r STEP FOOTING @ 2:1 I r ' I SEAL SIGNATURE: s 1 RATIO(TVP.) • I • 0 ® 1 2«0' 1 I R-1 FIBERGLASS BATT • ,` :� 1 , IE 1 1 QRpFEvSlQN4�\ '' . .. • .. .X .X 1 P_C_ FTG :11NS LATION 1N CEILING I 4.1' v‘ �1, k sF..., $,� .F C.Y�JALL OVER 1 r = 10" ` I I 1.D.STEEL COLUMN —• 5~ ' �i I = U�;�� �,3�� I� I m 1 1 1 I I �/ : ,.„, 1 " X S" FTG. - .. .� —� \'''' o S" P.G. WALL OVER — — — J 111 S X 3SFLUSH I 1 �! — -; �' •`. 1 r - .• . ., W1 f X 12(PLS ` I r • s3 16 X S FTG. _... n— �b IIr. 1 r r • + . ' t I.'> .— '___•'__.- �� "I_l� 7 Dr THE STR�0 J 13'-11" NOTE' 1 �.. USE SIMPSON TOP I 1 1 1 f:•'I — - ' -- FLANGE MOUNT-.1OIST I _ 14'-10" f.Lin �.. I c�I HANGERS. UNFINISHED 'I STEP FOOTING @ 2.1 I _ y s . . I • k 1 I RATIO(IVP.) L �! ,., MNT •i ` 1 i ell •.< 11' 13' ›, • t° fl 1 9'-0" CEILING = • ►� I :I•- - . . - = 5X55Q. S P.C. WALL OVER 1 r �- 9'=0 CEILING — l'-11 WASHERS L ANCHOR 16" X 8" FTG. 1 `'• 1 1 NOTE: MIN. BOLTS 12" P.C. WALL WITH r I °I �. 1 I _ 1 , 1 ALL DRANIiNGS AND IAiRITTEN N — 4" STONE SHELF ; • L -� 1 ° : MATERIAL APPEARING HERE IN 1-1/4 X 36"X20 GAUGE STEEL IMI `• I `' ° -, +: •'i I �iDNST1TUTE ORIGINAL AND 5TRAP ? 16"O.G.LAPPED UNDER )`fR-19 FIBERGLASS BATT I i . � -1 — — •— I • U r v UNPUBLISHED JAIORK OF THE SILL PLATES a UP INTERIOR PAGE INSULATION IN CEILING DESIGNER AND MUST NOT BE OF PLAYS ON EACH STUD.5-8D NAILS ARE REQUIRED IN EACH 1 I i i • I :- I ,� '- I 1 . DUPLICATED, USED OR DISCLOSED ENI, LNGTH®ALL EXTERIOR \ 5/8 DIIAM.ANCHOR u i NAL,. BOLT'5®32"O.G. F -J-10 �''• 2' X 2' X 1' P_O. FTG I , S P.G. WALL OVER tIT'1-IDUT IRITTEI�1 CONSENT. ' I I .„ I H.D. STEEL COLUMN 1 .1 1 bF, X 8 FTG. FOUNDATION TO WALL CONNECTION I I I . J STEP FOOTING @ 2:1 P•110 X 12(DRO-PPED) - • I1^110X 12(DROPPED) : 1"110 X 12(DROPPED) -=1 : ..: iRATIO(TYP.) `�r q 13 • _ �, +: ` p �', 1 .•. REVISIONS S" P.C. WALL OVER • I I :7 I T - -I a -• r . 16" X S" FTG. 'I I 1 1 0 I. UP- 1 N�• PAT- 1 -0�'CEILING I K WALL FRAMING @ 16"O.G. nt- ! _ p l:J �2 t 1 2X6 = I I . I _ � 'I 1 3/4T&GOSBSUBFLOOR V — 51MP50N LSTA36 DETAIL 9 �- 1 PHDS+iOLDOWN5 AT ALL STRAP @ 16"O.G. PAGE G-1 ��\_/ ^ 16'-5 1116"—� '- 1 m r- �. E. y" :I I d :/ :UWIC1AT D CORNERS 9 1/4 -- I6 _ BCI 90 I JOISTS @ 16"O.G. .- c0 . _ _ _ ;I ' 4"STONE SHELF \ it C I I rI �. — — — _ i X AGQ SILL PLATE <' , ( I -�e 1 -I ,.- - ).•_ (2)2 6 B'MIH - • - y1 �' f I ..t..� - -. ., 111' -nt.,..:.:: .�. :.'• _I fi, TERMITE SHIELD&SILL SEAL R-19 KRAFT FIBERGLASS BATT �: I `_. L— — — — — — — — — — J = ?': ` I J INDEX INSULATION OVER GRAWESPAGE .. ..a d �r ,r J, I 1 A M NT B 5 E E THICK PIP RED _ 12" 3 500 5 POURED A l FOUNDATION PLAN � O FINISHED GRADE 8"MIN.BELOW TOP OF .1101I:= CONCRETE WALL WITH 4" FOUNDATION WALL -t1=II ,•_! STONE SHELF PHD5 HOLDOWNS AT ALL —1 1 A SPRAY APPLIED 1= - TO BE 9'HIGH _ -11=lq�ll:�lf- "�"� � INDICATED CORNERS :•I' .A 2 FIRST FLOOR. PLAN ,_ u—n a"tib=1T=�1 4°CONCRETE SLAB I.;_ • A-3 SECOND FLOOR PLAN x' WATERPROOF MEMBRANE -11-111r�1,'�11=11 � 'III-,,..401 11= � =7�T � A 7f OVER b MIL POLY VAPOR - '- ,, 1:=If.=='��=1 ��. 11-II-II-11:-11=11=11=11=11=11 - 5/8 X 12" ANCHOR DETAIL 14 ,II:. �i=II =ISI•=liaiiIi=4=1E=1I=11011Wii.=ll=11=u.= BARRIER ' :.I 1.:, A-4 ROOF F:RANi1Nf� :PLAN BOLTS 32 ON PAGE G-1 iI-II�11-!1-11.=111-11=11=11=II�11-11=11=11=11=11=11 ' #` X11-11=11=I1=11=11:=1111=11=11•-11=11=11: .11.=11:=11=11=11= i ' CENTER,MIN.2 PER =11=ILII=11.=11=11.=t1=11=11=11=It=11=11-11=11.=11=11=11 COMPACTED SOIL A-5 ELEVATIONS WALL (2)#5 HORIZONTAL REBAR AT TOP OF WALL L ;j`1.7‘::�` A-{2 LEVATiONS VERTICAL#5 REBAR @'i2"O.G. ... •� ��.- ... A-T SECTIONS & PLUMB. RISER iV. r u - A y WITH #5 R EB R W 2 FOOTING 24"X 12 CONCRETE 1 ,� 1 �` i , TO BEAR ON VIRGIN SOIL.MIN.3' 0 BELOW • STEP FOOTING @ 2:1 RATIO(TVP.) • '= •^ A=S SIMPSON DETAIL`S-HEST' FINISHED GRADE I 1 L —I- I CSI M , / A-9 GENERAL NOTES PAGE 1 - A-1 • GENERAL NOTES PAGE 2 / ,, FOUNDATION WALL DETAIL SCALE 112ii :A-11 N/A = 1i-Dn . •/ - 8'P.L.WALL OVER A-1 . N/A • 16" X 5" FTG, A-1 N/A . E 18'-5" >I< 9'b" x 19'-1 Mea' 7'-11" A-1 N/A : LIVING AR-EA A-1 N/A A-1 • N/A 0 si ft SHEET NAME FOUNDATION PLAN PROJECT* 3478 SHEET # .A DATE 11/24/15 A 1 i.. 1f4„= 1"1-0„ MANNO RES. 325 WELLS ROAD SOUTH-SOLD, NY 11111 -4. 4. • 46-3" 3X35Q. < 1115 $i < 2-=11 . --0.'.c 14' 24' ALWASHERS ON •1'-11 1/2" 1'-0 3/4" 1'-0 3/4" +�1 +� ` ALL ANCHOR C >�C 2' 2' 2' 1 1-411 < 4, „ >Z Z" 61_4i1 MIN. BOLTS NO3 w03 w03 w03 1-114 X36"X 20 GAUGE STEEL iMirir • • • ;I - STRAP 16"O.G.LAPPED UNDER w04 ^ =�_ -= MAN NO RES . 325 V'4ELLS ROAD SOUTHOLD, NY 11111 a. 21 N 'y L .. ,r;, d �a 1l . FLOOR JOIST BOX BEAM I I\ ------ /I 1/2 GDXu LJ • (2)2 X b TOP PLATES � I . I 1— T I T 2 X 6 CRIMES 'E- F L— 1 r J C INSULATION 2X6 6 9 3Y i4. / (2)2 X HDR.A5 PER SCHEDULE. (S>i ; 2 X 6 FEB 1 2016 a ZONING BC)/,RU OF APPEALS . _ _ _ IRVING M. KUSNITZ P.E. Is\ I , -,- /: 1 TYPICAL HEADER DETAIL I I - - �,- J � �- 231 LAKE 5T. i 1 NOTE* I I 1 / OCEANSIDE, NY 11512 ALL WINDOW AND DOOR HEADERS SHALL BE (2) 2 X 10 I I / INSULATION NOTES' / UNLESS OTHERWISE NOTED ON PLANS. I I / I 5 l LV_1 LLVV_S105 ki R-19 BATT IN ALL EXTERIOR 2 X 6 WALLS / '-/- __L - - - - - - - - - R-19 BATT 1N BASEMENT CLC_ / �/ \ \ R-30 BATT WITH VENT BAFFLES IN CATHEDRAL CLOS. // 4 / \ R-38 BATT 1N ALL FLAT CLOS. / i � SEAL & SIGNATURE: < / \ < \ 40'-1 1" \ > Of��sieN \ 2'-4 3/4"� \ �a4 M' kc,,��,% \ // �4'-11 1/8" I 8'-41/8" 5'-4 1/4 14-1-0 \\ /r- 7- --ri _ 1'-1 1/4" .FOIE , -1'-9 ?/8"/2" , 2'-8 3/8"F 'v 1' I 1z� ` 2 - - 2 2 * ;: g 4; A Aizi - ; 3-1/2 X 1 -Ite VI. •-. \ \ `�' �°I.1� ■ A 53 — r � F Alin iv W, II I / I _ I — Rl�k \ \ I A / I [.F_ v Q WINDOW SEAT-Q L \ / rev I I , d, i,,— BAT-f:j_r_ri \ 1 1 1- /---\1-- _____Nsi :o I; \\ �'/ 1 CL 9' GLG. I-- — — - - - 1' n r - -, W1 NOTE: - -- -1- z4- B DROOM # 1 v E—5'-0 3/4" : • ( ALL DRAWINGS AND WRITTEN ® `o I �r 9' GLC. 2'-1 1/4" I �° - : : - .Iii ,,- MATERIAL APPEARING MERE IN - CONSTITUTE ORIGINAL AND ` F ", — .J- — — 1 10 1/2"_ — I o UNPUBLISHED WORK OF THE { T I p / \ 1bbB l - a y / \ xr `? W,� m' DESIGNER AND MUST NOT BE i V / �- ! OPENBELOY1 —C DUPLICATED, USED OR DISCLOSED _ice I m O / so n - — -to 16 '1. \ I i, WITHOUT 1AIRITTEN CONSENT. COPPER DRIP GAP WITH SOLDERED SEAMS -da AZEK RAMS GROWN WITH SELF RETURNS '� / Z11 I ' ( 17 / / 03 +fl \ a— \ — . Z 1 5/4X8 AZEK P. L— to1f 7 @ ,� \ \ I A ` / 2668 -C \ \ F �} ` j N REVISIONS CV I 4 /6EDROOI�j�/it2 ' ' \, NOTE' AZEK ADAMS CASING Ji'r 115E StMP50N Top PLAT ICE X / 9' CG. O = /I HOUNTJOr5T'HANGFRS. 1 NO. DATE ISSUE • 8 INCH"GRACE"WINDOW WRAP ON ALL 4-SIDES —"'' cA 1 NOTE' m U5E SIMPSON TOP FLANGE -1111'4.1.G. / I \.: INSTALL 3/4 INCH BUILD OUT A ' MOUNT JOIST HANGil_FtS. l!� _ _ / _ -- -——��` UNDER CASING AND HEAD PIECE , W I \ 8 �Ly' N iy n 14 11 I / \ \ - 1 v I ' 3_'-�4 5/1-6"� _ 1 "� \ \ \ PLAN INDEX 3 1/2 X 71 7f$ YLi IDR.(fLUSH) \- 3-1/2_X 11r. L- HDR.(F,LUSH) \ \'� -# - - - - - - r�-- - - =DAI= = = - - -_ \ \ A-1 FOUNDATION PLAN ' \ / T�', \I— 2 X 10ti�� 1b°O.c. : 71 \4 • \ , \\ A-2 FIRST FLOOR PLAN E 2x 10 G.Jl@ 16"O.G. > —if ,1 . �►— = _=1_1 =1 — \ V v\ A-3 SECOND FLOOR PLAN ;� • I /I in I\ \ . \ , • W15 1^1*5 — J A-4 ROOF FRAMING PLAN v v i =jam = :I if LI - — 1 — s \ , AZEK CUSTOM RUN 5/4 X 3 WINDOW STOOL � I --// W1s i ©� — tW,�3t,- — _ / J \ TEMPERED GL\455 \r— — —1 A-5 ELEVATIONS USE AZEK ADAMS CASING WITH SELFSECTIONS �c i / / \: \ A-6 ELEVATIONS/� pPLUMB. RISER RETURNS ON APRONS / \ - 2'-11 1/4" 1'-8" 3" „3" 1'-8"' 3'-0 3/4" \ 1,_8., 3,, 3,�1.1,_Ey, A--1 / > 3-2 T -f 2'=9" - - - 3'-2" 2 -: - - '-9"3 \\ A-8 SIMPSON DETAIL SHEET // 13' ,3'-2 5/16"_3'=8 11/16";_c_1\ 12,-6„ ?'-6 \N A-q GENERAL NOTES PAGE 1 / / I I \ :\ : A-10 GENERAL NOTES PAGE 2 / < / I LIVING AREA 391-1 V' Nz =( ! I 549 s 1ft 1 — A-11 N/A WINDOW SURROUND DETAIL • 1 I ( ' I - - - - A-12 N/A FOR ROOF FRAMING A-13 N/A [�a 1- 1 - - -- - - -L � SEE -SHEET A-4 A-14 N/A A-15 -N/A A-1b N/A SHEET NAME 2ND FLOOR FLAN - PROJECT# -34-18 . SHEET# DATE 11/24/15 : A.3 SCALE roismissimeimeasimumaimmizsammismeimeremmusinissormomersuardasw. ., MAN NO RES. 325 HELLS ROAD , SOUTHOLD, NY 11 Cl7 i \ 7 c.1' -77 n T - - - - - 7 -1- -I 11.-8:1'.; -1 12:12 `I 2 X12R.R.@1b"-OZ. tu 2 X12 R.R.@1b"D:G. s. < �_ < r« :12 AN < 2 X10R.R.@1b".O.C. > < 2 X10R.R.@16"O.G. ' e: r 12.12 • ) 2 X{4C.T. l3 < @ 4�,�O:G. RE EJVEL, - - - - -A- - - - I —A FEF 6 9° 2 X G.T. I - -T— -i- - - - —� -i � f @ 4 O.G. \ ZUhlNG,r3U,{RU UH F I I2 -X 12 R.R. 116"0.G. I 2 .X12 R.f�.@1b"O:G. A `„ I I C > < > 8. .ct I I 12:12 // IRVING M. KUSNITZ F.E. ,2:,2al > I I I I / 6 012:12 Q 'T �� .. �— 2 XL G.T. / 231 LAKE ST. / ►� r d x / \I \ / 4 x OCEANSIDE, NY 11512 / o �` to / m _- V IH 6 v ^ `D j et X U 3-1/2x 18"LVL RIDGE BEAM /t_ _ � 2 X 10 RIDGE v T <12:12 516-166-S105 ai o a / \ X � \\S, xo X / \ ��CI 0 r SEAL & SIGNATURE: i 2 X 10 R.R.@1b"O.G. 2 X 10 R.R.@16 O.G. \ Y / \ 1 I `/ re 2 XBR.R.@16 O.G. \ 1 e < > 1 n l_S �l- 4/ 4:12 \\ \ 1 477-c- -1---11' 11.0 ��;r, r— `I — — Tv I •:.." Q � A f - , 'n' 1 L ....i. . . ... At dei 12:12 _V- x Iti) id I i. ` :o rySt . ii L _J 1-3/4 X 12"LVL RIDGE BEAM I il {3� = TN ...! Qj - I - - r r; I n BEDROOM *I X X A y v ry v 1: v 92X12 RIDGE - 2X 12 RIDGE 6 IN ~ I: I )( .D A ��, 4:12 :% , / U V ,.).° 2x12Rm. � I°I NOTE: .... Ili ALL DRAIAlIN65 AND iAIRITT-EN �— —I—� ry ithi (Nirv: MATERIAL APPEARING HERE 1N --� CONSTITUTE ORIGINAL AND C a:12 I_ 2 X 8 fiF:R.@1b"O.G. >-- L.___ L— J A _I 4�- Y -a 'I UNPUB1.15HED 1NORK OF THE ��� DESIGNER AMD M{JST NOT BE ,��- 11:1 PUPL{GATED, {USEDORDISCLOSED„_ K311 �,r�° IAIITHOUT AIRITTEN OONSENT. et 0 !� 1 , ICE&WEATHER SHIELD SHALL BE INSTALLED !,ri MIN.24”HORIZONTALLY FROM INTERIOR WALL, 12:12 y qAND VERTICALLY TO ROOF. < pV AilL:. ' ry30 YEAR ROOF SHINGLE - 2 X� C.T.OVER15#FELTBEDROOM # `� �1 {�4l" .G. _i REVISIONS 5/a GDX f tiO. TIT1PLYWOOD r4:12 - - _ - - - 1-VVARIE5 2 Xb G.T. ,2:,2 \ \ DATE ISSUE to 2 X 6 SUB FASCIA I401, 2 X 5 R.R. @ 48'O.G. ��. �,I. B:12 ' '> 16 O.G. 24'MIN. k __ - __ , ..... /4,- N ii / b � 2X12R.R..@1b"O.a x, -2 X122 R.R.-@1b"O.C, \ \{I � , \ 2 X12 R.R.@16"O.G. 2 X 12 R.R.@lb"0.-C. `< CERTAINTEED C > X < > Iav I 1�r/- s TRIPLE 2"VENTED rY I _ — l���� — s� X Fi R.R.(c11FJ"©.G X SOFFIT r: / \ 4:12 _ 13/8X23/4SOLID CROWN -IMI '-' ' - / \ > PLAN INDEX \ d 1 A-1 FOUNDATION PLAN i X b FREEZE BOARD / � \ 3/4 BUILD OUT UNDER / / � - • FREEZE BOARD / U / :1.1 o 1 A-2 FIRST FLOOR-PLAN 1 50FFIT�D EAYE / / - A-5 _ / 4. / ,12:12 12:12 \ A-3 SECOND FLOOR PLAN i'iSCALE 112-1'-0^ / \\ A-4 ROOF FRAMING PLAN NOTE' / Ili / A-�r ELEVATIONS ALL SOFFITS,FASCIAS, FRIEZE BOARDS&CROWN // X r < 2 X G.T. > r X MOLDING SHALL BE"AZEK"OR EQUAL. n / 1 @�} "O:G. ) "� ` X4-6 ELEVATIONS —i`� :121 1 I3 `1 23. A---1 SECTIONS & PL°UNIB. RISER ;c X&R.R. ) @1b"O.G.2 xe R.R., I I A-S SIMPSON DETAIL SHEET 1b"O.G. - -__I- - _1_L-_i A GENERAL NOTES PAGE 1 A-1 • GENERAL NOTES-PAGE 2 A-11 N/A A-1 . N/A A-1 ' N/A A-14 N/A A-15 N/A , A-16 N/A SHEET NAME 1: RENDERINGS PROJECT* ��T 3478 ' ATE �. 11/24/15 _ami4 SCALE 1-/4"= 1'-0" J ICE 8 WEATHER SHIELD SHALL BE INSTALLED MAN NO RES . MIN.24"HORIZONTALLY FROM INTERIOR WALL, AND VERTICALLY TO ROOF. 25 I�lELLS ROAD BO YEAR ROOF SHINGLE OVER 15#FELT ` ( I 1 1 I I I I I 5/5CDX !� ' 4 '• 50UTHOLD NY 11971 A - 4i11iiTJ? 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' 11111111111111111111111. �V _ - _ 1.. -.- - - - - - -- -. - -. _-_--r _- i■r1r1 mum in■r■r1 unimil i■rrrli■rrrr .IIIIIIIIIIII■111■IIIII■■■■IIIIIII► '91111111111111111111111. x ■ `. r` _----- -- --- ----- -- ,�•��■-• ■ ■-• ■_■-�-■_,_•-■_■-•-■_■_•-■_■_•-■_■_ �■r■r♦i■1.1.1.11■1.1.1.11■1.1.1.1.1■rrrli■rrrli■rrrli■■■r1i■■i. ■rrron■r1r1i■rlroi■1111•1 1.11•__ �r r IIIIIII■■I■II■IIII■IIIIIIIIIIIIIIII► 411111111111111111111116 .....A ILM. ..rte■�N...r■� ■r1r1n1.1.1.1Irlrill■rrrli■r1r1n■r1r1n■r1r1n■rrr■n■rrr _ -----..ingi---iiiii - ••..•--- ---- / . _lII11111111111111111111111I i■1.11.11■rlrii■r■r1i■rrri�■r1r1�■�� .��IIIII■III.■■1111■■■IIIIIIII■1111111 .44111■IIII■IIIIII■IIIII ��■1.1.1.1.1■rrr1�■rfrli■rrr1�■rrr1m■r1r1m■rrrin■rrrli■ Imo■. .■■r■■■I11111..Il■rr■I�.II■u■I■■Illlr.r.l■■■Illlr.r■■I■■Ir.II■■ .41111111111111111111111_1111111111.r - ....1111■111■1111111■III.■1,.■.■...................................�.....11111111111111111111111111111 231 LAKE ST. r. . ..r..�..1.1..11...rr.......r.■�.+.r ./IIIIIIIIIIIIIIII) 1■I, 1,■1111■11111111■IIIIIIII■I■IIII■■IIIIII,111■IIII■I■I■11111111,1■■11111111111111■■■III,I■III■I,I■IIIIIII■IIIIi■■ y, I■�� r r 1. r r 1. r / 1.r _1.1.1.1.1. -rrr r 1.1.1.1. 1.1.1.1. _ rrr_rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.rrrrrrrrrrrr1..rr .41111111111111111111 IIII■III■IIIIII,IIIIIIII■IIIIIIIIIIII11111111-I 11111111■IIIIIIII■IIII■■I,lloo/IIII■.■■IIIil mm (11 II 11111111■11111111111■■111111■1■■11■I■■1111111111■■1111111111.■11■■■1■I■11111■1■1■■■ ■.- I■IIIIIII .'iii 111■IIIIII■IIIII■■■I11II■■■IIII■■II■■IIIIIIIIII 11 ■I -i- 1111111■■1111111 _ --- _ II■■■■II■II■1 I ._II ■111111111111111111111I11111111111111111111■11111111,1111I111111I111111111■11111111 11111■■,IIIIlII1II11I11■I■I,1111II■■■.L.., III IIIIIIIIII11■IIII IILIIIIIIII.1111■1111■■II1■IIIIIII■II11I11111 ,I, 111 1.I► II a II■II111■lI■lIll IIIIIlIIlI11I1 I inn II1111111111■111.11.....■11111111■1111111111111111111■111111■■111.1■■■1111111111■■ OCEANSIDE, NY 11512 ■I■111■■I■IIIIII■IIIIIIIII11I111111111■Id\ 11■■ ■,■■■■■■IIII■■■■III■■■■■■111■II■■■■I■■IIII -v 11 -W03- II IIIIIIII■I■■11■1 IllIll■■■IIII II 1111 ■■1111■■■■111111IIih1 _6_ , 1 ■I II�1111■IIII■IIIIIII■I■11 IIII■■■■III■■■■■■■■■■■■1I■■■■■■II■■■■■■1111 111111111111111111111II e 1 'el► III■■IIIIIIIIIIIIIIIII 111■.III■■■IIII..■IIIIII■IIII■111111111■■■III■■111,1I1111■IIIIII■1111 III IIIIII■IIII■11111111111■III111111111111111 L;� it LA 11 ��� 1111111111111111 ■' 111■■III■■i11i I I■1Ii �1:;�11:11111�11111��1 a1 � "► ,I � 11 r � 11■I■IIIIIIIIIIIlI11■■ ' II■I■IIII■III■■IIIII■111111111111111 1111 111.111■11111■1111111111111111111111111111 11 _ SII N.I. 11111.1111111111 1111111111111 11 1111 r IIIIIIIIIIIIIIIII■■IIIII111111■11 -`N04 111 IIIIII■■1111111111111■111111■IIIIIIIIII■IL SIL-.11-1111111111111111 11111111111111 1 11111 - 111111111111111111111 ' -1 1 -WOE- II -Wo3- 1 I- ' 3 1111111111111111111111 III■IIIIIIII■.111■I.II1111111■11■IIIII■■IIIIIII■IIIIIIIIIIII■11111111111 1 �� 11 ;� ■111■■■■■■■,,,II■■■■■■1■ 111■ ■■■■■1111111■■■III1111■■■,I■11■■■■■■■■111II■■■,IIII■■1111■■■■IIIII■■■■,IIII■■1■■I■11111 w,o= II■■■■IIIIiII W,o- i■ IIII ■IIIII■■■IIII■IIIIIII � I i II �i� .IIIIIIIIII■,IIII,II■II y 1■■■■■■■■■■■■■■,II■■■■■■■■■,I■■■■■■1I■■,Il■■■ I 1 5lb-166-81'05 ? 1 I■IIII■.■IIIIIIIIIIII■1111111111111■IIII 111 .IIIIIIIIII,IIII111■■IIIIIIIII11111111111■1■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■1111111 111111■11I1111 1 11111 ■IIII■I■■III■IIIIII■I i � it i -- IIIII■IIIIII■IIl11l■■■ I■■IIIIIIIIIIII■111111■I■■111 1 III■IIIII 1111 ■■■I■■11111■■■,IIII■■■■■■IIIIIII■■11■IIIIIIIIIIIIII■■1111111■■■■IIIII■■,111■11111111111 1111111111111 !I 1111 III.■■■I■II11IIl■■IILi�1■SIL .1L�.111111111111111111111■1 IIII1111■I■■11III■■,IIII11■I111II■■1111 IIII■III■■■■■III■ - •••••••• ••••••••• •••••••• •••••••• ■ ■ ■ ■ ■, ■■■■■II■■■■■■■■■■■■■■■■■■■■I r■■ ■■■■■■■■■■r■■■■■■■■■■■■■■■■■■■UUUU■■■II■■■■■■■■■■■■■UU■!■■■■■■!■■!■■■■■■!■■!u1•■■■■■!■!■ ■■■!■!■■■■11■I I I■■� .IIIIIIII■11■IIII■IIIIl1■IIIII11111.1■.111111111■IIIIII■IIIIII■11111111111111■I■11 - •�r - '�� - �rP- .��l►- !;/r�_MVO PE yrs_ �rP_ P rP_ Pr�_ �r�_ +!�' �- PIS Irif fQ iiili.ilii liiiliIIIlIIIIIIIi�iiillIIIIIIIIIIIIIIIIliiiiili�liiili■iiiIIIIIIIIIIIIIIII�P �n �l�-al. °n1. °n1: �n anaI. �n�. �0�. �0�: �01�. - �Q !1 ,11■IIIIIIIIIIIII■II1,■I■■IIII,■,IIIIII■■IIIII■II11I■■■I11■■■■■■■■■I■■■II11II1■I■I 6i� ed11� edi� 06i� n � neo di� _ _ - � � � `. � ,. � `. � ,. � ,,. ,. .0• ,. � ,. � ,� � ,. � ,. A �. ‘ 1. i `. � r. � �. �;o �. �4 i�, 1■1I■IIIIIIII■IIIIIIIIIOI11111I111111■11111111111■IIIIII■IIIIIIII■1111111■IIII■I■11 ��0 Ilr �� �� ,� 1 �- ,� WIl ��� �,� WIT �,� �, T �,� W- �,� �,0 �. Iel ��� I11I■■■,111■■■■■II■■■■,III■■■IIIII■,IIIIII■IIIII■■■■IIII■■■■1111■■■1111■,IIIII■,II SEAL �. SIGNATURE: '►� ' X ' Y �a �'ic® � '�� � '�® alk "�®S�� `�®� ,�®� .4. .As alio "�®� ` ggp , 4,14 I 1111■■■,1111■■■II11■11,11■IIIIIII■IIIIIIIIIIIIII11111111111111I111■111111■IIIIII■11 ®�� ���, ��� ��� ��!► ��'.� ���. �� �� �� �� �� .. + r r r ♦ . ♦ . r► ♦ ♦ ♦ ♦ 1111111111I1■1111111■1■I■■111111■■■11111111■11III11IIIIIIIIIIII■IIII■■11111111■111 rano* +�tPl- +�tP_ �i��-TMFI. �rP- �rP1 �rP_ �tP4- ,yrs- �rTI �TI 1 AI �tr1 /rrr lrrti, 'l 71 MINI �rTO 1;M7 T M �'� '111111111111111111111111Iii■111111■11111■iiiiii111111liii■i1111111111111111111111111111111 aiMill�snai�sne�i�snesisnai�aPn�:�anai�an��an �nai:�� nai�sna� Anmri�snai:�snai�snai�snusi:�snai:�seai:��ne® e k -- REAR ELEVATION �l 1. ' , r,, 04„r7_____ ;:o. 4:"'. 1!E sf 1 I R NOTE: ALL WINDO WS SHALL BE "MARVIN INTEGRITY - ALL DRAIN NGS AND INRITTEN MATERIAL APPEARING HERE IN CASEMENTS WITH LOW-E GLASS CONSTITUTE ORIGINAL AND 1 1 III III A - UNPUBLISHED WORK OF THE 9411 ■1.iis1■iiril■1.i�! DESIGNER AND MUST NOT BE WINDOW SCHEDULE 1� i,� 1%4Ni■1. Ii��` DUPLICATED, USED,OR DISCLOSED NUMBER QTY FLOOR WIDTH HEIGHT '■ ■ ■ ii ■ ♦ ■ Ai ■ ■ ■ ■ ■ WITHOUT WRITTEN CONSENT. W01 2 1 20 " 14 " 1_ : : 1_ ■ ■ 1_ ■ ■ 1_ ■ ■ 441 �i�iil�i��r � �.• - ------- -- ----------- -----•- - ■111•11■i1ii1■rlurnais 11■i milIiai11•i1■i11•s1■nits.■ilasur-wiiiills■■i1r■1ir11•■i■iiii.:rlrsliiilii W02 b 1 20 " 58 " 11■1.,i■1■imi1■i1nSIN■r#,M■r■111.1.■i1r■.■11thEMI MNElm■ NIr1\9'11■i1maggeNW IOR )JIM W03 14 1 24 " 24 " 1•111io1•s.■i11•■i■MAIM. MIIIIM.■rIr■1■■>irr■.■i11■■.■ilr■i1■iir\ ■lrii■r1r■.■i1r■.■i1r.A■■ili111■111•111■1.lis1■r1rit■r1r ■r11•V1■11■ii1.■.■il1<rr■ilrrr■i1.moo �.0 .I " I�manorm��rnr .Ir■1■■nits.■i1r1r■ilr■r■i1�■.■il1•>r.■111►fit: limn 1`i��i���■rte■im imi■�nu �.■nisi■i1ii1■i11•i1■1.1ii1■ilii.■iiia.■1.L W04 1 1 26 72 ri1■r1ii1■mitis■r':�ii1■1.,x■1■iiiil■ mil■r1i■1■liii■1■r1ii1r. v11•i1■iiiii■i uiviiri1innei■1■■ - - " - ■oilrs.■moth■1.11•■r�iii■■■i1ri1■i11•i1■1■11•i1■i,r■1■1.1rs1■rIr' Ai ,iiiil■i1ii1■i1ii1■i1ii1■ilim W05 2 1 28 10 ■ ii.■i1i■r■ilr `•■inti.■r,ri■■i11•i1r1.oiil■roiii■1.11•i1■i' /■I■. ,anis ■.•■mows ■iii■.■Ili■■■lois REVISIONS " " i1■i1r■1■r1is1■r `111■iii■1•■Ili■i■iii■i■i1i■i■ilii.■i1r■w .II■1.I. 'ruin.■iii■.■itis.■ilii.■iii WO6 2 1 28 58 ■•■i■ilr■1111.► \i.■ilrsi1111.■1■r1ri1■iorsillrli■.■ioI +.■irli■1■iiiiummie ■1■ir1is11rr �i• 1.111111.1111■ilii.■iii■.■i1r■1■■i1i■1■■r •II■IIIIII. W07 1 1 38 " 10 " s1•r r o r�, /1111. Iii■ilr■i■ili■.■ilrm n•1si■i■ilir� ,I...I■■I■I■1. �r minim i■iii■.■iiii.■ill■ie 1 !i.■ilii.■sir■.■i1is1■ilii NO., DATE ISSUE " „ I1■i11•s1■rlor 41■I■■11, q■■■1■1.1■�i■■ii1•i.■1.11•ii■ri1•i1■1.r ./1111■■11.1.1.1\ ai■i■ior■i■ilii.■iiia.■ii■ WOS 1 1 38 12 rtii■i1■rii■r• 4 111111111. `mina r rlr r 1r1ingeir mmea r ii■iiii,■iiilii■Li ,r1ru Irliii■®iii:miiil rlrii■iilro W09 6 1 38 " 14 " �r noir l r .iiiiiiiiiiiiiii►. ::::::::::::::::::::;m7==.1=7.z.mi:i.■riiii.■ioii`1■io1•i1■i1rs1■ilii.■ilii.■rW10 9 1 38 " 58 " i r1i�• •,■„IIIIIII■■■,111►. �r�iirii■iirii■ilii■�io��r � ■■,■1,I, IIIIII, II111L. th■MMIlla111■Iris■r, 411,■■III■■I.■■IIIA..■ .N;� ;r �r; .iiiiiii:iiiiiiiiii�iil�IiL. lii.■i1r■i■i W1 1 3 2 18 " 36 " ■runt' /■111111II■11■■,111■I■1■I► •i■1■iliil■ioiil■r1� \i1■ilrii■iir■r■rlri 41■ilii.■iii■■■ill � 11■ioi /IIIII■■III11l1111111111111�► .1•r■.■r.r■.■rlr■.■r 411111■■11■■111111■■■11111111111■111. ri.111i1■■i1■ri______ ■ .,. W12 2 2 20 �� 50 " i♦■i■r •111111,1111■1111111111111■IIII► •011.1.■rim.■ilisr .I■■■■■■■■■1.111■■■.■I■IIIIIlllll■■■■1► �is1■il■■1s■1■ii1•■■1■■ ■1rr' .IIIIIII■lhll■llIl■I1llllllI,■lll1► rrliii■irlri.rl P .■IIIII■IIIIIII1IIllI11111■I■IIIIIII,IIIl► 4ri.■riii.■i1ii.1 k .1111. W 13 4 2 20 58 ■mi /I1llI1■■1IlllIllIIll■■IlI■■■■111111. Ittiii1•i1>rii1•.I IIIII■■■1■IIIIIII■■I■■1II■IIIII■■■■■IIIIIII :>fr■■.■m■r■>rf>rrr■ . .1111111. ,� ,, r l •- -• ....�� .�.��� , .-- -. --- ----- • 1rr' /.IIIIIIII■1111111��111111III,1IIlI1I11\ I ■�■r1ri.■i_ _ IIIIIIIIIIIIIIIIIIIIII1111111111III11,IIIIII_--Jri.irl■t■.�r1■Ilr■■ .1111111111. W14 4 2 24 24 JII■■■.IIIIIIIIII' 4lI111lllIIIII,11I. sp■m.+rs■■m. irt111111111■.■■IIIb ' IIIIIIIIIIIIII■IIIIi.■..n■Illlr.U.+■mlri+r■■ .■11111111111►, 2 24 n u . _ limumi _ _ ,`•__+•`r__+•`•`_+■ PLAN 1111111111111■I■r ,����1``IIIII111111111111 , 11111■i■11111111! �® �•IILIIIIIIIIIIII PL.�N N D ■■,■■■III l■Ili■■11■11o■II■1111111II .Iiiiiiiiiiliiiiiii►. W 15 2 2 28 " 10" 12Ilii1iiiii%••��••� • ......./1111111111111111111111111111111111111111111 111 i�iiil�,i■iiiiiiiiiiiiiiiliilel�iii111i 1••111 �, ` -....■.iii■iil�,,111I1■■1■IIe1Il■■1■■■e■III � .A-1 - _FOlJ.NDATIDN .PLAN 441■■■■II■■■■�I■■■■■■■. 1"116 2 i■■n1■I■II lIl I, ... ,I, II ®'�. 1, .II1111IIir- 4i,IIl■I■► II,IIIIIlI1IIl IIIIIIII1111111111I1I1111I11I1II■IIIIIIIIII IIIIIIIIIIIIII■IIIIIIIIlI11■■11111 r■.■i1r■■■ilr■.■i1r■.■i1r■.■i1r■. _ 44111111■111 A 111■II11■► W17 2 2 28 50 M11111111111 ' I■111111■1111111■1111111111111111111111 M 1111■■11111■IIIA■I■1111■1III.1111■MMIII�rir■.■i.lrii�MEIMO MIENIE■►r1 A-2 FIRST FLOOR PLAN .IIIII■111111 I■111■I"► W18 2 2 38 " 10 " imiulIIWI M III11■11111111111inumII1■IIIIIIIIIIIIII mum' niIIIIIIII■■■IIII■11111111■11111■1.1ri1■roril■iiri■i■i11•i■i■1.. - �II111I■,11111 I■■■■1111■■1► �� �� 11111■■1111111 _ - l 111111111111iiiiiiiiiiiiiiiiiiil1liiiiii1 - - - - 11111iii11iiiiiiiiiii.iiiii111111i,lir 1r� 1E1� 1r� 11.` 1��ll a, m A 3 - SECOND FLOOR .PLAN .411■111111■1111 -®- 11■IIII■I■111. W1 GI 2 2 38 58 I���111■IIIIII II ■ AMMONIUM! 11II11111IIII11. �� �� �Mr��■� r��■���1111111I11 III,IIII■11■■■IIIIII■■,I111I1111■IIIIIIIIII Iiiiiiiii�iiiiliiiiiiiiiiiiiiliiiilll`1�1��1:1�i�:�>r1�+r 1�����1r�1:� A-4 ROOF FRAMING PLAN 'I1I11111,11111111 y II■I■11111111■11. 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FRONT ELEVATION DATE1/24/15 Am. , , SCALE 4444 ... , ,..*Afitirs, MNNO i�ES. �lr■■imi10rc�� is�■I'It 325 I�lES RO, D ICE&WEATHER SHIELD SHALL BE INSTALLED /ttttttttt► �r.■rl�r.l,�■��1��■��It■■��It■■■� SOUTHOLNY 11 T11 MIN.24"HORIZONTALLY FROM INTERIOR WALL, Atl �°��,+\ ��.■.�1�.■.�1��■��.�.■. 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I -IST FLOOR 1C.O _ -ic.0 _ 1r C.O C.O y R-19 BATT IN BASEMENT GLC. 1111 ® -� -®- =_ SHOWER R-50 BATT WITH VENT BAFFLES IN CATHEDRAL GLG5. T 2''N 2W as - zwa CI GO I 2'w 3tiY R-5b BALL IN ALL FLAT GLG5. cT 2XSG.J. illi. � 16" OG. � � Ii 12 tr= y j 12-0 A.F.F. `� CONTINUOUS W 10 X19 OVER DOORS V414"STEEL ' _ VEt1, COLUMNS TO HAVE A CONTINUOUS LOAD PATH TO 4 3'S - 4"W AIR ,,0 TOP OF FOUNDATION WALL&BE FASTENED WITI I i m —vENT FEB ; Q� 1. _ 0/II - I11 BA-SE PL12 ANCHOR BOLTS AT EACH COLUMN %Illii'_ ■ BuI�PING CUItiII�p� ®qr®OFgpp,; s NI i f cro N Lgl4 ji:� , I -- ' 4'DIAM.C.I 4'DIAM.CA _ NOTE: NEW FIXTURES TO COMPLY W/ am tm NEW YORK STATE D.E.C. CONNECT TO NEW VIII,1 __ ___ __L __ +4�;: - REOUIREMENTSFORCERTIFIED - SEPTIC SYSTEM Mill WATER SAVING PLUMBING - MF'E7a � cW02_ =1NOb- =WOb� '_W02_ 111 [V i-NI FIXTURES - IRVING M. KUSNITZ P.E. `� liii IiI — Rill 111111 ill I PLUMBING RISER DIAGRAM 23cl LAKE ST. , lir*laiM MASTER '' OCEANSIDE, NY 11512 BEDROOM III 403 [CilLA,i/ II \ L N -_---'ile1111111111MITION1111111111111111111 .1111111•11 lAmillitaljm.11[111- • 516-X66-805 (V m - SEAL &SIGNATURE: STEP FOOTING @ 2:1 I 111 RATIO(TYP.) UNFINISHED BASEMENT QRp'FESS1 E� •* ': . c 240#30 YEAR 6AF ARCHITECTURAL ROOF 4r ' .a SO#FELT 12 A ._, >�f '�. '..i� <1.- -ICE &WEATHI=R SHIELD SHALL BF / ���, `p ,c'` INSTALLED MIN.24"HOROZONTALLY 9 /�`o T. -6 �'s FROM-INTERIOR-WALL,AND SigTE VtR I IGALLYTO ROOF. SECTION - SIMPSON H25 / 1 R-38 KRAFT FIBERGLASS BATT 1/2 COX PLYWOOD — INSULATION 0 FLAT CLOS. 2 X 6 SUB FASCIA .48 ►.il1C.111111111111111111' 11111111111 -6"ALUM IM UM BUTTER ,i� eleieielelemieieleieieieleielePlgin noleleleleleleieisou— SOFFITED EAVE DETAIL 1 = ,21 1/2 DRYWALL ON ALL CEILINGS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERE IN 1 X 8 AZEK FASCIA BOARD _ 2)2 X 6 TOP PLATES CONSTITUTE ORIGINAL AND CERTAINTEED VENTED — --------- --------------R-1C1:KRAFT FACED=INSULATION - _ UNPUBLISI'#ED WORK OF THE A VINYL BEAD-BOARD El-- 1/2 DRYWALL DESIGNER AND MUST NOT BE 1/2 GDX PLYWOOD 0�1=RUBFLaOR DUPLICATED, USED OR DISCLOSED 2-3/4 SOLID GROWN AZ; WITHOUT WRITTEN CONSENT. 1 X-6 FRIEZE BOARD WITH 3/4 BUILDOUT — 3/4 T& 6 055 SUE/FLOOR 12 SLMPSD-N LSTA36 DETAIL 9 STRAP 0 16"O.G. PAGE G-1 I ? i 11 I 1 I I z 11-1/8 BCI 90 TJI FJ 0 1 b"O.G. REVISIONS NO. DATE - ISSUE 12 \ . _ 1/2 DRYWALL ON ALL CEILINGS 141111111111N 11--. l\7 tr _ 6— MAIBEG CEDAR SIDING W/5" EXPOSURE (2)2 X b TOP PLATES ` IN t R-19 KRAFT FACED INSULATION _ /1 � TYVEK HOUSE WRAP � 1/2 DRYWALL - >! 1/2 GDX PLYWOOD 1/2 GDX PLYWOOD OVER SUBFLOOR PLAN INDEX ■ �, _ 2 X 6 WALL FRAMING @ 1b°O.G. A-1 FOUNDATION PLAN 51MP5DN L5TA36 DET�41L 9 • • = 3/4 T& G 05B SUBFLOOR A-2 FIRST FLOOR PLAN W.LG• M - I r o - STRAP0 16"0L. PAGE -6-1 I' ` A-3 SECOND FLOOR PLAN I �— Ic — PH05 SIMPSON �DAET -I 1 \ II . i . Nt -it I_— 11-1/8 BCI 90 TJI -FJ-Q 1.6"-O.-C. - - A-4 - -ROOF -FRAMING PLAN 11 HOEDOWNS A5 REQ. -4-_: i ...... .j- . (2)2XbAC0SILL PLATE ,�. , ' ] A-5 ELEVATIONS ISI\_ TERMITE SHIELD & SILL SEAL R-lq KRAFT FIBERGLASS BATT im— ii- iiii A-b ELEVATIONS K y W I ' _ I' -INS-U-LAT-ION OVER CRAWLSPAGE ,, ..■ II �1 VARIES A-'I SECTIONS & PLUMB. RISER A FINISHED 6 RADE 8 MIN-$FLD +1 TOP OF �Ij�ri�='i 12" POURED CONCRETE WALL , _8 SIMPSON DETAIL SHEET - FOUNDATION-WALT �� "? _ /_-11'11—II'�a A-9 GENERAL NOTES PAGE 1 o �.�-1II—T 7:'� �. , ,,� , ,,.,.sg s- .,,w '$.'i r 4" POURED CONCRETE SLAB '- A-10 GENERAL NOTES PAGE 2 GARAGE — " "—"'—"""' " l " on OYER 6 MIL POLY VAPOR BARRIER 11:=11, t.ss: re I I —i��z—'D�_ ILS=�C=��--�� X11.=�,—I!�..:� _ I 1I= —Il— IL-1=1LJL II----''II 5/8 X 12" ANCHOR DETAIL 14 11- f1=I!-11=II=t-11�=11=11-11 ➢I—fl�l=lf 1111-11 71C A-11 N/A BOLTS 32"O:G. WAGE 6-1 _ -I1 7I=TI'=7=Er.ri. — 7-1-�I=7C=�I4— =ICS=�I ir IL�Ji 11=D=�����11 _a= I—n��I I--'I �'E A-12 N/A b"POURED CONCRETE MIN. 2 PER WAEL -�I—I�II—II=IL-�Iwl�-ll—II Q�[1=II�'tII- Il. BIW 11=x-11 SLAB OVER WIRE MESH n��r ive -nr •�r -n�v—ar•m row nom "GRAVEL BASE OR A-13 N/A PITCH SLAB 3" (2)#5 HORIZONTAL REBAR AT TOP OF WALL COMPACTED SOIL 1, &VAPOR BARRIER Y VERTICAL#5 REBAR Q 12"O.G. A-14 N/A --1, '� WATERPROOFING MEMBRANE A-15 N/A 8"POURED CONCRETE WALLS ON 9, W A-16 N/A m GRAVEL lb"X 8"FOOTING WITH 2-#5 REBAR SHEET NAME SECTIONS ` r SECTION 3 _ 24"X12" CON CRt I t FOOTING Y�IITH 2-#5 REBAR - SECTION 2 TO BEAR ONVIRGIN.SOIL.MIN.3'-b"-BELOW - FINISHED GRADE TYPICAL. LL SECTION I PROJECT* 34/5 SHEET 4k DATE SCALE = N .T.S. - SCAL1E/24/15 A./ ., - 1/4"= 1',O" - x .'., I 1 MANNO RES . • . N+4 aw---- °NAILING SCHEDULE �2 W LL5 A� JOINT DESCRIPTION #OF COMMON NAIL SPACING ��UTHOLD ( •� •� 1 //// • _ _ ill NAILS 1 1 .00 1 �` ROOF RAFTER.SEEROOF FRAMINGFRAMING PLANS. FUIT4JTED FTP PLATOE-NAIL ) 3-8dPER RAFTER • +//1444: j_( J ILINTO TOLATE(TONAILED) 3-8dPER JOIST �� MODEL MEMBER SIZEFASTENERS EINO PALEL RAFFACE-NAILED EACH LAP ( 816dNS(FACE-NAILED) 8 16d EACH LAP FRAMING PLANS. MEMBER CLIP COLLAR TIE TO RAFTER(FACE-NAILED) 3 10d PER TIE END „ 2-8d EACH END HRC22 1 9/16 2x OR 16-10d x 1 1/2 2-1Qd x 1 112 RIM GUARD TO.RAFTER.(END,NAILED) 2 16d EACH END AVG. MODEL MEMBER SIZE FASTENERS UPLIFT , ,I l 314 WIDE N0. TO TO ULT. W/SECURE 8D NAILS COLLAR TIE RAFTERS PLATES ( ) WALL FRAMING _ MATERIAL:HRC22 HCP2 2x 6-10d x 1 1/2 6-10d x 1 1/2 2017 FINISH:GALVANIZED MODEL GA. DIMENSIONS FASTENERS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 1 PER FOOT i; NO. INSTALLATION: TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EA. SIDE W L NAILS USE ALL SPECIFIED FASTENERS. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. MATERIAL:18 GAUGE. ON END OF RIDGE-USE OPTIONAL DIAMOND HOLES ON HRC22 AND HRC42 TO SECURE HEADER TO HEADER(FACE-NAILED) 16d 16"O.C. @ EDGES FINISH:HCP2-GALVANIZED OR Z-MAX;HCP4-GALVANIZED. LSTA30 18 1 1/4" 30" 22-10d THE HRC.BEND FACE FLANGES ON HRC22 BACKFLUSH WITHRIDGE AND COMPLETE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 1-16d PER STUD , NAILING. INSTALLATION: HRC22 ON FACE OF RIDGE-ADJUST TO CORRECT HEIGHT AND INSTALL NAILS. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d 1,2 PER FOOT r USE ALL SPECIFIED FASTENERS. DOUBLE BEVEL-CUT HIP MEMBERS TO ACHIEVE FULL BEARING CAPACITY. END JOIST OR BLOCKING(FACE-NAILED) ATTACH HCP TO DOUBLE TOP PLATES;BIRDSMOUTH ONT REQUIRED FOR TABLE LOADS. THE HRC MAYBE SLOPED TO 45°WITH NO REDUTION IN LOADS. INSTALL RAFTER AND COMPLETE NAILING.RAFTER MAY BE SLOPED TO 45°. °ROOF RAFTERS TO TOP PLATE FLOOR FRAMING c�I��� °(HRP) HIP CORNER PLATES °TENSION STRAP @ RIDGE °COLLAR TIE TO R.R. WHEN C.J. ARE OMITTED RFL, EV D E TA I L DETAIL (TOE NAILED) 4gd PER JOIST FEBDETAILr2::iEgTIA41 ::4 ‘ BRIDGING TO JOIST(TOE-NAILED) 201, 4BLOCKING TO JOIST(TOE-NAILED) 2-Sd EACH END LQ BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK NING BOARD SCALE: 1"=1'-0" ALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" -LEDGER STRIP TO BEAM (FACENAILED) 3-16d EACH JOIST Ol APPEAL JOIST-ON LEDGER TO BEAM.(TOE-NAILED) 3-8d PER JOIST • BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16d 1 PER FOOT r IRVING M. KUSNITZ P.E. _ ROOF SHEATHING , di{ 239LAKEST.1 DIMENSIONAL WOOD STRUCTURAL PANELS gd6"EDGE/12"FIELD DIAGONAL BOARD SHEATHING OR MICRO LAM-BEAM.IDCEANS1 DE NY 115121 T FLUSH MICR LAM HEADER. SEE_F-RAA�IING PLANS. 1",X6"0R 1"X8" 2-8d PER SUPPORT t 1"X10"OR°WIDER 3-8d PER SUPPORT a CEILING OR FLOOR �� .•• ,,,,h, � _ � . JOISTS.SEE FRAMING CEILING SHEATHINGb-'7b-S'1O5 ,d( ' SECURE JOISTS TO GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD .-Lth''.11110 Mk ei( GIRDER OR HEADER WITH{1LGLT}OR WALL SHEATHING • SIMPSON STRONG-TIE {\LHGLT.BEAM BANGER}AS MFTR'D. > METAL JOIST HANGER BY S MPSON STRONG- T L PANELS gd 6"EDGE/12"F[ELD SEAL & SIGNATURE: - MODEL GA. FASTENERS Simpson Strong-Tia #LUS28 TIE. (DEPTH AND BEAM FIBERBOARD PANELS =HANGER TO 1NATCH 7/16" 6d 3 3"EDGE/6"FIELD �pfESSId1,1`4l NO. THAT OF JOISTS). 258d 3"EDGE/6"FIELD © Q E,g, TO TO TO UPLIFT SP4 MODELODIMENSIONS FASTENERS P,AFTERSITRUSS PLATES STUDS W L TO TO 4`` O m' KC' ,0' 118 18 5-10d x 1 1/2 5-SDS 1/4 x 1 1/2 8-8d 745 STUDS PLATES GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 4''',.-4‘." ��� `<<1' ) HARDBOARD 8d N/A `' c SPH4 3 9/16 8 314 10-10dx1 1/2 4-10d �.� ���,1 . ; PARTICLEBOARD PANELS 8d (SEE MANUFACTURER) , ' r:j• - , : i AI DIAGONAL BOARD SHEATH ING 1"X6"OR 1"X8" 2-8d PER SUPPORT .• ° PLATE TIES °FLUSH MICRO LAM HEADER FLOOR ASSEM °FOISTS TO FLUSH WOOD OR MICRO LAM GIRD R OR H 8 WIDER 3-8d _ PER SUPPORT ,ti •, ' -.� HURRICANE TIES °(SPH) STUD @ FLOOR SHEATHING op rHE STO e`` 5,- DETAIL DETAIL (--7 DETAILfr'QN DETAIL STRUCTURALPANELS n- r n � ".- '-0" _ 1"OR LESS 8d 6"EDGE/12"FIELD SCALE: 1 -1 -0 J SCALE: 1"=1'-0" SCALE: 1"=1'-0" +���• 1 '1 GREATER THAN 1" 10d 6"EDGE/6"FIELD DIAGONAL-BOARD SHEATH ING Use every other nail hole LENGTH 2ND FLOOR WALL MODEL DIMENSIONS FASTENERS #' 1"X6"ORI"X8° 2 8d PER SSUPPORT in a row t provide the1"-X10"OR WIDER 3-8d PER SUPPORT code-required minimum irEND ANCHOR NO.OF SIMPSON - center-to-center '# LENGTH PROVIDE 1-1/4"X 20 GAGE GA. W H B I'L' DIA. SDS 114x3 WOOD spacing for nails STRAP W/(4)8d COMMON 5C,�tv '� ,F, NAILS IN EACH END PHD5-SDS3 14 3 119/16 2 7/8" 13/8" 5/8 2-f0 x��I/24. I �� � '' , itoi 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. J OT : :� , " IF WALL SHEATHING tS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, 4.1 cLEnRPROVIDE#LUS26 II NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATEALL DRAWINGS AND WRITTEN SPAN °— MTL.JOIST HANGER CONNECTORS, SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. MATERIAL APPEARING HERE IN t BY SIMPSON STRONG- MATERIAL:PHD5-SDS3rt' /� TIE. FINISH:GALVANIZED1 2 WHEN WAWLL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED#OF CONSTITUTE ORIGINAL AND o`1 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 16d NAIL PER FOOT. UNPUBLISHED WORK OF THE INSTALLATION: 4a' USE ALL SPECIFIED FASTENERS. ` �� DESIGNER AND MUST NOT BE Provide minimum LENGTH 11 :: PLACE THE PHD OVER THE ANCHOR BOLT. °' 3 CORROSION RESISTANT 11 GUAGE ROOFING NAILS AND 16 GUAGE STAPLES ARE PERMITTED, CHECK DUPLICATED, USED OR DISCLOSED • end distance - I INSTALL SIMPSON'S CODE-RECOGNIZED SDS 114x3 WOOD SCREWS,WHICH ARE PROVIDED I� IBC-FOR ADDITIONAL REQUIREMENTS Equal number of f \ WITH THE HOLDOWN.(LAG SCREWS WILL NOT ACHIEVE THE SAME LOAD) _ FOR HOEDOWNS,PER ASTM TESTSTANDARDS,ANCHOR WITHOUT WRITTEN CONSENT. specified nails ,, FOR AN IMPROVED CONNECTION,USE A STEEL NYLON LOCKING NUT OR THREAD BOLT in each end r Simpson Strong-Tie ADHESIVE ON THE ANCHOR BOLT. '` NUTS SHOULD BE FINGER-TIGHT PLUS 113 TO 1/2 TURN ° HIGH WIND ANALYSIS • CS Coiled Strap '- PROVIDE#LTS12 STRAP SEE SSTB ANCHOR BOLTS,PAGE 18,FOR ANCHORAGE OPTIONS.THE DESIGN ENGINEER I WITH • ' MODEL GA. DIMENSIONS FASTENERS W/FASTENERS AS PER MAY SPECIFY ANY ALTERNATE ANCHORAGE CALCULATED TO RESIST THE TENSION LOAD A WRENCH,WITH CONSIDERATION GIVEN TO POSSIBLE NO. MANU.SPECS BY FORA SPECIFIC JOB.ANCHORAGE LENGTH SHOULD TAKE THE BEARING PLATE HEIGHT OF444 - -FUTURE WOOD SHRINKAGE.-CARESHOULD BE TAKEN ' ° MISCELLANEOUS PROJECT DATA , W L NAILS SIMPSON STRONG-TIE. 1 5/8"INTO ACCOUNT,TO ENSURE ADEQUATE LENGTH OF THREADS TO ENGAGE THE NUT. I I U NU I UVLK-I UKUUE I HE NU I. REVISIONS FOR 3x SILL PLATES USE SSTBL. LSTA36 18 111x'^ 36" 26-10d TO TIE DOUBLE 2x MEMBERS TOGTHER,DESIGNER MUST DETERMINE THE FASTENERS - LOCATION: SOUTHOLD, NY - - {DIAGONAL HATCHED REQUIRED TO BIND MEMBERS TO ACT AS ONE UNIT WITHOUT SPLITTING THE WOOD. , -WIND ZONE: 110 MPH NO. DATE ISSUE AREA INDICATES:} • EXPOSURE: B EXISTING STONE AND MEAN ROOF HEIGHT: 33'- BRICK VENEER. i - ROOF SPAN: 22Y0" °(LSTA36) FLOOR TO FLOOR TIE °STRAPPING DETAIL @ CANTILEVER °(PHD) PREDEFLECTED HOLDDOWN DETAIL @ -FNDTN" WALL , =DESIGNED ACCORDING WITH: WOOD FRAME CONSTRUCTION MANUAL - . FOR 1 &2 STORY DWELLINGS /- CHAPTER 3 PRESCRIPTIVE DESIGN DETAIL DETAIL \` DETAIL ROOF RAFTER/ TRUSS TO TOP PLATE CONNECTION10 11Li-9- N. SCALE: 1" 10" 1'-0" SCALE: 1"=1'-0" (PRESCRIPTIVE-DESIGN) PLAN INDEX -- 1 SCALE: 1"-- A-1 FOUNDATION PLAN *UPLIFT =236#PER TABLE 3.3 (SEE DETAIL#2 FOR CONNECTION REQUIREMENTS) A-2 FIRST FLOOR PLAN f. °LATERAL&-SHEAR PER TABLE 3.4A (PROVIDE (4)#8d COMMON NAILS @ EACH R.R.&C.J. CONNECTION TO TOP PLATES(TOE-NAILED) A-3 SECOND FLOOR PLAN � II WALL TO WALL CONNECTION • A-4 ROOF FRAMING PLAN ,..101" (PRESCRIPTIVE DESIGN) A-5 ELEVATIONS ��/ °UPLIFT =NOT USED#PER TABLE 3.3a (SEE DETAIL#9 FOR CONNECTION REQUIREMENTS) A-b ELEVATIONS — _ °LATERAL-&SHEAR PER TABLE 3.3A (PROVIDE(3)#16d COMMON NAIL PER STUD TO A-7 SECTIONS & PLUMB. RISER f > ` I a PLATE-CONNECTION I �1a"ANCtiORBOLTS A-8 SIMPSON DETAIL SHEET o ....---(12 \—= - FASTEST-MILE WIND SPEED m _� • ' (MPH) WALL ASSEMBLY TO FOUNDATION CONNECTION A-9 GENERAL NOTES PAGE 1 -=`` • A - TABLE 3.2A A-10 GENERAL NOTES PAGE 2 1 o c ;e b 1995 SBC HIGH WIND EDITION 110 (PRESCRIPTIVE DESIGN) • °' ' •' °UPLIFT PER TABLE 3.4B (PROVIDE(4)#8d COMMON NAILS @ EACH END OF A-11 N/A ° o - 6 I ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT 1/4"X 20 GAGE STRAP � , . o / d CONNECTION SUPPORTING EDGE NAIL SPACING(IN.) SPACING(IN.) SEE ELEVATIONS FOR LOCATIONSA-12 N/A ' talA-13 N/A • PER TABLE 3.2B (PROVIDE 5/8"DIA.ANCHOR BOLTS @45"O.C. °RR — • • SILL PLATE TO FOUNDATION'2 STORIES - ALL - @-32"o.c. WITHIN I'-0"OF ALL CORNERS AND MIN.2 PER WALL A-14 -N/A F 4Itif 1:2.4 MODEL STUD EMBEDM. MINI. MIN. .$;$ ;$ o 0o NO. L DIA. DEPTH' END EDGE I (CRAWL SPACE OR BASEMENT) o �$ o •$• DIST. DIST. A-15 N/A • • $ o •$. A-16 N/A RFB#5x5 5 5/8 31/2 2 13/4 °LATERAL&SHEAR PER TABLE 3:2A PROVIDE U5/8"DIA ANCHOR BOLTS SHEET NAME - 2" MINIMUM SIDECOVER @45"o.c. - - G' I SIMPSON DETAILS Simpson Strong-lie °OVERTURNNING PER TABLE 3.17E HOEDOWN CAPACITY TO BE 3488#PER STORY PB44 (SEE DETAIL#14) °(RFB#5x5) BP/LBP BEARING PLATES °ANCHOR TYPE A L-BOLT HOLD DOWN DETAIL @ FNDTN. WALL PROJECT* 34/8 SHEET it n13 ) DETAIL L DETAIL DATE DETAIL 141SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" 11/24/15 , ... s SCALE 1/4"= 1'-0" DIVISION 1 -GENERAL REQUIREMENTS b.Horizontal Shear:Fv =75 PSI MAN NO RES. c.Compression perpendicular to grain: FcL=405 PSI a.Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should 1.Work performed shall comply with the following: d.Compression parallel to grain: Fc =875 PSI adequately brace the top chord plan. However,when gable end trusses are used,continuous 2 x 4 braces should be • �5 JAIELi.5 � . a.Ti '=se general notes unless otherwise noted on plans or specifications. e.Modulus of elasticity: E=1,600,000 PSI installed ata 45"angle to the truss framing. These-bracesshould occur.at-3-points on each gable end: :midspan AD b.Building Code as specified on the architectural drawings. f.Moisture content: 19%maximum. between roof center-line and wall on each side of center-line and at center line of roof. • c.All applicable local and state codes,ordinances and regulations. b.Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace OIJ MOLD, 11c111 d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it compliance with manufacturer's specifications and/or recommendations. 3.Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19%,air dried lumber is crosses. Install this bracing at all gable or end wall conditions and at 14 foot minimum intervals throughout the truss 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a system. WINDOWS:his subcontractors minimum amount of checking,comparable with air dried stock. c.Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows 1�1 INDO y V�1S: CODE COMPLIANCE 3.Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in minimum are required located at the 1/4points-of the truss span. Securely nail.these braces.to-all members that it consult Architect in case of question. accordance with AF&PA standards and stamped"Ground Contact 0.40 lbs/cubic foot". crosses. NOTE: 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. 5.Grade stamps shall appear on all lumber. S.Wood Floor Trusses: ALL WINDOWS IN HABITABLE SPACES MEET 5.Discrepancies: The contractor shall compare and coordinate all drawings;when in the opinion of the 6.Store all lumber above grade and protect from exposure to weather. 1.Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All REQUIREMENTS OF THE THE NYS BUILDING CODE contractor,a discrepancy exists he shall promptly notify the Architect,in writing, before proceeding with the B. Flitch Beams: spans,joist depth and spacing to be verified by manufacturer's.Shop drawings indicating.calculations,loading,load FOR LIGHT,VENTILATION AND EGRESS. work or he shall be responsible for the same and any indirect results of his action. 1.Flitch beams shall have a minimum fb=15000, E=11.4 with 1/2"bolts located not closer than 2"from the top and test data and any other information required shall be sealed by professional engineer.registered.in the jurisdiction NOTE: 6.Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the bottom edge unless otherwise noted. There shall be a bolt top and bottom 2"from each end(see typical flitch plate where construction is taking place. Trussmanufacturer shall verify all spans,dimensions,bearing points spacing,etc. ALL.NEW WiNDOWS SHALL MEET THE NYS CODE FOR: work. In the event that certain features of the construction are not fully shown on the drawings,current bolt pattern detail). Fabricator must submit Iwo sets of-complete shop drawings and trusslayout plan,each sealed by a professional 1.ENERGY-CODE COMPLIANCE ,, national,state and local codes,ordinances, regulations or agreements as well as current acceptable building C.Joist Hangers: engineer registered-in the jurisdiction where theconstruction:is taking:plane,to Engineer:prior.to fabrication,one far 2.WIND PRESSURE DESIGN LOADS .Ai IKIRNE°OBJECT IMPACT LOADS ORAS practices shall govern,and their construction shall be of the same character as for similar conditions that are 1.All purlins,joists and beams not framed over supporting members shall be supported Engineer's records and one:tobe returned to review. ALTERNATiVE,PROTECTION SHALL BE PROVIDED show-)or noted. 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525,min.22 gauge. Products acceptable 2.Store trusses above grade on wood sticking to prevent contact with'bare each Cover with tarpaulins to prevent IN COMPLIANCE WITH SECTION R3012.1.2 AND 7.ThoArchitect will not be responsible for and will not have control over construction means,methods, shall be Simpson, Kant-Sag,or equivalent exposure to the-elements. Always store-•upright,especially,If stacking. TABLE:R301.2.1.2(FASTENERffiquired within 1 mile of water) techniques,sequences or procedures,or for safety precautions and programs in connection with the work,and D.Bolts in Wood Framing: DIVISION 7-THERMAL AND MOISTURE PROTECTION } will not be responsible for the failure of the Client or his contractors,subcontractors,or anyone performing 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate PROTECTION METHOD OF COMPLIANCE: any of the work,to carry out the work in accordance with the approved contract documents. washers. WOOD STRUCTURALPANELS WITH AIVIINfMUNITHICKiESS OF 7/18" A.Roofing: 111.1.MM)AND A MAXIMUM SPAN OF8fEETSHALLBE PERMITTEDfOR - 4533 8.Any and all drawings and specifications for sitework,plumbing supply or waste,electrical circuitry,and 2.Steel plate washer sizes shall be as follows: OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.PANELS heating,ventilating,fabricated trusses,and air conditioningsystems are nota part of the professional services a. 1/2"and 5/8"Diam.bolts-2-1/4"sq.x 5/16" 1.Fiberglass Shingles:THIRTY(30)year self sealing shingles over 1 layer of 30#asphalt saturated felt underlayment 9. y unless otherwise noted. Install according to manufacturer's instructions. SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH RECEIVED provided to the Client by the Architect unless included under their agreement. Any discrepancies with these b.3/4"Dia.bolts-2-5/8"sq.x 5/16". ATTACHMENT-HARDWARE PROVIDED.ATTACHMENTS SHALL BE documents by any of the above listed services as shown in documents prepared by others should be indicated 3.Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. 2.Cedar Shakes: #2 grade red-label cedar shakes.(18"1 x.45"T)over one layer 30#as.f.underlayment. Install with 4 PROVIDED iN ACCORDANCE WITH TABLE 301.2.1.2.OR SHALL BE in writing to the Architect immediately. 4.For sill anchors,see typical details on architectural drawings. 1/2"weather exposure. Apply an 18"wide strip.of30#-as.f.-overeach-course-of.shakes,9"from bottom-edge of shake DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS FEBd1 9.Prior to application for building permits,the Contractor will furnish the Architect with two sets of shop E.Lag Bolts: extending overtop of shake and onto sheathing. DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 3.Eave Flashing: See note B-4,below. BUILDING-CODE OFivEWYORK STATE. 20NING BOARD OF APPEALS drawings of all prefabricated components,one set to be retained by Architect,the other set to be returned to 1.Shall be of structural grade steel. B.Flashing: TABLE R301.2.1.2. contractor after review. Items requiring shop drawings include but are not limited to roof trusses,floor 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated component be depth of members being bolted together. * 1.All flashing,counterflashing,and coping when of-metal shall be of-not less than no.26 U.S.gauge corrosion-resistant WIND BORNE DEBRISPROTECTION FASTENING SCHEDULE metal. FOR WOOD STRUCTURAL PANELS(a,b,c,d) ti modified during construction from previously approved shop drawings,the Architect shall be furnished,prior F.Altering Structural Members: to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the 1.No structural member shall be omitted,notched,cut,blocked out or relocated without prior approval by the 2.Flash all exterior openings and all building corners with approved material to extend ataeast 4"behind wall covering. FASTENER SPACING • :t Cover all exposed:plywood at building corners with waterproof building above information,the client shall defend,indemnify,and hold harmless the Architect from any claim or suite Engineer. Do not alter sizes of members noted without approval of Engineer. : .FASTENER - PANELSPAN - 4 FOOT _ 6 FOOT 3.Step flash at all roof to wall conditions. Flash and caulk wood.beams and other projections through exterior walls or - I R\1�N& 14. 1(1 1 S1�l lIZ F.E..E. whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have G.Built-up Beams: TYPE 4 FOOT <PANEL SPAN <PANEL SPAN 1l i� �i roof surfaces. arisen from prefabricated items. 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: <6 FOOT <8 FOOT - 4.Eave flashing shall consist of two layers of 15#a.s:f.cemented together in addition to required-nailing from the edge 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for a.Members 9-1/4"and less in depth: glue and internail w/2 rows 16D nails at 12"o.c.staggered. 21" conformance to local codes and conditions. In the event of a discrepancy between these specifications and b.Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at of the eave up the roof to overlays point24.inches inside the interior walLlineofihebLilding. = 16" - t2" - 9" - � � LAKE �T. C.Attic Ventilation: kvDDrJSCREWS local codes or conditions,the contractor shall notify the Architect in writing of the discrepancy and special 24"o.c.staggered. 21" 1.Enclosed attic truss spaces and enclosed roof rw afters shall have el ventilation for separate space with screened - 16" 16" 12" OCEANSIDE q '� engineering requirements shall be applied to insure the building's structural integrity. 572 H.Cutting of Beams,Joist and Rafters: ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM,BCNYS BOLA - woc SCREWS NY J 11.These requirements may be superseded by more stringent information contained within 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of and CABO code,latest(as applicable)edition and acodes anordinances ll stateand:local dd ordi . SPP details a. THIS TABLE IS BASED ON 110 M.P.H.WIND SPEEDS AND A the drawings. The more stringent shall be followed. s on arcuma33 FOOT MEAN ROOF HEIGHT 12.Soil conditions shall conform to or exceed the following conditions: the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not plans for locations and details. exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. 'WOOD STRUCTURAL PANEL. - of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists DIVISION_8--DOORS AND WINDOWS Water Table: Min.2'-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and c.:NOiL38HALL BE 10d COMMONOR12d BOX NAILS. and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of members. ri. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ slabs shall not be placed on or in Marine Clay, Peat and other organic materials. A. General I. Pipes in Stud bearing Nails or Shear Nails: 1.Windows in buildings located in wind-borne debris regions.114120 m wind zone or-with-inone mile of the :STUCCO,THEY SHALL BE ATTACHED UTILIZING ULTIMATE 1.Live Loads: Roof: 30psf. Floor:40psf(except sleeping rooms:30psf). Exterior Balconies:60psf. Stair Landings: g g ftESfSTANT ANCHORS-HAVING A MINIMUM ULTIMATE 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. ocean ba and sound 1l shall have lazed 40psf. Wind Load: 15psf. Garage:50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. y ) openings protected from wind-borne rtebrrs or the building shall t~ie WITHDRAWAL CAPACITY OF 490 POUNDS SEAL & SIGNATURE: Decks: 40psf.Attics without storage lOpsf.Attics with storage 20psf.Guardrails&Handrails 200psf. J.Bridging and Blocking: designed as-a-partially-enclosed-building in-accordance with-the Building Code-of New York State.Glazed 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The opening protection for windborne debris-shall meet the-requirements of:the Large Missile Test&&ASTM E 1996 ks 14.Bottom of footings shall extend below rost line of the locality and minimum T-0"below existing grade to bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal and of ASTM-E 1886 = undisturbed soil or soil compacted to 95%dry density having a load carrying capacity as specified in Note 12, \LEXCe tlOn: THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER 'e - bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not P fE S101V' ` .s verified by a soils engineer licensed in the locality where project is being built. QRO, Rl exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise %Mood structural_panels with a Minimum thickness of 7/16 inch (11.1 mm)and a maximum span of 8 feet(2438 NfYDIRECTION AND SUPERVISION AND TO THE BEST OF MY �p Y M• ��Fiy; 15.Al,foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil mm)shall be permitted for opening protection in one-and two-story buildings.-Panels shall be precut to cover KNOWLEDGE, BELIEF AND-PROFESSIONAL JUDGEMENT - - �� CSO Use, ,, exceeds 16",but less than 4'-0",shall consist of clean,porous,soil compacted in 6"layers to 95%drydensityprovided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. per/ �� F P y the glazedi openings with attachment hardware.provided.Attachments shall be provided-in accordancewithCOMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK 4 Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed ,,'{'Ss'" ' or provide#4 rebar at 2'-0"o.c., 1'-0"beyond edge of undisturbed soil and 1'-0"into foundation wall. Table R3D2:2.1.2 orshallbe designed to.resist the components and-cladding.loads-determined-in_accordance STATE-UNIFORM EIRE-PREVENTION AND BUILDING CODE t i s r instructions. 4 16.Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the with the provisions of the-Building Code of New York State. �`�' }` f x ANDTHE NEIN YORK STATE ENERGY CONSERVATION architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40psf(pounds per Wil► / K.Lintel Schedule: CONSTRUCTION CODE. / cubic foot). If backfill pressures exceed 40pcf, then walls must be designed for actual pressures by a R a,- registered Professional Engineer licensed in the locality where project is being built 1.Unless otherwise shown,provide 1 lintel with 3"minimum bearing. 2.Lintel Schedule: 2.All windows shall have insulatingglass, or singleglass with storm windows or equal.Sizes-indicated on r�� �� 17.Unbalanced fill not to exceed 7'-0"unless otherwise noted and substantiated by engineering calculations. 9 q plans i� No. Cj" 0 Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached Span: Size of Member are nomina'only.-Builder-to-consult-with-window manufacturer determine exact:sizes,rough opening,etc.At ye T pec their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where Up to 4'-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 least one window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 1 1 if\ backfill is required on both sides, backfill both sides simultaneously. 4'-1"to 5'-0" 4 x 3 1/2 x 5/16 or 2-2x8 Sq. Ft.)wiith a net clear height of 24", a net clear opening width of 20",and a sill height of 44" or less above the 5'-1"to 6'-0" 5 x 31/2 x 5/16 or 2-2x10 floor for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18" DIVISION 3-CONCRETE 6'-1"to 8'-0" 6 x 3 1/2 x 3/8 or 2-2x12 of the floor,which may be subject to frequent and recurrent accidental human-impact shall be tempered as per IBC, BOCA and CABO and state and local codes and ordinances. L.Plywood: I1 A. General: 1.All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with 1. The concrete properties shall be as follows: U.S. Product Standard PS 1-83 for Construction and Industrial Plywood DIVISION 9-.FINISHES - Item Min. Comp. Strength Min. Aggregate size Slump 2.Each plywood sheet shall bear the"APA"trademark. A.General @ 28 Days (PSI) 3.All end joints shall be staggered and shall butt along the center lines of framing members. 1.All gypsum wallboard shallbeinstalled in accordance with the provisions of the BOCA,CABO and state and local Footings 3,000 1/2"-1" 4"%P1" 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. codes and or:iinances(as applicable). Slab-on-Grade 2,500 1/2"-1" 4"%P1/2" 5.Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in NOTE: Walls 3,000 1/2"-1" 4"%P1/2" members shall be 1 1/2"for 8d nails and 1 3/8"for 10d nails. accordance with.manufacturer's.instrudions. Garage Slabs& exterior slabs 3,500 1/2"-1" 4"%P1"w/5% 6.All floors shall be nailed as per nailing schedule. ALL DRAM NGS SND WRITTEI�1 air entrainment P g 3.All edges and ends of gypsum wallboard shall occur the framing members except those edges which.are MATERIAL APPEARING HERE IN perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed CONSTITUTE ORIGINAL AND spaces where fire resistive construction is not required. 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete.forbuildings. M.Corner Bracing: 4.The sizes and spacing of fasteners shall comply with BOLA,CABG and state and local codes and ordinances(as UNPUBLISHED WORK OF THE 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals,let into studs,or with 4 x 8 applicable). DESIGNER AND MUST NOT BE 3.All reinforcement,anchor bolts,pipe sleeves and other inserts shall be positively secured in place and plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with 5.Provide moisture resistant drywall cement board Daubs and showers as shown-on details in architectural drawings. DUPLICATED, USED OR DISCLOSED located according to the appropriate architectural drawings and details manufacturer's instructions(16 Ga.compression tension),or w/structural grade thermo-ply. 6.Fire-resisltive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction 14 ITHOUT V'IRITTEN CONSENT. B.Reinforcing Steel: 2.Lap plates at all corners. according toi the UL Design-specified-on the drawings when units are designed underBOCA standards as indicated on the 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM& N.Nailing: drawings. 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. 1.All nailing shall comply with nailing schedules in WFCM, IBC,BOCA and CABO(as applicable),latest edition and 2.Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-315 Manual of all state and local building codes,or maufacturer's recommendations. Standard Practice for Detailing Reinforced Concrete Structures 0.Fire Stopping: DIVISION 15-MECHANICAL , 1.Fire stopping shall be provided to cut off all concealed draft openings(both vertical and horizontal)with 2" A. Heating Ventilation and Air Conditioning: REVISIONS 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks,placed two(2)inches nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. 1.All work Shall be in full-accordance withallcurrent codes-and regulations of the governing agencies. clear from outer face of element. P.Alignment: 2.Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location,duct sizes,etc.to NO_ DATE ISSUE 4.The contractor shall notify the building official at least forty-eight(48)hours priori°each concrete pour. 1.All-rafters and joists framing from-opposite sides shall lap at least six(3)inches and be nailed together with Engineer priior to installation. IVlechanical subcontractor to review structural sop drawings and notify the Engineer-ofany No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered min.(3)10d face nails. mechanical rand structural and design intent conflicts prior'to construction. , prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the 2.When framing end to end joists shall be secured together by metal straps. 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamperihatportion of the work contractor and inspected by the building official or county approved licensed inspector. Q.Partitions: performed by others. 5.Minimum protective cover for reinforcing steel shall be as follows: 1.General: B. Plumbing': _ a.Footings: 3" a.Provide solid blocking at 4'-0"o.c.between the joist and first interior parallel joist. 1.All work shall be in full accordancewithall current codes-and-regulations-of governing agencies. b.Beams and columns: 2" b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". 2.All work shall be done in a neat and workmanlike manner-and so-as-to not-needlessly hamper that portion of the work c.Slab: 3/4"(Wire mesh to be placed at mid-depth of slab) c.Splices shall occur only directly over studs. performed bry-others. t71 X1.1 INDEX d.Walls-1 1/4"at interior face: 3"at exterior face. d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer 3.Plumbing subcontract toreviewstructural and•mechanical•trawings-and potifythe Engineerof anyplumbing, J LJ�1`� C. Foundation: licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to HVAC,structural and design intent conflicts-prior to construction. A-1 - FOUNDATION -PLAN 1.Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1'-0"into Engineer for approval prior to construction. original undisturbed soil and a minimum of 3'-0"below finished grade. Where required,step footings to ratio e.Lap top plates at corners and intersections. A-2 - FIRST FLOOR PLAN DIVISION' 16-ELECTRICAL of 2 horizontal to 1 vertical. 2.Bearing Walls supporting one floor or more: SECOND FLOOR PLAN 2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the a.Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. 1.All work shall be-in full accordance with all-current - A-4 - ROOF FRAMING PLAN ' Architectb. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be codes and shall comply with the requirements ofthe 3.All footing excavations shall be inspected by the building official or county approved inspector prior to the centered directly over and below bearing wall studs with a tolerance of no more than 1"unless substantiated by serving A-5 - ELEVATIONS placir a of any concrete. Same shall be given forty-eight(48)hours notice for this observation. power and telephone companies. engineering calculations. 4.Soil investigation and report: All earth work,compaction and supervisions shall be done according to the 2. All work shall be done in a neat and workmanlikeA-b ELEVATIONS c.Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab manner aind so as to not needlessly hamper that portion Al SECTIONS & PLUMB. RISER manufacturer recommendation. of the work and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values,notify Engineer,in writing,so that necessary structural modifications can be made. R.Wood Roof Trusses: performed by others. A-8 SIMPSON DETAIL SHEAT 3. Installation:5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. 1.Timber trusses shall be designed in accordance with accepted engineering practices.Calculations,joint strength information Ar-9 GENERAL NOTES PAGE 1 vapor barrier on 4"crushed stone. (allowable load per square inch or per nail,allowable edge distance,allowable end distances)load test data and other a. All egeathnt installed outdoor and Exposed-to weather shall beweatnerproof. A<-10 GENERAL NOTES PAGE 2 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. information as necessary shall be submitted to local authorities for approval prior to fabrication. Each truss shall be b. Bottom of receptacles and switches shall-be-located 5" 7.Install anchor straps as per mfg.recommendations: 12"from corners and intervals of not more that 4'-0". secured at bearing with one"rafter tie"metal type anchor at each end. above counter top unless otherwise noted on drawings. A-11_ N/A Minimum embedment for anchors shall be as specified by manufacturer. 2.Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this c. Receptacles shall be installed vertically at 12"above 8.Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface information with shop drawings. Each truss to be secured at one end with a metal"rafter tie"type anchor and a finish floor and 12'-0"o.c.horizontally. All receptacles ' -1 N/A for all beams. scissors truss connector,"Simpson"or approved equal,at the other end to tie down the truss while permitting the within At-13 -N/A truss to move outward without deflecting the wall. 6'-0" horizontally of a sink lavatory or tub shall be Wired to 3 DIVISION 6-WOOD 3.Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, a ground fault interrupted circuit. A<-14 N/,4 d. Wall switches to be 48"above floor. A. Lumber Grade: American Softwood Lumber Standard dimensions, heel heights,pitches,etc. Fabricator must submit two sets of component shop drawings and truss layout A�-1 5 N/A rl plan,each sealed by a professional engineer registered in the jurisdiction where the construction is taking place,to e.All smoke detectors to be wired in a manner such that Grading shall comply with PS 20-70" Association standards. "and applicable Western Wood Products Engineer prior to fabrication,one for Engineer's records and one to be returned to contractor after review. activate sill. the activation of one by means of metal hangers.-will ,4-16 N/A4.Truss shop drawings indicating calculations,loading, load test data,horizontal thrust and any other information SHEET NAME 1.to umber shall be, unless otherwise noted, No. 1-2 grade.SPF with the following minimum structural values. required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and a. Extreme fiber bending stress: FB=875 PSI., E=1.4 GENERAL NOT E be submitted to building officials prior to fabrication. 5.Store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. 6. Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all recommendations specified in Bracina Wood Trusses: Commentary and Recommendations BWT-76 published by the - Truss Plate Institute, Inc. PROJECT# 3475 - SHEET# DATE V 11/24/15 Am.Ci - SCALE 1/4"= 1'-0" _ ,:. MANNO RES. TABLE 8602:3(1) 323 1,�' ��� ROAD . /� fel FASTENER SCHEDULE FOR STRUCTURAL MEMBERS J DESCRIPTION-OF-BUILDING MATERIALS NUMBER AND TYPE OF SPACING OF FASTENERS SOUTHOLD, NY 11111 FASTENER a,b,c,d GEN E RA L NOTES . Joist to sill or girder,toe nail 3-8d - 1"x6"subfloor or less to each joist,face nail 2-8d - 2 staples, 1 3/4 - 1. NEW EXTERIOR WALL CONSTRUCTION TO CONSIST OF SIDING MATERIAL 13.ALL FLUSH HEADERS TO HAVE TECO FASTENERS AT CONNECTIONS OF HEADERS 25. EACH TRADE IS RESPONSIBLE FOR CHOPPING&BOUGH PATCHING AS REQUIRED ' 2"sdbiloortojoist or girder,blind and face nail 2-16d - OVER 15 LB. BUILDING PAPER ON 1/2"CDX PLYWD. SHEATHING ON AND EACH FLOOR OR CEILING JOIST MEMBER. FOR THEIR PORTION OF WORK. Sole plate to joist or blocking,face nail 16d 16"o.c. 2x4 or 2"x6 WD.WALL STUDS @ 16"O.C. W/3 1/2" (R-13)or 51/2" (R19) 26. CONSTRUCTION TO CONFORM TO ALL CODES HAVING JURISDICTION. Top or sole plate:tostud,end Trail 2-16d - - BAT INSULATION W/ 1/2" GYP. BD. INTERIOR. (3 COATS T&S). 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED . -Stud-to sole plate,'toe foil -3-8d.or 2-?Sd - - SHALL BE"TECO CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF 27. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE.NEW YORK - Double studs,:face:nail 10d 24".o.c. 2. INTERIOR WALL CONSTRUCTION TO CONSIST OF 2x4 WD.WALL STUDS @ 16" O.C. HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BE IN . BUILDING CODE. WHEN BUILDING IN ANY OTHER�JURISDICTION,EITHER INSIDE OR = Double top plates,face nail 10x1 24"n c. - W/(1)ONE LAYER 1/2" GYP. BD. EACH SIDE. (3 COATS T&S). STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATION OUTSIDE THE CODE.,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITYOF THE PLAN _ Sole plate to joist-orblocking at braced wall panels 3 16d 16" ,.c. PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE ORDouble top plates,minimum 48"inch offset of , end joints, 3. FOR DIMENSIONAL CLARITY,NOMINAL DIMENSIONS ARE USED FOR WD. FRAMING 15. INSTALL 5/8"dia.ANCHORS BOLTS(NUT&WASHER)AT 45"o.c.W/MAX. 12"FROM CORNERS , face-nail in-lapped area 8-18d - - MEMBERS. 4" REFERS TO 2x4 WD.WALL STUDS&6" REFERS TO 2x6"WD.WALL NO LESS THAN 2 PER SILL,AT ALL SILL PLATE ON FOUNDATIONS WALLS. ALL SILL PLATES ENFORCEMENT OFFICER AND TO AMEND THIS PROPOSEDCONSTRUCTIONAS SO REQUIRED. Blocking between joists or rafters to top plate,toe nail 3-8d - STUDS. DIMENSIONS ARE FROM FRAMING MEMBER TO FRAMING MEMBER& TO BE TREATED LUMBER WITH COPPER TERMITE SHIELD AND SILL SEALER BETWEEN 28. THESE PLANS ARE DESIGNED TO BE ACCORDANCE WITH NEW YORKSTATE ENERGY , Rim joist to-top:plate,-toe nail -Bd -6"o.c. NOT FINISH TO FINISH. FOUNDATION AND SILL. CONSERVATION CONSTRUCTION CODE AND THE BOCA ENERGY CONSERVATION CODEFOR.A - Top plates,-lap at corners and intersections,facenail2-10d - 6000 DEGREE DAY CLIMATE AREA. ALTHOUGH THE STANDARDS SHOULD BE APPLICABLE FOR Built-up header,two pieces with 1/2"spacer 16d 16"o.c.along-ach edge 4.ALL STRUCTURAL FRAMING LUMBER TO BE DESIGNED IN ACCORDANCE 16. INSTALL 5"ALUMINUM GUTTERS AND LEADERS AS REQUIRED HIGHER DEGREE DAY CLIMATES,VARIATIONS AND ADJUSTMENTS MAYBE REQUIRED,AND _ • Continued header,two. pieces 16d 16"o.c.along each -dge WITH THE RECOMMENDATIONS OF THE NATIONAL FOREST PRODUCTS 17.STRUCTURAL RIDGE TO BE SUPPORTED WITH 4x4 POSTS(U.O.N.) SHOULD BE VERIFIED. HUD REQUIREMENTS,-PARTICULARLY IF USING ELECTRIC HEAT MIGHT j p e,toe nailed 3 Sd - 6. 3- - -Ceilingjoists to plat DIVISION. ALL FRAMING LUMBER IS TO BE DOUGLAS FIR HAVING THE REQUIRE HIGHER INSULATION VALUES. _ FOLLOWING VALUES:#1 fb=950 psi., E=1.5,#2 fb=850 psi E=1.3. : Continuousheader to stud,toenail4-8d - IZECEIVEl:, 18.ALL GYPSUM BOARD IN BATHROOMS AND BEHIND KITCHEN SINK AND WET APPLIANCES29. THE ARCHITECT HAS NOT-BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, - Ceiling joist,laps over partitions,face nail 3-10d IN KITCHEN TO BE WATER-RESISTANT TYPE. AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, - FEB 1 C 2015 5.ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR Ceiling joist to,parallel rafters,face nail 3-111d - BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. SPACING IS TO BE SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS 1N CENTERED AT EQUAL DISTANCES. 19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PATCH AND REPAIR ALL CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY IMPLIED IN THE - Rafter to plate,toe nail 2-16d ZONING BOARD OFAPPEALS - - EXISTING SURFACES ADJACENT TO NEW CONSTRUCTION (WALLS,FLOORS,CEILINGS) USE OF THESE PLANS. 1"brace to each Sudand-plate,face nail 2-8d 2e miles, 1 3/4 6.ALL CATHEDRAL CEILING RAFTERS SHALL BE ANCHORED TO FRAMED WALLS TO ORIGINAL CONDITION. 30. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 1"x6"sheathing to each bearing,face nail 2-8d • - WITH'HURRICANE CLIPS" 2 staples, 1 3/4 pp`, *� y�,� *� 20. CONTRACTOR SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO EXISTING 1"x8"sheathing to each to Each bearing,face.nail 2-8d I J�Y I 1`�O M. K U S J`s I TZ F.E. - s 7.ALL POSTS UNDER HEADERS OTHER THAN HEADERS FOR WINDOWS AND DOORS LANDSCAPED&PAVED AREAS. ANY DAMAGE INCURRED AS A RESULT OF NEW 3 Staples, 13/4 TO BE MINIMUM 4"x4" (UNLESS OTHERWISE NOTED) CONSTRUCTION SHALL BE RESTORED TO THE ORIGINAL CONDITION. GRADING AROUND - Wider-than 1"x8"-sheathing toeach-bearing,facenail3-8d 231 LAKE ST. NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 4 staples, 1 3/4 - G n -{ = 8. INSTALL BLOCKING BETWEEN JOISTS UNDER WALLS RUNNING ' Built-up corner 1Od 24"-o.c. ,'"OANS DE, NY 12 PERPENDICULAR TO JOISTS. BLOCKING TO BE SAME SIZE AS JOISTS. 21. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY OTHER Built-up girders and beams,2-inch lumber layers 10d Nail each lays r as follows: APPLICABLE LOCAL CODES. PROVIDE MINIMUM OF ONE SMOKE DETECTOR IN EACH BEDROOM 32"o.c.at top and bottom - 9.ALL INTERIOR DRYWALL SHALL BE PRIMED AND PAINTED W/2 FINISH COATS. AND ONE ON EACH FLOOR, INCLUDING CELLAR.SMOKE DETECTORS ARE to be HARDWIRED TOGETHER. and staggered.Two nails at _ _ ends and at each splice 51 -6-766-S105 2"planks 2-16d At each bearing 10. DOUBLE RAFTERS AT ALL SKY LIGHTS. PROVIDE DOUBLE FRAMING 22.ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE Roof-rafters-to ridge,valley-or hip rafters: MEMBERS(SAME DIMENSIONS AS ADJACENT ROOF FRAMING)AS HEADERS OF 2 TONS PER SQ. FT.AND SHALL HAVE MINIMUM COVER OF 3'-6"OR AS NOTED. - toe nail -446d FOR SKYLIGHTS. - face nail 3-16d - , 23. CONCRETE TO BE PLAN, UNREINFORCED, MINIMUM 3,000 P.S.I.28 DAY TEST,PREDICATED ON - Rafterties to•rafters,•face 3-8d - - - - SEAL$r SIGNATURE: - 11. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND THE ABOVE SOIL ASSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES Wood structural panels,subfioor, roof and wall sheathing to framing,and =particleboard wall sheathing to framing - . ALL OPENINGS - _ = ARE TO BE ASSUMED,AND THE FOUNDATION MUST BE REDESIGNED. 3/16-1/2 -8d-common nail=(subfloor,wall) RpfESsiCAI,` 3 11 ALL FOOTINGS ARE TO REST ON VIRGIN, UNDISTURBED SOIL. 6 12 = Q F _ $d common:nail:(roof) c,<P G, t'4. k(` vn� f. 12.ALL HEADERS OVER WINDOWS AND DOORS TO BE(2)2 x 8 @ EXTERIOR WALLS kt. \N-s" ,3^,\ye W/MINIMUM OF 4"BEARING AT EACH END. PROVIDE MIN.6'-8"A.F.F.TO UNDERSIDE 19/32-1 8d common nail 3 12 - ,Q`4 *� `^,�► 24. EACH TRADE IS RESPONSIBLE FOR BROOM SWEPT CLEANING OF JOB SITE <.) OF HEADER(UNLESS OTHERWISE NOTED) - . f '' AT THE END OF EACH WORKING DAY. _ 1 1/8-1 1/4 Uhl common nail or 8d deformed-nail -6 12 '* • THIS STRUCTURE COMPLIES WITH THE STANDARDS OF DESIGN AND CONSTRUCTION IN ACCORDANCE TABLE-R602.-3(1) -continued ��,,'`r1-- = ti Plif.° 101 WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR _ FASTENER SCHEDUL•EFORSTRUCTURALMEMBERS )-FTy�S15 �, . ONE AND TWO FAMILY DWELLINGS (WFC M) _ = DESCRIPTION OF BUILDING : DESCRIPTION OF FASTENER.S,dre ALS 1 Edges(incies)SPACING OF Intermediate supports (inches) c,e. Other wall sheathing h } 1/2"regular cellulosic = 1 1/2"-galvanized-roofing-nail ed - 3 6 - ' fiberboard sheathing - common-nail-staple 1-6 ga., 1 1/2-long - - - 1/2 structural cellulosic -1 1/2"galvanized roofing nail 8d 3 6 - j - fiberboard sheathing f corrlrnon nail staple 1.6 ga.,1 112 long - 25/32-structural cellulosic : 1 13/4"-galvanized-roofing-nail-8d NOTE: fiberboard.sheathing : _common nail staple 1:6.ga.,1:3/4.long - 3 6 - ALL DRAYYINGS AND IAIRITTEN -1/2 gypsum sheathing s 1 1/2"galvanized roofing-nail; MATERIAL APPEARING HERE IN • - = 6d commnnTrait;:staple galvanised, 4 8 CONSTITUTE ORIGINAL AND 1 1/2 tong;11/4screws,type-WorS - UNPUBLISHED "4ORKOF THE = 5/8-gypsum sheathing 1.3/4"galvanized roofing nail; DESIGNER AND MUST NOT BE 8d common nail;staple galvanised, 4 8 DUPLICATED, USED OR DISCLOSED - 1 5/8 long;1:5/8 screws,:type`W_orS - I - Y4111-I0UT MITTEN CONSENT. Wood structural panels,combination subfloor underlayment to framing - j = 3/4 and tem fid-deformed rail or ad common nail 5 12 - 7/8-1 -8d common nail a•8d deformed nail -6 1-2 REVISIONS - 1 1/8-1 1 14 10d-common nail or-8d•deformed nail -6 12 TABLE R301.2(1) NO. DATE = ISSUE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - GROUND SUBJECT TO DAMAGE FROM WINTER ICE SHEILD FLOOD - For inch=25.4 mm, 1 foot=-304:8 mm,1 mile per hour=1:6_09 km/h - WIND SEISMIC SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS Weathering Frost Line Termite Decay TEMP REQUIRED a.All nails are smooth-common,box or deformed shanks except where otherwise stated.nails used for framing and LOAD SPEED(MPH) CATEGORY depth Depth NONE. sheathing connections shall have minimum average bending yeild strengths as follows:80 ksi(551 Mpa)for shank - - k 45 MODERATE SLIGHT To rlAssAu 13 VALLEYS& diameter of 0.912"(20d common nail),90 ksi(620 Mpa)for shank diameters larger than 0.142"but not larger = - 110 MPH C SEVERE 36" TO HEAVY MODERATE SUFFOLK 11 _ PERIMETERS N/A than 0.177",and 100 ksi-(689 Mpa)for shank diameters of 0.142"or less. - b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. • c.Nails shall tie spaced at not morethan 6"on center at all supports where spans are 4-8 inches or greater. - - PLAN INDEX d.Four-foot-by-8-foot or 4-foot by-9-footpanels shad be applied vertically. A-1 FOUNDATION PLAN ,e.Spacing-of fasteners not included in-this-tables-hall-be-based-on Table R602.3(1) A-2 FIRST FLOOR PLAN f.For regions having basic wind speed cif 110.m.p.h.or greater,lid deformed nails shall bensed for attaching A-3 SECOND FLOOR PLAN plywood and wood structural panel roof sheathing to framing within minimum 48=inch distance from gable end R walls,-if-mean-roof-height-is more than25feet,-up to -35-feet maximum. A-4 ROOF FRAMING PLAN g.For regions having basic wind speed of 100 m.p.h.or less,nails for attaching wood structural panel roof sheathing A-5 ELEVATIONS to gaqble end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 m.p.h., P - nails for attaching panel roof sheathing to intemediate supports shall be spaced on centerfor minimu7m 48-inch A-b ELEVATIONS distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. _ - h.Gypsum sheathing shall conform to ASTM C 79 and shallbe installed in accordance with-GA253.Fiberboard - _ Al - SECTIONS & PLUMB. RISER ER sheathing shall conform to ASTM C 208. A-S SIMPSON DETAIL SHEET - i.Spacing of fasteners on-floor sheathing panel-edges applies to panel-edges supported by framing members and et-all - A- 1G E N E RAL NOTES PAGE 1 - floorpermieters_only.Spacing if fasteners on.maf.sheafhing panel edges appliesio panel edges supported by framing - - members and at allroofplane perimeters.Blocking of roof or floor sheathing panel edges perpecdicular to the framing A-10 GENERAL NOTES PAGE 2 members shall not berequiredexcept at intersection of_adjacent roof planes.-Floor and roof perimeter shall.besupported - by framing members-or solid blocking. A-11 N/A A-12 N/A a A-1S N/A A-14 N/A A-1S N/A A-16 N/A STRUCTURAL DESIGN LOADS: ROOF LOADS: SHEET NAME WALL LOADS: LVE`LOAD D W/ATTIC SPACE BELOW: LIVE LOAD 45 LBS PER SQ. FT. - NOTES FLOOR LOADS: DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 7 LBS PER SQ. FT. LIVING AREAS: LIVE LOAD 40 LBS PER SQ. FT. DECKS: -LIVE-LOAD 40-LBS PER SQ.-FT. SUPPORTING SHIRK CLO: LIVE LOAD 30 LBS PER SQ. FT. DEAD LOAD 10 LBS PER SQ. FT. DEAD LOAD 1:0 LBS PER SQ.FT. DEAD LOAD 15 LBS PER SQ. FT. SLEEPING AREAS: LIVE LOAD 30 LBS PER SQ. FT. BALCONIES: LIVE LOAD :60 LBS PER SQ. FT. CEILING LOADS: LIVE LOAD 20 LBS f CE2 SQ.FT. _ PROJECT* 348 : c`�MEET# DEAD LOAD 10 LBS PER SQ. FT. DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 10 LBS PER SQ.FT. - DATE ` 11/24/15 .. _ LININITIPOSNINW SCALE 1/4"= 1'-0" BOARD MEMBERS ��,1" Southold Town Hall �' ��QF $®Uji Kanes Weisman,Chairperson yo -\ 53095 Main Road• P.O.Box 1179 Leslie - ��,:O fO Southold,NY 11971-0959 Eric Dantes g"`' Office Location: Gerard P.Goehringer N • tri Town Annex/First Floor,Capital One Bank George Horning 0 a®1 54375 Main Road(at Youngs Avenue) Kenneth Schneider . COU ' s" Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 April 22, 2016 Joseph and Catherine Manno PO Box 905 Southold, NY 11971 • Re: ZBA File#6938 Dear Mr. and Mrs. Manno: Enclosed is a copy of the Zoning Board's April 21, 2016 determination filed today with the Town Clerk regarding your application. Sincerely �(A Vicki Toth Encl. CC: Building Department ti I I SEE SEC NO 069 493 ' d mo.Vl no O ,X05 i-e-a c svi oe. b tOp-0- 7S�—�— 3, a '$ 'L'gP 16 • ` ry,�� /"' /V.�t� r'�' V ;1,0 101 �ry$bP mss_ - r�', Ami -s�—6 e R C:,*-"- AG/ :g V. 0 ?a A Co— (• AX`''E s s,• S o2 e,T OFg 20 2 .1 ''''..e..3(7- (� VI n/ 3, -5 D 46 4A - Y� I 1 (COUNTY OF SUFFOLK DEVELOPMENT RIGHTS) __— 17 2 $ .p 1 M1` 19 6A b .1A,Ll-' ,.� s (TOWN OF SOUTHOLD ry` : DEVELOPMENT RIGHTS) KS - 'P 9 2 '`' T% _ 96k .6 9 e , 1 k,0 T5 �� � M $ v4. 7 76 1 / 1 p�' 9° J 4 5 ' >, k % 4 5A g , �\ 11 • ° 27 3A(c) k4.' 015 s 412A(c) 225A t eP '9 4 (TOWN OF SOUTH 8 6 2 �'. 28 OA q 9 DEVELOPMENTRE ,m' "a 18A 'L ,`�.p''`$ ��` ' * 77 (COUNTY OF SUFFOLK V 15 4A DEVELOPMENT RIGHTS) 154 '6 a o (COUNTY SUFFOLK a 23 OA 16 T- m DEVELOPMENT RIGHTS) (TOWN OF SOUTHOLD 1.^1 )EVELOPMENTRIGHTS) 75 1 18 s % as 6k' a 61 31''0 231A(c) 18A ` s '4-04 ,a Q 6 S 32 15 3 2 4A � n O '' e'. b � f 20A m .,w S % CS Q . k 33 >0 � i6.14. 23A : `� .pas n' m r 14 O .P 29A a •, Y' s "I, $ 4 74 4 4 131 U t 51A(c) I"- 1 4A(c) m ic 4 E IX 9 32 % 1 4. X § - ;� FOR PCL NO 7P '�'' FOR PCL NO SEE SEC NO _ 22A 8 FORPCLN• 52A(c) SEE SEC NO 066-01-010 12 '� 8 6a SEE SEC 28 O .w. 086-01-009 1 __ _ _ $ ---- --- LATCH LINE 1', ._ ' Z- Z- LINE - MATCH 2. SEE SEC NO 086 SE SaieyOa,UL5 --501-- HySrsNOSWdUrc --H-- UNLESSORAMNOT1ERMSEALLPROPERTIES NOTICE nCrau , COUNTY OF SUFFOLK O --F-- Relt --N-- ARE.,.. TMFNO15515 CTS __ _2 Fwpy�Uro ueuC�nlme gp,OOLSSEVER WA9 MAINTENANCE,ALTERATION,SALE Oft �•�Real Property Tax Serv)ce Age-I ----_, ,VAw,Dau.aLM- -W- ' •1.,-.Os5Le1O-{�'-.r� - ..UCRE'- - 4344 .R T yDISTRIBUTION OF ANY PORTION OF THEICounty Center RWefflead NY119Q1__ —_ bUFFOLKCCOUNTY TAXMAP IS PROHIBITED • SCALE IN FEET