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��YaS, {�ec�►��1 ems, 305 R 6i , Over a 1���t5$ antc�-add.+fivr�s t a.(�fians�v 7.i `' 6 fit" s b Ian of 1 t �It�II� wp� vet I i I i I � I " I i ' I CHECK BOXES AS ( ) Tape this form to c y n y o ( ) Pull ZBA copy of N- CL a ( ) Check file boxes fc ( ) Assign next numb( c �" outside of file foldi ( ) Date Stam m-T+ � Cn w i p entire 3 0)' =ro = v o m xocoh file number -� cn �' � N -- D ,_, EL ( ) Hole punch entire ' before sendi to = ' j z �' �' ( ) Create new index _ o ( )`Print contact info PO-i- . m ( ) Prepare transmitti,j, o ( ) Send "original 61ap'ti ,M•, • r ' i to Town Clerk ( ) Note inside Me foto V and tape to inside 3 ( ) Copy County Tax l\.. neighbors and AG ( ) Make 7 copies and -. ( ) Do mailing label c • BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®��®� S®UT�®l 53095 Main Road•P.O.Box 1179 p Dantes Southold,NY 11971-0959 Patricia ra .fL Office Location: Eric antes Town Annex/First Floor, Robert Lehnert,Jr. �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®l,�c®U Southold,NY 11971 -- 9 http://soutboldtowimy.gov RECEIVED ZONING BOARD OF APPEALS J' �"_ 6 $: q8AM TOWN OF SOUTHOLD +AR - 1 a 2021 Tel.(631)765-1809 -Fax(631) 765-9064 n.-a. FINDINGS,DELIBERATIONS AND DETERMINAT Sd Towyn Clerk MEETING OF FEBRUARY 24,2021 ZBA FILE: 7458 NAME OF APPLICANT: Pedro Rivas and Yira Tejada PROPERTY LOCATION: 708 Flint Street, Greenport,NY SCTM#1000-48-2-7.1 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 thru A 14-25,and the Suffolk County Department of Planning issued its reply dated December 16,2020 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 8,222 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 274.37 feet and is adjacent to the MTA Long Island Railroad property, the easterly property line measures 61.50 feet, the southerly property line measures 267.39 feet and is adjacent to Flint Street,the northerly property line and the southerly property line meet to form a triangle as there is no westerly property line. The parcel is improved with a one-story framed dwelling with an attached wooden deck in the rear of the residence,an"as built" 12.1 ft.by 8.2 ft.accessory shed located 5.8 feet from the northern property line, and a concrete driveway to the east of the residence which abuts the property line to the east, and a concrete driveway abutting the southern property line. The property is fenced with a 6 ft. stockade fence except for the front yard as shown on the survey prepared by John T. Metzger,LS, and dated January 27, 2020. BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15; Article XXIII, Section 280- 124; and the Building Inspector's September 11,2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling and to legalize an"as built"accessory shed; at 1) proposed dwelling is located less than the code required front yard setback of 35 feet; 2)proposed dwelling is located less than the code required rear yard setback of 35 feet;3)proposed construction more than the code permitted maximum lot coverage of 20%; 4)"as built" shed located in other than the code permitted rear yard; located at: 305 Flint Street, Greenport,NY. SCTM#1000-48-2-7.1. RELIEF REQUESTED: The applicants request a permit to construct additions and alterations measuring 619.85 sq. ft. to an existing single-family dwelling and to legalize an "as built" accessory shed. These improvements which will result in a code permitted accessory apartment in the principal dwelling for use by the applicant's parents and Page 2,February 24,2021 #7458,Tajada&Rivas SCTM No. 1000-48-2-7.1 create front yard and rear yard setbacks of 4.8 feet and 14.1 feet, respectively, and increases the lot coverage to 21.2%. The as built shed is located in a non-permitted side yard location all as shown on the site plan prepared by John J. Condon,LPE, (Kehl Design Associates,LLC)and dated May 25, 2020 ADDITIONAL INFORMATION: The applicant's attorney submitted numerous similar prior variances granted by the Board of Appeals in the subject neighborhood including ZBA file numbers 5787, 5801, 5474, 1537,3013,3014, 3080. The applicants will also be installing a new and up to date septic system that will be located to the west of the proposed construction. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 4, 2021 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 will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The non-conforming size of the lots in the subject neighborhood were established in the early 1900's and over the years, since the inception of zoning in the 1950's,many dwellings have required variance relief for pre-existing non-conformities. The existing house has a front yard setback of 4.8 feet,while the average setback of front yards within 300 feet in this community is approximately 8.95 feet.The parcel faces railroad tracks and industrial uses to the rear.On the opposite side of Flint Street,the zoning jurisdiction changes to Greenport Village where the zoning code allows smaller front and rear yard setbacks than the code of the Town of Southold. The subject property is at the end of Flint Street where there is little visual impact on other properties, and the side yard has no adjacent neighbors. The proposed addition is in keeping with the size of other homes in the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The plans for the proposed ground level addition conform to the requirements of an accessory apartment within the principal building. If the applicants wanted to build a two- story addition to maintain the existing lot coverage,due to the pre-existing non-conforming setbacks in the front and rear yards,they would still need variance relief. The parcel is triangular shaped from east to west and because of its irregular configuration, and since there is no room for a shed in the very small rear yard, the only space on the property for the shed is the non-conforming side yard location. 3. Town Law§267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 86%relief from the code for the front yard setback, 59.7% relief from the code for the rear yard setback, 6% relief from the code for lot coverage and 100%relief for the shed in a non-conforming side yard. However,due to the odd triangular shape of the property there is no conforming location for the shed and since the dwelling does not have a basement for storage, the shed is a necessity for the homeowner. The increase of 1.2% over the allowed lot coverage for the addition while maintaining the as built shed is reasonable based on the lot size and the neighborhood. The proposed addition to the dwelling to be used as a code permitted accessory apartment at 619 sq. ft.in size is less than the maximum code permitted size of 40%of the livable floor area of the principal dwelling. Additionally,the proposed addition will maintain the same pre-existing non-conforming front yard setback as the principal dwelling. 4. Town Law X267-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. J Page 3,February 24,2021 #7458,Tajada&Rivas SCTM No. 1000-48-2-7.1 5. Town Law X267-b(3)(b)(Q. 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 X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to the principal dwelling and legalizing an "as built" shed while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora, seconded by Member Dantes,and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Architectural Drawings (Floor Plans and Elevations sheets A 101 & A 102) prepared by John J. Condon, LPE, (Kehl Design Associations, LLC) and dated May 25, 2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1.An upgraded sanitary system approved by the Suffolk County Department of Health Services must be installed on the subject property 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. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. 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. XK Board: Ayes: embers Weisman(Chairperson),Acampora,Dantes,Lehnert, and Planamento(5-0). es Weisma , Chairperson Approved for filing � qs—/2021 %IEL`�I' E4_1 TKER DESIGN ASSOCIATES' �.c l L j I III 11�L� I �J residential & commercial design • consulting T L I_I_I I IIII LI IJ L ILS II 11 11 III 11 III ILI III ISI i P0.Box 1675 phone, (631 433-9084 Southold,New York 11971 E-Mail: ssbn654,2op1online.nel 'L LLLL Kehl Design Associotes,LLC o formerly D A K Associates,LLC -ELOCATED ELOCATED I'i NEW NEW fJEWNEW MEW OWNERSHIP & USE OF DOCUMEMS: .' T1V2646 TW2646 I TW3446 TW3446 TW3446 CW135L i CW135L CW135R These drawings and specifications including the ideas, design and arrangements represented j � therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be IL,:]] copied, disclosed to others or used in connection j any war or projecoer an or which they have been prepared without written consent.1 with k t ththf REV: SOUTH ELEVATION NORTH ELEVATION , SCALE: 1-0 1/4^—_ � - SCALE: 1/4"= 1'-0" Hurricane Strapping Hurricane Strapping 2x8 Rasters - 16"oc. Match Existing Ridge Vent 2x8 Rafters - 16"oc. Match Existing Ridge Vent r 14"x92' LVL Ridge „ C 14"x9" LVL Ride WORK NOTES: CDX Roof Sheathing OX Roof Sheathing z 9 Ice and Water Sheild Ice and Water Sheild 2x6-16 oc. 2x4 Braces 16"oc. GAF Architectual Roof Shingles -0• GAF Architectual Roof Shingles Hurricane Stropping 2x6 /2x4 Strongback Hurricane Strapping 2x8-16"aa, NOT FOR 1x6 Cedar Fascia's 1x6 Cedar Fascia's (Match Existing) R-49 Insulation R-49 Insulation (Match Existing) R-49 Insulation R-49 Insulation CONSTRUCTION�^ 8" NG Cedar T-111 8' NG Ceclor T-111 CONS 1 RUC 1 ION ELOCAT" RELOCATED Vented Soffit to Match Existing Vented Soffit to Match Existing TW2646 �j �� TW2646 Kitchen Dining Living Living Bedroom USE UNLESS ' Exterior Sheathing R-21 Insulation Room Room 2 Exterior Sheathing Room ('� Grace House Wrap or Equal Match Existing Subfloor Heights Grace House Wrap or Equal R-21 Insulation Match Existing Subfloor Heights CERTIFIED BY A �-- Board and Batten , ( g) Board and Batten COX Subfloor match Existing) -= Siding to Match COX Subfloor match Existing) Siding to Match ( 9) PROFESSIONAL Existing TJ1210 x 92' - 16"oc. Existing TJ1210 x 9�" - 16"ac' ENGINEER 54"621" LVL Flush Girder r Hurricane Strapping 54 x92 LVL Flush Girder 11 92' Perimeter Beam Wood Handrail "x 18" Anchor Bolls 32"oc. R-30 Insulation R-30 Insulation See Stair and Porch Detail See Stair and Porch Detail (2)#5 Horizontal Reba ' Sheetrock 2" Sheetrock R-30 Insulation ' Sheetrock R-30 Insulation T 4" PC Slab New New New New w/ Poly Vapor Barrier 8" PC. Foundation Basement Basement 8" PC. Foundation Basement Basement #5 Vertical Rebar 48"oc. 8" PC. Stairs � I„ 1 Dam Proofing r• 32 Dia. A36 Standard Steel Pipe L L J L J �I I I i P 9 Step Footing to 32 Dia. A36 Standard Steel Pipe PROJECT: maintain 3'-0" with 12"x12"x r" Base and with 8"x12"x 2 Base and I �II I �^ 2 32"x 12"x $" Cap with a" hole iv inn I I I 32 x 7'-4", A36 Standard Steel Pipe Below Final Grade 32 x 12"x J" Cap with hole in each corner. ) ) �I I with 12"x12"x 2' Base and in each corner. Dutch Wall Verify Sail Conditions t I Li U I I 4" PC Slab 321% 12"x J" Cap with " hole 4" PC Slab 5 Rebar 2'-0"oc. to Insure that the ( )2 5 Horizontal Rebar Step Footing to # # w/Poly Vapor Barrier in each corner. maintain 3'-0" w/ Poly Vapor Barrier Short Way Soil will not be _ _ Undermined beneath #5 Rebar 2'-0"oc. Below Final Grade 2• the Existing— - - - - - Short Way o2" g tw 0% 1 Eit E I C [E DRYWELL (3)#5 Rebar Lon 30"z 30"x 12"Conc. ftg. Dr ell 3 5 Rebar Lon Foundation ( )# g 24% 8' /O # Step Footing to y" ] 6•� O# 9 24"x 8" _ _ _ W 5 5 Rebar E.W. /� ` 1 _ _ — — — — — -1 � — Way Coo. Conc. Footing maintain S-O" 30% 30"x 12"Conc. Ftg. Way 6'oc. Conc. Footing �— — — — — — — — — — — — — — — — — — — — (Min. 3'-0" Below Below Final Grade W/(5) #5 Rebar E.W. (Min. 3'-0' Below Final Grade) Final Grade) 305 FLINT STREET WEST ELEVATION_ GREENPORT, NY, 11s44 SCTM: # 1000-48-02-7.1 SCALE: 1/4"= 1'-0" CROSS SECTION ( A'- CROSS SECTION B DRAWING TITLE: SCALE:1/4"= 1'-0" 10 SCALE: 1/4"= 1'-0" 0 ELEVATIONS AND CROSS SECTIONS FINAL NOTES: EVIE11VL;, ; �° 7 A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Living f"� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Room Vv_ / PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL `iFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Wood Handrail DATED � !� /_a0l DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2x2 Balusters FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Wood Handrail SEAL: DATE: MAY 25, 2020 PROJECT N0: 1065-2020 4x4 ACQ Posts 2X6 ACO J 16"'oc.- 2x8 AGO Girders 2x10 ACO Skirt Board � ' DRAWN BY: �•�. .f"4y� BDK Conc, Wall Stairs g" Galy Carriage Bolts � F" y .'a ' CHECKE (Stairs) 9 R301 DESIGN CRITERIA = D BY: .,..a.R. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �� JHEET MBER: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Stair and Porch Detail = COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 0 n CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �; SCALE: 1/4"=1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING COEE OF NEW YORK STATE. .-.,:- DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such agencies ur " 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. .. '00.1/ ® �m� - — �] -- TR DEC 11 KEHL DESIGN ASSOCIATES, LLC "E P residential & commercial design o consulting SIf LA AT P0.Box 1675 phone: X631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net GR'EENFy_" ORT Kehl Design Associates,LLC o formerly D A K Associates,LLC TOWN0� S O !JTHOLD OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the UFFOLK COUNTY, NY. ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 1000 - 48 - 02-1 - 7 . A copied, disclosed to others or used in connection with any Nork or project other than for which they have been prepared without written consent. JANUARY 27 , 2 REV: SCALE : C _ 10 ' MT .A. L . I .R.R. WORK NOTES: EL=12.4' NOT FOR 1 CMF CONSTRUCTION 274.37 a 6 � � Q --o---o- :: TING — z '.EXIS " CONCRE:TE� • USE UNLESS �r- o-- PATIO ON:•'• � CERTIFIED E3Y A o o- P RO F E S,�1 O N A L 4011 C o-- BE ABANDONED IN ACCORDANCE G 4 OLD SEPTIC SYSTEM TO CONCRETE Ng o --°-- I ENGINEER --o--°- -o-- I PATIO ON' E o-_ 0 WITH SCDHS 00 ❑-- °—° °— °-- o— o—o---❑- CONC.COVER ' CE ..t —° - o--° —°— o-- °-- o- 12-11 ( L =T7 SHED IV NEW SEPTIC SYSTEM oroaer PROJECT: EL=10.3' Op --o °-- °-- o----0 ° --❑- TO BE INSTALLED AS PER SCDHS 4 .g' — q C uN, t .. XIS STYNG. CONCRETE ..:CON.CR TE.:. RIVASPATIOON : 5 r- . o �o NEW ADDITION EXISTING 1 STORY HOUSE DRIVEWAY GRADE' o FF=15.9' N82 1 TEST HOLE N kc� t (�L 11 EL.=11.8' R6VEim q e 4710 - N 4� °---- ° -_0 - - -° STOC E FENCE-- ° -- - 305 FLINT STREET - " °N AIt G R E E N P O RT, IVY, 11944 - a-- ° 41-81 (f) EDGE OF PAVEMENT GATE — °--°--°--°-- -°--- ° ° —STOCKADE-FENCE 267,391 i 3' °-- °--°--°--°_ °---°---°---°--�_� SCTM: # 1000-48-02-7. 1 EDGE CONC. EL 12.4' I DRAWING TITLE: OF PAVEMENT AND ONCRETE WALK DRIVEWAY ` qM i Site Flan TEST HOLE BY: EDGE McDONALD GEOSCIENCE KEY T STREE.r : PAVEMENT F DATED: NOVEMBER 21, 2019 PUBLIC WATER IN STREET EL. 11.8 0' r WELL OL DARK BROWN LOAM = 1' ML BROWN SILT A = STAKE FiNA I.— MAP " NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3 ® = TEST HOLE — REVI E �"E D B A DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE BROWN SILTY EXISTING HOUSE — 1 ,024.1 SQFT PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Sm SAND WITH GRAVEL = — SEE DECISION � FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE PIPE HOUSE ADDITION = 619.85 SQFT DATED I2'- I 1 UUNFDESIGN PROFFESSIONAL ORESEEN FIELD CONDITIONSES NO AND ORABILITY ADDITIONSRBASEDIONS DUE TO UNKNOWN UPON COMMENTS NOT OR 5' _ SHED — 99.22 SQFT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � SP COARSE SAND BROWN FINE TO MONUMENT ;SEAL: DATE: ; WITH GRAVEL MAY 25, 2020 8' - WETLAND FLAG LOT COVERAGE 1 ,743.17 SQFT = 21 .2% LOT COVERAGE Sp PALE BROWN FINE PROJECT N0. SAND1065-2020 DRAWN BY. EL. —0.5 12.3' �Q� = UTILITY POLE SITE PLAN DISCLOSURE: ; SITE PLAN INFORMATION IS BASED ` BDK SP WATER IN PALE yy BROWN FINE SAND LOT AREA 8,222 SQFT - MAX LOT COVERAGE — 1 ,644.4 SQFT ON A LAND SURVEY PREPARED BY �: �' ', ,k' : }'' .,. '/± CHECKED BY: PECONIC SURVEYOR P . C . SHEET NUMBER: NOTE: WATER ENCOUNTERED LOT NUMBERS REFER TO MAP OF GREENPORT DRIVING PARK FILED IN THE 631 - 765 - 5020 ( FAX) 631 - 765 - 1797 12.3 FT BELOW SURFACE SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 17 1909 AS FILE NO.369. LICENSE NUMBER 49618 Al 01 ELVEVATIONS REFERENCED TO NAVD 88 P . O . BOX 909 1230 TRAVELERS STREET DOB NUMBER: OF 11 ALL PROPERTIES WITHIN 150 OF PUBLIC ROAD I SOUTHOLD , NY 11971 DATED JANUARY 27 , 2020 KEHL•DESIGN-ASSOCIATES, LLC 1 II TEST HOLE DATA = McDONALD GEOSCIENCE 111/21/19 SURVEY OF PROPERTY i` EL. 11.8' ( A T GREENPORT DARK BROWN LOAM OL it TO WN OF SO UTHOLD it BROWN SILT MLS SUFFOLK COUNTY MY BROWN SILTY SAND WITH f ,.Llla 1000-48-02-7.1 5 GRAVEL SM SCALE. 1'=30 BROWN FINE TO COARSE NOV 11 SAND IM7H GRAVEL SP JANUARY 27, 2020 8' PALE BROWN FlNE SAND SP ion419 Board 0, EL. —0.5' 12.3' WATER IN PALE BROWN FINE SAND SP 17' NOTE. WATER ENCOUNTERED 12.3' BELOW M T� R ELEVA77ONS REFERENCED TO NAVD 88 ALL PROPERTIES Wl7HIN 150' ON PUBLIC WATER FE.END EL=12.4' 2'E CMF 0.5'S 274.37' CMF FE.COR. _ X _N84 �--x—x�x X x X x X LOT 80 � o.+'E'15�40"E c i W o Z� X bo I o Ln _X—X X—� X�X X LOT 78 CONC. CE WOOD DECK ^ a EL=10.3' X—X—X—X 12.1' COVER o (p �q I X FE STOCKADE FEN. SHED N TH 41 8, OAC LOT 82 w LOT 84 I HIM. - X O.L. n CONCRETE EL=11.8 TIMBER zo 1 STY. FR. OIL TANK �i I N82'4 7� 0"yy DRIVEWAY ® LINED N HOUSE _ ON CONC. LX�x_ STOCKADE FEN. GARDEN FF=15.9' N PAD DWELLING X—x--X--x—X_x _ N PUBLIC WATER co x x--X—X--X w 41.8' 9.3' � � CL X 1-X—X FE.END ce X—x_X—x_1267.39 1.2'E KEY EL 11.3' GATE CONC. EL=12.4' ,00.0 1 Q = REBAR FLINT-oCo PAVEMENT STEPS & W T R `_ 0 j STREET W WATER ® = WELL PUBLIC {yq�R IN E� METER co --- -- LU 250.00'--------- = STAKE LOT 10 50.00 CONCRETE r DRIVEWAY +EL 12.0' = TEST HOLE DWEWNGLOT 76 50.00' I PUBLIC WATER DWELLING LOT 77 50.00' � — PIPE PUBLIC WATER ' DWEWNGLOT 79 50,00' ■ = MONUMENT PUBLIC WATER DWELLING LOT 81 50.00' ' = WETLAND FLAG PUBLIC WATER; DWELLING LOT 83 50,00 RE O It PUBLIC WATER DWELLING LOT 85 ' . � = UTILITY POLE � LOT U PUBLIC WATER DWELLING �T T G��I 0 ,/00' NUMBERS REFER TO "MAP OF GREENPORT DRIVING PARK" RILED IN THE PUBLIC WATER r D SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 1, 1909 AS FILE NO. 369. PUB I l am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC710N OF SUBSURFACE SEWAGE DISPOSAL b SYSTEMS FOR SINGLE FAMILY RESIDENCES and w/Il abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and orAREA= . -496 $ LIC. NO. 49618 8,222 SQFT. from data obtained from others. PEC L� S, .P.C. ANY ALTERA71ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE (631) 5 FAX (631} 765-1797 EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER70CA77ONS HEREON ARE VAUD FOR P.O. BOX 909 THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. - SOUTHOLD, N.Y 11971 1 —065 a 051-0 'hu COUNTY OF SUFFOLK RECENED DEC 1 9 2020 Zoning Board Of Appeals Jl,n 1 �1 OFFICE OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Commissioner Economic Development and Planning December 16, 2020 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 Tinter-community impacts. A decision of local determination should not-be construed as either,an: approval or disapproval. Applicant - Municipal File Number._, ._ Miltakis, John(D. Carmizaro QRPT) #7455 - Rivas; Pedro &Tejada,•-Yira #7458 Very truly yours, Sarah Lansdale Director of Planning By Christine DeSalvo Theodore R. Klein, Principal Planner. TRK/cd Division of Planning&Environment H.LEE DENNISON BLDG ■100 VETERANS MEMORIAL-HWY,11th FI■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■(631)853-5191 c =. FORM NO. 3 f:�=CE EL.' TOWN OF SOUTHOLD NOV ! :i°�?0 BUILDING DEPARTMENT SOUTHOLD, N.Y. Zoning Boar Of/tocezl- NOTICE OF DISAPPROVAL DATE: September 11,2020 TO: Yira Tejada&Pedro Rivas 708 Flint Street Greenport, NY 11944 Please take notice that your application dated August 12, 2020: For permit to: construct additions and alterations to an existing single-family dwelling and to legalize an"as built"accessory shed at: Location of property:305 Flint Street, Greenport,NY County Tax Map No. 1000—Section 48 Block 2 Lot 7_1 Is returned herewith and disapproved on the following grounds: The proposed and"as built"construction, on this nonconforming 8,222 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet, a rear Yard setback of 35 feet and maximum lot coverage of 20%. The site plan notes a front yard setback of 4,8 feet a rear vard setback of W4)feet and lot coverage of 2*172% .99. r h In addition, the`as built"accessory shed is not permitted pursuant to Article III, Section 280-15, which requires accessory structures to be located in the rear yard. The shed is located in the sides ard. 4 r t,� Authorized ' n re 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. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS For Office Use Only Fee: $ Filed By: Date Assigned/Assignment No. `-_ RECEIVED Office ° NOV 9 X020 Notes: Zoning Board Of A;:pa� S House No. 708 Flint Street Hamlet Greenport SCTM 1000 Section-48—Block-2 Lot(s) 7.1—Lot Size 8,222 sq.ft. Zone R-40 I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 9/11/2020 BASED ON MAP DATED (Site Plan) 5/25/20_. Applicant(s)/Owner(s): Pedro Rivas & Yira Teiada Mailing Address: 708 Flint Street, Greenport NY 11944 Telephone: 347-819-1947 Fax #: _c/o 631-765-4643_ Email:_pcmoore@mooreattys.com NOTE: In addition to the above, please complete below if application is signed by applicant's attorney, agent, architect, builder, contract vendee, etc. and name of person who agent represents: Name of Representative: Patricia C. Moore Esq. for (X ) Owner, or ( ) Other: Agent's Address: 51020 Main Road, Southold NY 11971 Telephone 631-765-4330 Fax #: 631-765-4643 Email: � 1 cmoorena mooreattys.com Please check box to specify who you wish correspondence to be mailed to, from the above names: C Applicant/Owner(s), or X Authorized Representative, or � C Other Name/Address below:_ WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED 9/11/20 and DENIED AN APPLICATION DATED 8/12/20 FQ4%; c O2p X Building Permit Certificate of Occupancy C Pre-Certific 't�Gq in C3oard opr f Aeals Occupancy ����� C Change of Use C 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.) (1)Article XXIH— Section 280-124_ Subsection_ and (2)Article III 280-15 (Shed) location & setbacks (front yard) Front yard 4.8 (house); Rear Yard 14.1 & 19.8; shed in side yard and front yard setback Type of Appeal. An Appeal is made for: X A Variance to the Zoning Code or Zoning Map. C A Variance due to lack of access required by New York Town Law-Section 280-A. C Interpretation of the Town Code, Article Section C Reversal or Other A prior appeal X has not been made at any time with respect to this property, UNDER Appeal No. Year . (Please be sure to research before completing this question or call our office for assistance.) NONE Name of Owner: Divas & Tejada ZBA File # REASONS FOR APPEAL (additional sheets may be used with-p signature): � "```sy ✓ i AREA VARIANCE REASONS. � Hov 1 9 z�9%0 .LO1l11-.q (1) An undesirable change will not be produced in the CHARACTER-6f the neighborhood or a detriment to nearby properties if granted, because: Flint Street in just outside the Village of Greenport and was developed on undersized lots with non-conforming area and dimensions. The property is Lot 78 on Map of Greenport Driving Park filed December 1, 1909 File#369. The applicant's lot is at the end of Flint Street, the adjacent owner (rear yard) is the Long Island Railroad. The existing house is located 4.8 feet from the street which is in line with the adjacent neighboring parcels. The average setback of the front yards within 300' feet is only ,q5. The owners wish to build an addition to their home which is an accessory apartment for Pedro's mother and father. The plans confirm to the requirements of an accessory apartment (building department did not issue a notice of disapproval for the accessory apartment). The use is conforming,the apartment is part of the principal structure. The parcel is the shape of a triangle, so the new addition can not meet the rear yard setbacks. The rear yard setback of the addition is 19.8 on the east corner and 14.1 on the west corner. The property tapers to the west. The shed is in the only open yard of the property (side of the house). It is less than 100 square feet and provides the only storage space for the family. The shed causes the lot coverage to exceed 20%. If the shed is eliminated the family has no storage. The property is private and well maintained. Most of the homes are pre-existing nonconforming, but some variances have been obtained in the neighborhood. 48-2-17 Mims 10/11/62 #522- both lot coverage and front yard setback granted. 48-2-19 several variances (Lot Coverage 23% and front yard setback 22.6 (40 required) & waiver of merger: #578711/17/05 P)2D-5Q- SQQ- 0Ld�drfi-0(--,0A I Q_1- c anCk #580112/1/05; #54741/22/04 Commercial Properties: 48-2-2 Jernick #15371972 RECEIVED 48-2-2 East End Supply Co. #3013 1/13/83; #3014 2/25/83 1 #3080 2/25/83 (Warehouse building) N0\1 Zoning 'Board Of Appe als (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: Due to the non-conforming dimensions of the property, there is no addition which is possible without a variance. The rear yard is nonconforming. Even a second floor would require a variance. An apartment for elderly parents is not feasible on a second floor. The surrounding neighbor's homes are similar in size and the addition is only 25.3 x 24.5. The apartment is only 619 sq.ft. Pedro's father is 90 years old and his mother is 75 years old. The space is simple,comfortable and provides privacy to Pedro, his wife, and parents. The shed is in the side yard which is the open yard of the existing house. (3) The amount of relief requested is not substantial because: The front yard setback is in line with the neighboring homes on Flint Street. The front yard setback was established with the existing house. The rear yard is adjacent to the Long Island Railroad (Train Tracks). The lot coverage of 1.2% is minimal given the size of the property (8,222 sq.ft. lot size.). There are no environmental constraints on this property. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The front yard setback(average setback)is ,*The proposed addition is modest and the minimum necessary for his parent's comfort. (5) Has the alleged difficulty been self-created? ( )Yes, or ( X )No. The lot and the existing house is pre-existing non-conforming. Are there Covenants and Restrictions concerning this land: X No. C Yes (please furnish 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. RcEl,, u Check this box ( ) IF A USE VARIANCE IS BEd G RTQ0fl0TD, AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET: (Please be sure to consultyour a to ney.) . ; , ,, ,'r\ Sign4tur'e of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to �efore me this lv d of 1 , 20 ttary Pu BETSYA.PERKINS Notary Public,State of New York No.01PE6130636 Qualified in Suffolk Coun Commission Expires July 18. Patricia C. Moore 7-1%9 Attorney at Law f'ECELVED 51020 Main Road Southold,New York 11971 i�!0�l 210 Tel: (631) 765-4330 Zoning ;3oard Of Aooe:FIs Fax: (631) 765-4643 Betsy Perkins Paralegal Julia Spanburgh Julia Schade November 19, 2020 Zoning Board of Appeals Town of Southold PO Box 1179 Southold,NY 11971 RE: 708 Flint Street, Greenport SCTM: 1000-48-2-7.1 NOD Dated September 11,2020 Dear Board members: With reference to the above, enclosed please find 5 surveys for the neighboring properties. The average setback analysis was made based on the following: 1. Survey of 1000-48-2-7.1 (setback of 4.8') 2. Survey of 1000-48-2-9.1 (all setbacks shown for lots 9.1, 10,11, 12.1) 3. Survey of 1000-48-2-11 (setback of 3') 4. Survey of 1000-48-2-12 (setback of.9') 5. Survey of 1000-48-2-15.7 (setback of 35') Based on these town records from the Building Department,the average front yard setback is 8.95'. My clients' front yard setback is 4.8'. The variance requested is only 4.15'. Thank you. Very trul7rs, ej� Patricia C. Moore PCM/jms Encls. TEST HOLE DATA McDONALD GEOSCIENCE SURVEY OF PROPERTY 11/21/19 EZ 118' AT GREENPORT DARK BROWN LOAM 1 TOWN OF SO UTHOLD 1 BROWN SILT ML Q_ ` SUFFOLK COUNTY, N. Y. 3 BROWN SILTY SAND WITH LU' c*' O 1000-48-02-7.1 5 GRAVEL SM i -, ' SCALE. 1 =30 BROWN FINE TO COARSE U SAND W77H GRAVEL SP Ll I JANUARY 27, 2020 B, �[ O cc PALE BROWN FINE SAND SP U' C EL —0.5' 12.3' i WATER 1N PALE BROWN FINE SAND SP to 17' L- NOTE*CE ENCOUNTERED 12.J'BELOW M-r� L. -�-R- SURFA41 EttVAHONS REFERENCED TO NAVD 88 ALL PROPER77ES WITHIN 150'ON PUBLIC WATER FE END EL-124' 02.E 274.37 CMF 5'S CMF — I FE COR I x— LOT 80 � oz•E �� 1 N841540"E m 1 WOOD DECK � x` CONC 1 CES EL-103' —x— x—x—x—x 1'. LOT 7B covER to 1z I'm rx — STOCKADE FEN SHED N TM a18 � LOT 82 �� LOT 84 I X O I CONCRETE EL-11 8 TIMBER n 1 SN FR. M OIL TANK ' NG N82'47'10 DRIVEWAY ® LNED HOUSE ON CONC LX_X_X—X— STOCKADE FEN FY GARDEN FF=15.9' v PAD PUBLIC WATER ~ x—X—X- I O] X_X—%—x—x—% m 41 8' 83, N 1 = KEY EL r1 t.3' CB caTE X X X—X—x—X_XJ 267.39 ONC 2'E 4' (n 1 I EDCE OF PAVEMENT STEPS& 100'OQ� WALK WATER��� LU • = REBAR FLINT' TR ® = WELL PUBLIC WATER 11 MET METER 25o.00! ----------- -- co CONCRETE DRIVEWAY +EL 12.0' A = STAKE LO7 10 50.00' B = TEST HOLE PBu�AG LOT 76 50.00' ER Q PIPE DWEWNG L07 77) 50.00' PUBLIC WATER DWELLING LOT 79 50.00' ■ = MONUMENT PUBLIC WATER WETLAND FLAG DWELLING LOT 81 50.00' ' PUBLIC WATER DWELLING LOT 83 50.00• OF 14,E ry jai = U77LITY POLE PUBLIC WATER DWELLINGLOT 85 T� PUBLIC WATER DWEWNG �T s<+• C�� 0 100' LOT NUMBERS REFER TO MAP OF GREENPORT DRIVING PARK'FILED IN THE PUBLIC WATER D mow°-A SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 1, 1909 AS FILE NO. 369. PUB 1— familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL f SYSTEMS FOR SINGLE FAMILY RESIDENCES and wIl abide by the conditions set forth therein and on the Aga L/C. NO. 49618 permit to construct The location of wells and cesspools shown hereon are from Aeld observations and or AREA= 8PEC P.C. from data obtained from others. 222 a5'Q. FT ANY ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA770M OF S£C770N 7209 OF THE NEW YORK STA IF (631) 5 FAX (631) 765-1797 EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA71ONS HEREON ARE VALID FOR P.O. BOX 909 THIS MAP AND COPIES THEREOF ONLY 1F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET19065 WHOSE MGNA7URE APPEARS HEREON. crlr/TTJU - ln At v 1a07� 5 SURVEY DE LOTS 82 4 84 --- --- - ---- ---- — - -- - - ----- - ------- -M1G1-- 12000 - -- - - Long 151000 PLAN OF PROPERTY KNOWN A5 GREENPORT DRIVING—PARK irar,5�ortat o0 Autr 7r:ky 1�' N NEtra -l.ar�" 1484°15'40n E FILED DECEMBER I,1904,FILE No.36Q xx`x___..xx chars nk ionca x W ` E SITUATE: GREENPORT TOWN: SOUTHOLD , SUFFOLK COUNTY, NYf, ' ,o `1 ii SURVEYED 08-II-2005 � :- Ga --; i -•- _,. � v � SUrFnl-K COUNTY TAX q IG '6-2-Q.I � LSI cG CD C1 ^r C'E1TII'1BD'PO: I h O �myacl,lar � Z Z I 2 Story g o g � Frorhe Noise , @�JjJ b ; B Ngo ' 50' 2'i/�1011� / O o-� (Filed Ma 100.00' gs P' Punt Street SITE 2. " k (C9{}yp a.0.k 1 dS tbftk Sax,3Z' 1 �' k eoflxxk 1 I ^ ( — aetb,c�ck 11 s°�bnck Bpl�ck ' 1 °OUl�k 1 vocanl 11 -u NOTE-5, I i u SCALE 1" = 50' In • MONUMENT FOUND AREA= -L500 5.F or O.IbB ACRE JOIN C. EHLERS LAND SURVEYOR CRAHIG 50ALE I'= 20' 6 EAST MAIN STREET N.Y S LIC NO 50202 6p-%E"6- ____ RIVERHEAD,N.Y.11901 `pm- 369-8288 Fax 369-8287 REF-Z:\proA05105-256 pro AOL RF CILN-D .�..•�^ Nei � NOV I I'rtI y Y �P it r jt-]flin Ba r CJ 0 F la.1r__- 1.5 LA., S . Y , r c ly t•r v.-t. i 1' Ile, f f aY ie r✓rote-;2n o4 Y.•rk �► • -;. P�nC aun,c!o1•r}nkns;aeCit:r r^ s nt:.suet aePa'9"1 w4bo sosdw' vgh'!WWI,COPY- �. Guara+tte�is crtcv`fPec-*n dr3 ertly to tha frsaeti for v*vm L�aaPn f it; sttere en his @seynlF 1� tttlr toorngrnY•em-MrItIrm" A-rr:anP inrtitueon doled lxxo R"L • � ! t � ` ,, + wtkm GarsWiiEntmO Rtwri�+i�r s�>a IL ,4, •: + ,'t•4n,,YP.', . .v v nr.Fc.� �r• '^ �t,+J�'iY. L . 51.55' +•N o9E N 84 v`f CNAf 0`_ ., CEIV—� p 3 � r, N w � � Of r ae � 90 W DECK r^ FE V J �d• Www 7.4' a.v y� 14.r t C FRAME Y sraNy GAaAa( FRAME Off , N Nouse - TITLE USA INSURANCE CORP. TITLE NO. 88-52-64775 WAYDE T. M�ANWARINQ i SrLps JULIA MANWARM o rvE a d r 50.00• 9N N 82 FLINT STREET. SURVEY OF LOT 90 "PLAN OF PROPERTY A T GREENPOR T KNOWN AS GREENPOR T ,DRIVING PARK " FILED DEC. 1, 1909 FILE NO. 369 A T GREENPOR T TOWN OF SOUTHOLD _ SUFFOLK COUNTY, N. Y. 1000 - 48 - 02 - 12 Scale 1" = 20' Jan. 3, 1989 i . LA DS cF 9LF • � 00 Prepared in aogniseh the aiirairsuAt - - .S. LIC NO. 49668 standards/or ti establishedbr the Ll-&LSLed and adopNd u V w RS. P.C. r w �EviYor4 State�artd o F. , Q9� MA 88 - 747 L000 q 43 - 1 \ an+l'40 w- x N dole U L I zomin", BO D , 1 D• V ti _Di u 2- �rairre houee i C P01'f-Ir Y m J� JJ ceSS�naI � W4- 25r N.82'47.10'W. 97.0 I I FL INT S7-2EET I I i SEVENTH S-reee-r MAP oP PrzUPY=1✓ r�- ' -5Jt2VEYEO Fbt2 -,--fOStFPH QNGe\,%(('JE AT C�lc�F=NF�U�T ®r Town of-- 701J TNOLC`, l / scale! 20 = I " APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: ,`l,,0 1G"Vhs yr ra f Mr, Date Prepared: l f ' �j- �?-o I.For Demolition of Existing Building Areas -Please-describe areas-being-removed: --/�c� -- - - ---- - --- --—- - q 1 i H. New Construction Areas(New Dwelling oy Neyv Additions/Extensions): Dimensions of first floor extension:_ Z25-4 Dimensions of new second floor: N Dimensions of floor above second level: Height(from finished ground to,lop of ridge): Is basement or lowest floor area being constructed? If yes,please provide'height(above ground) measured from natural existing grade to first floor: :5 `• M. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: Number of Floors and General Characteristics,BEFORE Alterations: St le 16 - S o ,,V Number of Floors and Changes WITH Alterations: d IV. Calculations of building areas and lot coverage(from surveyor): _ Existing square footage of buildings on your property: /, a y . / A0 vac $ � Proposed increase of building coverage: Square footage of your lot: ' �ZZ Percentage of coverage of your lot by building area: ' ►• ®2 V. Purpose of New Construction: 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): 1 Please submit seven(7)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. 7/2002; 2/2005; 1/2007 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION 4 REC LIVED A. Is the subject premises listed on the real estate market for sales �1���� 4a �� -- - - — Yes- �No- -- ------ ----------- - ---- - -- --- --- - -- --- --- - -- - -------�-B. Ar ere any proposals to change or alter land contours? Z.:;n,ric� No Yes please explain on attached sheet. - . C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submittedwith this application?_ NI 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?_Please confirm status of your inquiry or application with the Trustees: PJ f A. 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? All. A E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? N A 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? 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 ouse- . H. Do you or any co-owner also own other land adjoining or close to this parcel? til 0 If yes,please label the proximity of your Iands on your survey. I. Please list present use or operations conducted at this parcel Aoo!;-� and the proposed use (;Q, (e WI�C9/LQ.0 (ex:existing single fam ly,proposed:same with garage,pool or oth ) Authorize signature and Date �) FORM NO 4 TOWN of souTsoLD BUILDING DEPARTMENT Town Clerk's Office r �_ _ _ Southold, N. Y. � c�ivF� NOV 10 2020 Certificate Of Occupancy `a i c Board C�=,�+.,���e ;s� No. Z44.57. . . . . Date . . ... . . . . . . . . .Nov,.. . . .1 . . . ., 19.71 . THIS CERTIFIES that the building located at . -NIS. .E1int .St. Ext. . . . . . . Street Map No. Grpt.•Dr .pl$lock No. . . . . . . . . . .Lot No. .78.do •80• • . • •Greenport • •N.r$. conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . .J. . .Z. . . ., 19.70 pursuant to which Building Permit No.479 470 . . dated . . . . . . . . . . .June . .4 . . ., 19. .7..0, was issued, and conforms to all of the require. menta of the applicable provisions of the law.The occupancy for which this certificate is issued is . Private .one Xamily.dwelldmg. . . . . . . . . . . . . . .. . . .. . . .. .. . . . . . . . . . . . . . The certificate is issued to .Joseph. Crenshaw. . . . . . Owner . . . . . . . . . . . . . . .. . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval .pave . a� .7 97t . .}�.y . ,• Vf13.& . . . House # 305 Flint st Ext. �_- . . . . . .;. .;. .. . . . . . . . . . . . . p wilding j AGRICULTURAL DATA STATEMENT NJ;.?!' ZONING BOARD OF APPEALS TOWN OF SOUTHOLD HWEN TO USE THIS FORM: The form must be completed by the applicant for any special use permit,site plan approval, use variance, or subdivision approval on property within an agricultural district OR within S00 feet of a farm operation located in agricultural district. All applications requiring an agricultural data statement must be referred-to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. 1)Name of Applicant: f t C4 4 e �(® p�y cis2)Address of Applicant: c O ► 3)Name-of Land Owner(if other than applicant)•: �vr r 4)Address of Land Owner: ' 5)Description of Proposed Project: Add t•}Tb"X IT-3 U u--,,c- 6) m*c6) Location of Property(road and tax map number): 0)O® -- 4 - 2.-- 7 1 7)Is the parcel within an agricultural district?•MNo E]Yes If yes,Agricultural District Number 8)Is this parcel actively farmed?Wo ❑Yes 9) Name and address of any owner(s) "of land within the agricultural district containing active farm operation(s)JO' cated 500 feet of the boundary of the proposed project. (information may be available through . the Town Assessors Office, Town Hall location (765-1937) or f{om any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Address 2. 3 4. 5. 6. (Please 6g, backside of page if more than six property owners are identified.) The lot numbers may be obtained,in advance,when requested from either the,Office of the Planning Board at •765-1938 or on' " Board of Appeals at 765-1809. 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.Solicitation will be made by supplying a copy of this statement. 2.Comments returned to the local board will be taken into consideration as part of the overall review of this application. -3.Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board tb the property owners identified above.The cost for mailing shall be paid by the applicant at the time the application is submitted for review.Failure to pay at such time means the application is not complete and cannot be acted upon by the board. - -- - ------ -- ----- ---- --- 1-14-09 � 617.20 Appendix B Short Environmental Assessment Form j 1\1x v, o LUGS t Instructions for Completing - - - - --Part 1—Project-Information. The-applicant orproject-sponsor is-responsible-for the completion-of Part 11:-Res`ponses-=- '--- — become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information 'r-' a ck fvAlro Name of Action or Project: /� r r1 �7�G1'(-� Project Location(describe,and attach a location map): Brief Description of Proposed Action: P Gj�l LTi�rn � � ►`'� '�S l��.!u-�P Name of Applicant or Sponsor: Telephone: Telephone: 3 9 7_9)9-19 N 7 Wei (ci fi GeCJV'V ofaS E-Mail: �p1C r/1 Address: City/PO: State: Zip Code: 62�9�&--,/ I (1LfN 1.Does the proposed-action onl involve the legislative adoption of a plan,local law,ordinance, NO YES, administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 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: Y 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? ° d acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial esidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑-Parkland - -- - - - -- - Page 1 of 4 { ; ,�:,CEIVED J q� 5. Is the proposed action, °lYaO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? }, AoPe;h 6. Is the proposed action consistent with the predominant character of the existing b`uil't or riatural' NO YES landscape? --- -- - —v-7- - - - -7__-Is the site of the proposed-action located in,-or-does it adjoin;--a-state listed Critical Environmental Area?--- NO-- -YES- — --- - If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 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 YES 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? 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: F 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest �❑ cultural/grasslands 13 Early mid-successional ❑ Wetland ❑Urban EYSuburban 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? V.-I 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? E"NO❑YES b.Will storm water discharges be directed to established conveyance systems(runglfand storm drains)? If Yes,briefly describe: ff NO❑YES 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)? ��J 4f ?� If Yes,explain purpose and size: 1 I 1 7nnina 30-rd O, �ue� 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES .----solid waste management-facility? ----------- - ---------------- --------__ -- .-___—. If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor n e: d GLQ D Date: 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?" -.+",' ''7th �,�,i vz _'• +c rte'- ' i r -".a' `fifi,'°, v+ .?`a j•`." � r��„ ->• ��E ,, � �;�. =3 �,n, - F No,or Moderate small to large 33;; fx ` impact impac aw, '` `� '°� � �: 5✓ may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ----------------- -waterbodies,-groundwater,air quality;-flora and-fauna)?-- - --- - ----- - - Page 3 of 4 �;::•hrr�a.�,ev M.�., .q r,:x. ., ,--•-�r",,„n�y3- :.>.:'.',at �'n�.s'�°5 s�,�,A;u`� 'x'_G� g,# t. " ; No,or Moderate � "F ^.5 -.�` }YlF '7' T('.:j,�Lx"rS• .A'. •rS.�- " �s i.4,,: ;h`xx:4s',, _ .i-��'p"">,��r�•:;.;�'C'� r x�>r,��?�.f; ',!�"k' i�� 5i+ ,�,. f'ti�� small- to large ,.. 2' •-_. Asa � � ,,;��°'��` ��� ,����;1 ��• impact impact a, '•fl„¢h5 f ,,s t;.n.f�.• 3:;'„''`-.:a:... ''is �' sry,Sis^ y .S.` 5.m„ 3w''` aK`•W {f' may may y __ - y } �x S1. ; .' -occur-- -occur-- .'> ;�e3.},"'. _-r:?'%- aa' r6^ .:(`• "C,`!va+s-ar.���,._��� _"� •�A:. '� .,-�°a^?'' i —� 3 _ Vr[J 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? I\1�U ' Il- d L0J P U { Part 3-Determination of significance. The Lead Agency-is responsible for the completion of Part 3n 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 articular___ =- element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) - Page 4 of 4 a Board of Zoning Appeals Application r<EC 11 AUTHORIZATION R (Where the Applicant is not the Owner) t f^: n;n,. ianar,a C?F v1�Y-,rA 1, I, Arn L\/AS .1 TO—(GIA, residing at 7 O� 4b P1 S.�''uJ� (Print property owner's name) (Mailing Address) (cyrpo,�n,� �� � (q 1-44 do hereby authorize �ct_r'V oC c�, r ,r a ooh (Agent) to_apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. Ellst- (Owner's Signature) i (Print Owner's Name) f eAY-a ykrJCxS APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: �eaV Cl IQs a'In�� (�q �� O�GIq F:FECL1,/'ED (Last name,first name,middle initial,unless you are applying in the name of someone•else or other entity,such as a company.If so,indicate the other person's or company's name.) I N 0 V 1 0 0 TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Z�nin� i�oard 0` �;�oe• s Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and,date below.If YES,complete the balance of thisform 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 thi L day of IV o V ,20. - — ---Signatur -- - - L - Print Name QC\�O AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM tp \ 4--) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The pur of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. _---_._--_ T Q YOUR NAME: �. - t'7-(�1/�P - - - . —-- - (Last name,first name,middle initial,unless y u are applying in the name of someone else or other endp h as„ company.If so,indicate the other person's or company's name.) J�! s _TYPE OF APPLICATION: (Check all that apply)__.______ Tax grievance Building Permit – ; ' Goa,- Lf ,`'\pl 1.3 — Variance Trustee Permit — Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?`Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. - -YES - ---NO- If - - - ---- -_ - -- - 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 RELATIONSIiIP Submitted this ay of IV 20 Za Signature Print Name R,1�✓/��C� � '/ ®�?� 9 I I I ` �.j y. lw 8 + W• - �.. s'p" I•� � � t +h ��. � X f � moi' �,�.. `�t� '�.� c +1 W r _ r r. _ f J- - jw Ox a �? 77 „� tir= ._ � ^ l r m , r'- c 4 I t - IT - _ t .L a� iN� GTle I ' e 1 r���4. �R•, � ., i� r s 4� w.,r x. •'z .•T' �^ a _ c:. - � _•a � � d`�t, � • �.R� , .�+C � ,.,.. �•� � t. �„k+�: ,r. .. � mow.. rt y.. � � it � t��; ,� a� �, ;�, `� Z�•. t� • �'�... Y .. � fir. y. !,y ... � � �- � '- �' ♦ '�rr ' .- �� 2� �;+�° `4 �j^ fit _�+ 'f^ - : r� �/ .�f Iti'q t,r•, i i , �` ... 1`► SIA+' t. r a 'F• .�`LN �._.✓_mac. —+_ r _ nL F , i 1 � 1• i.l ,1 1 g q 1 i p A► ;A16 1� Wk 4 I '.r F Ii r7' �r•�- f �F•, dam", -t'�. �� .J I (..,�! F,'y+ice`�•RI ".�/ j , 4 Aw All ,�.♦ \ \ Li r - AML - �y,; _� - , x by Y.. S' �•. i.��-�. ' t s �' r b •- Ooogkr Calendar•Wak of Nov K 0 345 Flint St•Google Maps x ce/3@5*t�Urtt+Sb*�reenp®rt,*NY+11944/®41,0979533,.72.3691901,73m/data#13m I I 1 e314m513m411 sOx89e898d 17f7ec06d:OxcOfd64e31 c6d 519618m213d41.097981714d-72.36960�i; G {eddy Email Lag— O Google Imported From IE(1) a►. FEDE%PICKUP Southold,NY-6ffiForms Archive-Th,•. Calendar Calculator ® HDept ® Legal Forms I Unde...`_ m Wes W ,?° :.�}.mow��' '•,p► �`��.�, d - dt <�• ' �� � ��i. ,; '` 5..� � iii•� _�.. �,} �. �`�5r � _ . Oil- gel r . da / .. _ a fir• r� r.:"I� .r [ ,....r.. i J'Z ��.. ar°It' �►� ,#"�*� w M• �.ra 'a # as t.: „ 1., Greenport West a it r ' l I ' � t 6d n5 1 0. oh Ow N ST. e jo !Cc 50 100 f R '/ co 46 m loc P SO 100 100 --- — -- o L r ACNE sT- o —— _—— m oe a a a co _ 1 O ' •. _ as • � e ..,-- - ST. o FL/NT � ` m x ;g 'r°y RECEIVED• m 1 LROAL) o ND Mrd An-e1{ G i-t; i I KAN_ PROPERTY , r3T l GREEJ`JPBRTI SUFFOLK CO. NY �Of✓N AS GREENPORT OR/Y/NB PARK. ` I SURyLyEo BY C.H.BrjTE/yAN, SHELTER /BLAND N•Y LAID WT iM0 40rS OY C.W.,MAu.C-•_ RROOA[L yN- cjc /V v. 3 9 FIE . TOWN OF SOUTHOLD PRO-?�TY RECORD CARD /U - IV 16vo _ OWNER STREET VILLAGE DIST. SUB. 7L w!f FORMER OWNER A�;'Oy? E- U,b p ,sl E' ACR. �- J U CX, = t/✓uS W TYPE OF BUILDING RES. ? SEA . VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Cry P l of fz�� is - 7L7TL ` -- - ------- - - -- -L /a-733,g 715 - �L i 2� 11b -- _ ! AGE BUILDING CONDITION NEW NCRMAL BELOW ABOVE FARM t Acre Value Per Vclue ` — Ac re Tillable FRONTAGE ON WATER — Woodland FRONTAGE ON ROAD _ Meadowland DEPTH ' House Plot BULKHEAD Tota I DOCK NJ MEMIN loom M Milo 010- - -- --- 0 MI10 MIN NIM momommimm MIN n ■ate■■ a 0 ME moommoommommoommomM ■ mommom C NNE ■fes■■■■■WI��N■ No M ■ ■UMN■A■l1EN _ TOWN OF SOUTHOLD PROPERTY R1 311fls�- �D ---------- OWNER STREET VILLAGE DIST.: SUB. 7- OiiMm1t N E ACR. 7o' 1a c l 7 5 CA —S W TYPE OF BUILDING T, en r ,4is w RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS eke-1 Vill e J 7 rJ,6 1W, 69,0/r 78 lee 2373 z 7-- 1t F6e. 3/06 300 Z,5S,26 Q��/ (,A)fi( A AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Vclue Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK Patricia C. Moore RECEIVED Attorney at Law 51020 Main Road Southold,New York 11971OCTTel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Julia Spanburgh Julia Schade '-�4ber 19, 2020 By Hand R- EIV"D lU" Zoning Board of Appeals Town of Southold Lzoning ,��11 PO Box 1179 n Southold,NY 11971 1 Of V Boars. RE: 708 Flint Street, Greenport SCTM: 1000-48-2-7.1 NOD Dated September 11,2020 Dear Board members: Enclosed please an application to the Southold Town Board of Appeals and my client's check in the amount of$1,750.00 made payable to the Town of Southold. Included in the application is an additional letter with exhibits regarding the average front yard setback for the properties on Flint Street. Please email a receipt of this letter with a date stamp to juliaschade@mooreattys.com. Thank you. Very tru s, a icia C. Moore PCM/jms Encls. ELIZABETH A.NEVILLE,MMC Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 y Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS i • Fax(631)765-6145 MARRIAGE OFFICER y� RECORDS MANAGEMENT OFFICER ®,� .1,`�® Telephone oldt -nny.g00 FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: November 24, 2020 RE: Zoning Appeal No. 7458 Transmitted herewith is Zoning Appeals No: 7458 for Pedro Rivas & Yira Teiada: �Notice(s) of Disapproval The Application to the Southold Town Zoning Board of Appeals Applicant's Project Description Questionnaire Correspondence- 11 I I oil Zo LeA 14-o I—SA 2 _,/Certificate(s) of Occupancy Building Permit(s) Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, etc.) Misc. Paperwork- Copy of Deed(s) Findings, Deliberations and Determination Meeting(s) /Agricultural Data Statement Short Environmental Assessment Form Board of Zoning Appeals Application Authorization Action of the Board of Appeals Applicant/Owner Transactional Disclosure Form(s) Agent/Representative Transactional Disclosure Form(s) ,LVW Consistency Assessment Form ,,/Photos `/ Property Record Card(s) Maps- Survey/Site Plan Drawings town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/24/20 Receipt#: 276508 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7458 $1,750.00 Total Paid: $1,750.00 Notes: 48.-2-7 1 Payment Type Amount Paid By CK#121 $1,750.00 Rivas, Pedro &Ylra Tejada Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Rivas, Pedro &Yira Tejada 708 Flint St Greenport, NY 11944, Clerk ID: JENNIFER Internal ID 7458 i AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICESOUTHOLD'TOWN ZONING BOARD-OF APPEALSTHURSD'AY, FEBRUARY 4,2021,at 10:00 AMPUBLIC HEARINGSThis PUBLIC HEARING will be held virtually via the Zoom online platform. Pursuant to Executive Order 202,1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted.The public will have access-to view, listen and make comment during the meeting as it is happeningvia Zobm-Webinar. Details about how'to tune in and make comments during the meeting are on the Towns website agenda for this meeting which may be viewed at http:/IWww.sotjtbQidtownny,gov/agendatenter. Add itionally,.there will be,a link to the Zoorh Webinar meeting,at http:J/www.southoldtownny.gov/ca lend ar,as px. 101,00 A.M.-GEORGE CAVAGNARQ#7452- Requestfora variance from Article XX111, Section 280-124;and the Building lnspectoes October 28,.2020 Notice of Disapproval based on an applicafion,fora permitto construct additions and alterations to an existingsingle.family dwelling;at 1) located less than the,code required front yard setback of3,5 feet; located at:265 Racketts Court,Orient,NY., SCTM No.1000-17-6-9-1.10:10 XM',-PEDRO RIVAS ANb YIRA TEJADA 47458-Request for Variances from Article 111,Section 280-15;Article XXIII,Section 280- 124;and the Building Inspector`s September.11, 2020 Notice of Disapproval based on-an application for a permit to construct additions.and alterations to an existing single family dwelling and to legalize an "as built?' accessoryshed;at 1)proposed dwelling is located less than the code required front yard setback of 35 feet;2) proposed dwelling is located less than the code,required rear yard setback of 35 feet;3) proposed construction more than the code permitted maximum lot coverage of 209,/0;4)"as built"stied located in other than the code permitted rear yard;located at:305 Flint Street,Greenport, NY. SCTM No.1000,48-2-7.1.10:20 A.M. -MARL SHEA#7460-Request fora Variance from Article.XXIII,Section 2;80-124 and the Building Inspector's December,1,2020 Notice.of D,isapproval.based can an application- for a permit to construct additions and alterations to an existing single f4rdily'dwelling;at 1) located less than the code required`front yard setback of 40 feet;located at:7350 Smith Road,Peconic,NY.SGTM No.1000-98-42S,1.10:50•A.M,-PETER AN[3.VAURIE SAKAS(BREEZY SHORES COTTAGE#16)#7461 Request for a Variance from Article.XXlll,Section 280-123.and the B'ullding inspector's December,8,20,20 Notice of Disapproval based on an application fora permitto construct additions and alterations to an, existing seasonal cottage;at 1) a•non-conforming building containing a non-conforming use shall not be enlarged, reconstructed,structurally altered or moved,unless such building is changed to a conforming use;at:65,490 Route 2S, (Breezy Shores Cottage#16,Adj.to Shelter Island Sound)Greenport, NY. SCTM#1000-53-5-1.2.6, 10:4.0 A.M.-CHARLES AND HELEN SZARKA(BREEZY SHORES COTTAGE#17) #7462 Requestfor a Variance from Article•.XXIII,Section 280-123 and the-Building Inspector's December 8, 2020 Notice of Disapproval based on on application for a permit to construct additions,and alterations to an existing sensorial pottage;at 1) a non-conforming building containing a non-conforming use shalf not be enlarged, reconstructed,structurally altered or moved,unless such building is,changed to a conforming use;at:65490 Route 25, (Breezy Shores Cottage#17,Adj.to Shelter Island•Sound)- Greenport,NY.SCTM No.#1000-59-5-12.6. 10:5Q A.M.-MATTHEW KAFLIN AND KATHRYN COLLINS #7464- Request for Variances from Article.XXlll;Section 280-124;and the Building Inspector's October 22,2020 Notice of Disapproval based on an application for a permitto construct additions and alterations to an existing single family dwelling;at 1) proposed dwelling is located less than the-code required front yard setback of 35 feet; 2-) more than the code permitted maximum lot coverage of 20%; located at:328 Avenue B, Fishers Island, NY. SCTM No. 1000-6-2-13.1.11,,00 A.M.-KONSTANTINOS DIAKOVASILIS 17465SE-Applicant requests a Special Exception under Article 111,Section 280-13B(13). The Applicant is owner of subject property requesting authorization to establish an Accessory Apartment in an existing-accessory structure; at: 2095 Ruth Road, Mattituck, ,NY. SCTM#1000-106.-7- 6.1:00 P,M.-12425 SOUND,LLC,ANDREW FOHRKOLB 0459SE—Request for a Special Exception pursuant to Article XV,•Section 280-626(11) and Article XXVI,Section 280-146D,the applicant is requesting permission to convert and expand an existing two story residential dwelling to six units of bf447580-3d30-48be-a32a-b6a207ad3606 kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS AFFIDAVIT OF PUBLICATION The Suffolk Times \ affordable rental housing,located at 12425 Old'Sound Avenue, Mattituck, NY SCTM No.1000-141-8- 39.1.,20 P.M.:SUFFOLK COUNTY ENERGY.STORAGE Ii, LLC#7463SE—Request for a Special'ExceptiQn pgrsgantto Article XV,Section 280-62B(S);the applicant.is requesting permission to construct and allow for public utility strUctures•and uses;i.e.,battery energy,storage system facility; located at 69430 Main Road(NYS Route25),,Greenport,IVY S,CTM No.10170-45-5-1.The Board of Appeals will hear all persons or`tWt represdntatives,desiring;to be heard at•each hearing, and/or-destring to submit written statements befarethe,coriclusiorl,dfeach hearing. Each hearing-will not.startearlier than designated above, Files are ayalfabie for review on ThleTpwffs Web(ink&aserfiehe undeC Zon;ilig 5oard'QfAppi�als (ZBA)\Board"Actions\Pending, Click Link:http://24,;�8.Z8,2ZS.2040/weblink/BrdWse.asp*?dbid=o. If you have questions,please telephone our office at(631)7.65.-1809,or by email: k'rrrri'@southoldtow.nrty,govDated: Januar 21,2.421 ZONING BOARD OF APPEALSLI SLIE KANE ,WEISMANz CHAIRPERSON 6Y:Kim Ir,Fuentes,54375.Maln.Road(Office),P.0,Box 7.179, Southold,NY 13971-059 bf4475,80-3d30-484e-a32a-b6a207ad3606 kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS RECEIVED AFFIDAVIT OF PUBLICATION The Suffolk Tim es FEB 2 4 2021 State of New York, Zoning Board of Appeals County of;<Suffalk, ^ The Undersigned is the authorized de.00ee,of,-the,publisher ofThe Suffolk-Tirnes;-a-Dally Newspaper pubii+-shed in Suffolk County;.New York. 1,certify'thatthepoblic notioa,'a-printed,copy of which is attached hereto,was printed andd•pu,blished irt.this new.soppererr the,fpiloving date's; January 2$,_2021 _ This newapgr-has-been designated by-the Coun y.Clerk of Suffolk County,at,a newspaper of recb�d in, lf4county,.and•as such,is eligible to publish such notices, l 'Signature' Eliot T Putnam - 'Printed Name ;, Subscribed and sworn toybefore me, This,,a doy.of 202 Notary Sign'at ` pua tr'►►rrl,lr STATE~•`�''• �' OF'NEW FORK•• _ 3 NO-PARI•PUBLIC; N ALBANY 01RE6398443 p Notary Public Stamp % p ., *•'�� `� bf447580-3d30-48be-a32a-b6a207ad3606 kimf@southoidtownny.gov SOUTHOLD TOWN BD OF APPLS r - z BOARD MEMBERS ®f$®Ur Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� ej®� 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes e Town Annex/First Floor, Robert Lehnert,Jr. ® aQ 54375 Main Road(at Youngs Avenue) Nicholas Planamentoco \a Southold,NY 11971 http://southoldtownny.crov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631) 765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 4, 2021 PUBLIC HEARING Due to public health and safety concerns related to COVID-19, the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the FEBRUARY 4, 2021 Zoning Board of Appeals meeting will be held via video conferencing, and a transcript will be provided at a later date. The public will have access to view, listen and make comment during the meeting as it is happening via Zoom. Details about how to tune in and make comments during the meeting are on the Town's website agenda for this meeting which may be viewed at http://www.southoldtownny.qov/agendacenter. Additionally, there will be a link to the Webinar Zoom meeting at http://www.southoldtownny.qov/calendar.aspx. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. 10:10 A.M. - PEDRO RIVAS AND YIRA TEJADA#7458 - Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124; and the Building Inspector's September 11, 2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to legalize an "as built" accessory shed; at 1) proposed dwelling is located less than the code required front yard setback of 35 feet; 2) proposed dwelling is located less than the code required rear yard setback of 35 feet; 3) proposed construction more than the code permitted maximum lot coverage of 20%; 4) "as built" shed located in other than the code permitted rear yard; located at: 305 Flint Street, Greenport, NY. SCTM No. 1000-48-2-7.1. 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 on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link:http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email:kimf@southoldtownny.gov Dated: January 21, 2021 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 BOARD MEMBERS �QF-SOUr/f� _ Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 0 • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento IiYCOU Southold,NY 11971 http://soutboldtovmny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 January 4, 2021 Dear Applicant; Due to public health and safety concerns related to COVID-19,the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the February 4, 2021 Zoning Board of Appeals Regular Meeting will be held via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions for the video conference hearfi g,and material required to 'prepare for the ZBA public hearing which includes: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum-of"seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than January 28, 2021. To avoid weather damage to your sign please-affix it.to a stuxdy'surface such as plywood.-If your sign is damaged please call the office and we will provide youu_with another one. Prior to your public hearing, members of the.Board of Appeals will each conduct a personal inspection of your oroperty If a Board member reports that there is-no.signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of video conference meeting. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office by January 25,2021,verifying that you have properly mailed and posted.Please attach a photograph of the posting on your property with your affidavit of posting, 5. Instructions for Laserfiche/Weblink to view application. Instructions for.ZBA__Pub_lic Eieari,,s' Page 2 y Please send by USPS Certified Mail, Return Receipt the following documents 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. We ask that you send your mailings promptly so that if any piece is undeliverable,you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done.by January 19,2021. a. Legal Notice informing'interested parties of meeting being conducted via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765=1809 or email us at kiinf@southoldtownny_gov or elizabeth.sakarellos(a)toWn.southold.ny.us c. Instructions for"Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files,provides both location addresses and mailing addresses in their current Assessment Roll listing. (See.Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold', ssessors��Assessment Books/Tax Rolls' 20'10-2019 02019 http:H24.38.28.228:2040/weblink/O/doc/1022250/Pa eg l.aspx. IMPORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kimf@southoldtownny.gov, and promptly USPS mail the originals to the Town of Southold, ZBA, P.O. Box 1179, Southold,NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing pursuant to New York State Law. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. Sincerely, Kim E. Fuentes Board Assistant kimf@southoldtoMM.gov • t t; 'ij 'rs k �E. NESV Y'.OR - r r A a 590Al < �k 2 1. _'`P ,. a- w, •-"`T.-3Y'rlr,� r' �� L. 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'LasbLink, iri;rh�Wemet -Ii C.Aornize Search (Fil -1 Sart results by Relevance�o`• Records Mn9emt SearchT ,a+i. 1 3Yt i 97016 Field Board Actions-83 pages) I choose PaidPage count.83 Template name:Board Actions Page 3—Colin and Kristen Cashel PROPERTY LOCATION-162 Lower Shingle Hill.Fisher_ �sS:B Page 4-19,2017 07016.Cashel SCAM No 10069-1.26 minimus approval to rema_ Page 5 y 19,2017 07016.Cashal SCTM No 1000-9-1-26 GRANT,the variances as_ -i Seard,— Page 9..COLIN&KRISTEN CASHEL SECTION 009 BLOC.. Page20-Thomas Ahlgren(CashoIN PO Box 342 Fishers lsland.NY.. �'----- ' 15 Show more Informatlon. ®7018 Board Actions-56 page(s) Page count S6 Template name:Board Actions _ Page 48-9:30A.M.-COLIN CSHELAND Variances under Article ld.5ecton ANN_ Page 48-ance(s)KRISTEN CASHEL07016-Request proposed trellls located In other tha.. Show more Information... - Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and_Lot) using the format 1000-111.4-1. Laser-fiche WebUrili - __ = MyWE6t nk 1,help i Pkout 1¢g Home Browse- search •TownOfSouthold-zoning Board ofAppeals(ZBA)>minutesiAgendasnnai Naodce5lt(ea Vvg Name � .—.._..._____.._.__�._c _�—r T,x_-c -3� .i,��i "s' �w'w;,,�"•zjxk''ca� • Pa count � Minutes/Agendas/Legal , � ��'P•�;, - '"'�'�r,e�-'�r'r"<���'sx- rr Notices/Hearings I M 1957.1979 F. i EntryPropeitles;� 1980.1999( 20062009 ( Path TovaiOl50u01oldVoningflood - 1 �s3 2010 of Appeals ? IZBA)11.14tutes/APvavLega1 s r X12013 Creation date 711012001 2 57.40 PM Ea 2014 - - Last modified i ED 2015 12/1fJ201627514014 R3 2016 - t`R Me[ada[a- — ••! n 2017 I `L_ No metadata assigned ,; Page 1 of 1 11 Enh _- omw.a�n.a.�.xuoalrPaa.a erw..w:iv:au,.ss+fseaars L3s�,rnrK�•esvrei. - _ -_ - _ - :•t:�„';i��- - Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ^ ZBA Files Page 5 La9erflche WebUnk_ • - _ _ _ - t�l?Nc�cst-iteipi.no�4.t `.Home'�8towsc'�Search,' `TmamOfSo+,t<hbkl?`�oni{ig`9oard nfAPPCa[sLlelf>t.lmrtesJ/�eadeslteBalNPh � ?201Y„- _!�.�- ;+'=� •^,�` -:si.`='�;,:,?; x . 2017 I.`i Name'4�•`_”, page manL_ ^:fit,. o - kEtltfy P[Op .0Gk ZBM0110512017- ------------------------------ ----_'---------- ---- 'Y" ' # DZRA-01r05=17Agenda a Path _ '•"�y Qj ZB&01/05M17 Hearing 40 _! 'lawnOfSouftIdQbning-Board -- -- -- .. .- _ __... 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E �rF HEA' Rli4i� .'he following application will be heard by the ,Southold Town Board of Appeals VIA ZOOM WEBINAR - REFER TO ZBA ` 'EBSITE FOR AGENDA on httpmo southoldtownny. viov NAME : RIVAS , PEDRO # 7458 4 CTM # mN 1000-48-2 - 7 . 1 VARIANCE : YARD SETBACK, LOT COVERAGE, LOCATION OF SHED REQUEST: ADDITIONS AND ALTERATIONS TO DWELLING, °°AS BUILT" SHED DATE : THURSDAY, FEB . 4, 2021 70 :10 AM You may review the file(s) on the town 's website under Town Records/Weblink: ZBA/ Board Actions/ Pending . BA Office telephone (631 ) - 765=1 809 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------x In the Matter of the Application of AFFIDAVIT RIVAS OF MAILINGS Appeal # 7458 SCTM Parcel #1000-48-2-7.1 -------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, JULIA SPANBURGH, residing at RIVERHEAD, New York, being duly sworn, depose and say that: On the 15th day of JANUARY, 2021, 1 personally mailed a true copy of the Notice set forth in the Zoning Board of Appeals Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post-Office at Southold, New York, that said Notices were. mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. 4 JULIA S BURGH Sworn to before me this day % S� Jan ry, 2 21 (Nota tic) BETSYA.PERKINS Notary Public,State of New Yet No.01 PE6130636 Qualified in Suffolk COun� Commission Expires July 18, MOORE LAW OFFICES A Signature - ❑ Agent 51020 MAIN IROAD ❑Addressee, SOUTHOLD NY 11971 X B. Received by(Printed Name) C. Date of Delivery. I 1 1 Article Addressed to D Is delivery address different from item 1? ❑Yes ROBERT VAN BRUNT If YES,enter delivery address below: ❑No 210 FLTe STREET ! GREEXP,' IT.' NY 11944 t III ILII I IIIIIIIIII III VIII IIIIIIIIII IIIIII E 9290 9902 7906 6900 0013 38 I 1 2 c e Nu ra r om s c la B: SetvMd Type;,, --E&Certified Mail@) ❑Certified Mail@ ''sj Restricted behvery (� .PS Form`,38,11 Facsimile, Jul�r,2 °� �� Domestic Return Receipt Ald Y n. 5o 4 ry.i i.d e 1^� a t ,3!Y ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF SIGN RIVAS POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-48-2-7.1 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, PATRICIA C. MOORE residing at Southold, New York being duly sworn, depose and say that: On the 25th day of January 2021, 1 personally posted the property known as 305 Flint Street, Greenport by placing the board of Trustees official Poster where it can easily be seen, and that I have checked to be sure the post has remained in place for seven (7) days prior to the date of the public hearing. Date of Hearing to be held on Wednesday, February 4 on or about 10:10 a.m. i Patricia C. Moore Sworn to before me this 2 day of February , 2021 tary Public I BETSYA.PERKINS Notary Public,State of New York No. 01PE6130636 Qualified in Suffolk Coun Commission Expires July 18,1. MOORE LAW`•OFF•IC'ES A tur f ; ❑Agent j 51020 MAIN ROAD 11 Addressee SOUTHOLD NY 11971 X i ei d by(Pant Name C. Date of Delivery 1. Article Addressed to: D. Is delivery address different from item I, Ll Yes ! `' If YES,enter delivery address below: ❑No DAV Va�,`.8 ,DEBORAH KING P 0 B;0,X`114 5 GREE'fJP,ORT NY 11944 1 III IIIIIIIIIIIIIIII III IIIII IIIIIIIIII 111111 � 1 9290 9902 7986 6900 0013 14 V 2 Article Number�rransfer from se c /a a 3. Service Type ®Certified Mail® ❑Certified Mair ! 9214 7902 7906 6��1�136 13 10 RestrictedDehvery PS Form 3811 Facsimile, July 2015 Domestic Return Receipt J MOORE LAW OFFICES t 'A.:Signature: 11 Agent ❑Addressee 51020- MAIN ROAD X j SOUTHOLD, N Y 11971 B. Received by(Printed Name) C. Date of Delivery 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No TIMOTHY & ,VIRGINIA CLARK 704 FLINT ST 2 GREENP,ORT NY 11944 Illlllllllllllllllllllllillllllllllilllllll � - -- 9290 9902 7906 6900 0012 91 2. Article Number(Transfer from service label) 1 3. Service Type ®Certified Mails ❑C Lifted Man® I 9214 7902 7906 6900 0012 97 _ RestdctedDehveryL-77 ,d'� PS Form 3811 Facsimile,;July 2015 '' Domestic 2! n Receipt A. Sign re ❑Agent MOORE LAW OFFICES 51020 MAIN ROAD ❑Addressee SOUTHOLD NY 11971 PDN rsd ei d by Pnn d Name) C Dat of De ery 1. Article Addressed to: livery address rent from m 1? ❑Yes If YES,enter delivery address below: ❑No 905 9TH STREET LLC PO BOX 44,6 PECONIC'5!NY 11958 IIIIIIIIIII�i�illll•.IIIIIIIIIIIIIIIIIIIIII 9290 9902 7906 6900 0013 69 j 2. Article Number(Transfer from service label) 3. Service Type ®Certified Mall® El certified Mall® 9214 7902 7906 6900 0013 65 Restricted Delivery r ; P-.,S Form 3,8,11; Facsimile,,July,2015: . Domestic Return Receipt l RECEIPT � RECEIF� � RECEIPT IV;' � RECEIPT — 9214 7902 7906 6900 0013 58 9214 7902 790 ^'013 27 9214 7902 7906 6900 0012 97 9214 7902 7906 6900 0013 65 1 FROM' FROM: FROM FROM i MOORE LAW OFFICES MOORE LAW OFFICES MOORE LAW OFFICES MOORE LAW OFFICES RE rivas zba RE rias zba i RE nvaszba RE rias zba ,t SEND SEND TO. TO Mario Garrido 1217N10JK LL d ' �� y&V 310 Joh Green' 11944 nt 446 Grey oW 11944 no NY 1195 CE EQpp'� FE ,P FE s age IV I' Posta ��-�,� 05 postage 0 50 i e 50 tett ed Fee Certrfie� 3 Certified Fee 3 55 a 55 Return R eceipt 1 � Return Receipt 285 � Re 285 'R I I Restricted I Restricted Restnc TO 690 I TOTAL $6 90 ; TOTAL $6.90 TOTAL $690 POSTMARK OR DATE I POSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE 1 RECEIPT CEIPT RECEIPT RECEIPT I RECEIPT 9214 77902 7906 6900 0013 41 9214 7902 7906 6900 0013 72 9214 7902 7906 6900 0013 34 9214 7902 7906 6900 001310 9214 7902 7906 6900 0013 03 I FROM FROM FROM• MOORE LAW OFFICES FROM. FROM � I MOORE LAW OFFICES , MOORE LAW OFFICES MOORE LAW OFFICES MOORE LAW OFFICES i RE rivas zba RE rivas zba RE rivas zba RE rivas zba _ RE rivas zba - I- n; "S,A� SE Q 7 79� SE_ rr 12r>El3�P_� SEND E D TO. • I Don �I a,Mgr C 7 Viol ique Reed Rob <u t i avi &De or n ^� St r s Dept NTA ,p 0 y oah arter&Seodin p 7;;, �� �} 1 W yupp 2d§treetQpt GC G NY 11� Hi 9 I'�M dpRa(dr�oa 9 UJI V ort.NY 11944 port NY 1194 S GW Ygr,��lYs1Q�0 II, Ho NYYA73' — JB���Y1°4p4n F /e} Posta (�5 0 50 Post 5 Certifie 5 ge w�,• 0 Postage I Po �� 50 Certrfie 11 �QFee 55 Certified Fee 3 55 Certi 1 3 55 Return Race 2 85 Return Re c i 285 e,r e 2 85 Retum Receipt 285 Return Recei 2 85 Restricted Rest A P Restricted Restricted I Restricted I TOTAL $690 TOTAL $690 TOTAL $6.90 TOTAL $6.90 I TOTAL $690 N, POSTMARK OR DATE POSTMARK OR DATPOSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE E i / 1 �T e e e e e M0-ORE LAW-,OF = A-Signature p•q ` - gent ' f 51020 MATIN ROAD ❑Addressee SOUTHOLD NY 11971 X AJ B. f1lebrived by(Pante Name) C Date(f Delivery I 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes D 0 N N A 'L• D I L L P E, MGR — CIV ifN��,enter delivery address below- ❑ No STRUCTURES DEPT NTA LONG ISLAND RAILROAD HILLSIDE MAINTENANCE COMPL HOLLIS NY ,11423 I 1111111 IIIIIIIIIIII IIII�lIIIIIIIIIIIII - IIID 9290 9902 7906 6900, 0013 76 I 2. A ,c a Nu Iqe pnsfer rom s c /a e 3 'Service Type ®Certified Mail® ❑Certified Mail® 9 2 Z 9 b 2 7 9�6 691 13 7 2 yp Restricted Delivery f PS Form 381„1.Facsimile, July:2015 I; Domestic Return Receipt j � i MOORE LAW OFFICES A Signature ❑Agent 51020 MAIN ROAD El Addressees X •I SOUTHOLD NY 11971 j B. Received by(Pnnted Name) C Date of Delivery 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below- ❑No NOAH CARTER & SEODIN O'T00'�_� } 125 E 2D STREET APT GC NEW YORK NY 10009 III II III 111111 t _ IIIII III IIIII II 11111111 III I II 9290 9902 7906 6900 0013 07 2. Article Number ) 'y (Transfer from service label 3. Seance Type ®Certified Mail® ❑Certified Matl® J 9214, 7902 7906 6900 0013 03 Restricted Delivery PS Form 3811 Facsimile,.July,2015 Domestic Return Receipt , MOORE LAW OFFICES A. Signature 51n20 MAIN ROAD /� eat SOUTHOLD NY 11971 X / % ❑Addressee B Receiv y,(/�rinted Name) C. Date of Delivery 1 Article Addressed°to: + D. Is delivery address different from item 1? El Yes TWO&S L')�-C, If YES,enter delivery address below. ❑No 2710- Kt R'WI'N BLVD 'GREENPO�RT NY 11944 IIIIIIIIIII illllllll _ IIIIIIIIII Ililllllll III 9290 9902 7906 6900 0013 21 2-Article 9479 Number 02r 7906m6900/O'613 27 3. Service Type ®Certified Mail® ❑CertdiedMa110 r Restricted Delivery PS;Form:3,81,1. Facsimile, July 2015 DI =--- _ �o,mestic Return Receipt USPS Tracking® FAQs Track Another Package + Tracking Number: 9214790279066900001358 Remove X Your item was delivered at 10:52 am on December 9, 2020 in BOSTON, MA 02199. m CD m a v G Delivered December 9, 2020 at 10:52 am Delivered BOSTON, MA 02199 Text & Email Updates u Tracking History December 9,2020, 10:52 am Delivered BOSTON, MA 02199 Your item was delivered at 10:52 am on December 9, 2020 in BOSTON, MA 02199. USPS Tracking® FAQs ' ,�A4 Track Another Package + Tracking Number: 9214790279066900001341 Remove X Not Trackable CD a Delivery status information is not available for your item via this website. v 77 Can't find what you're looking for? Go to our FAQs section to find answers to your tracking questions. FAQs BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®��®� ®���®� 53095 Main Road-P.O.Box 1179 4 ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, Aw Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�iYC®U Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD l� November 23, 2020 Tel.(631)765-1809-Fax(631)765-9064 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 pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7458 Owner/Applicant: Rivas, Pedro & Tejada, Yira Action Requested: construct additions and alterations to an existing single family dwelling and to legalize an "as built" accessory shed Within 500 feet of: ( ) State or County Road ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District (X) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA C airp rson By: Encls. Survey/Site Plan: Peconic Surveyors, P.C. dated January 27, 2020 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson SOF so Southold 53095 Main Road•P.O.Box 1179 �0� alp Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �I,YCOU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 February 26, 2021 Patricia Moore Attorney at Law 51020 Main Road Southold,NY 11971 Re: ZBA Application#7458,Rivas-Tejada 708 Flint Street, ,Greenport SCTIVI No.-1000-48-2-7.1 Dear Mrs. Moore; Transmitted for your records is_a copy of the Board's February 24, 2021 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions,please don't hesitate to contact our office. Since , Kim E. Fuentes Board Assistant Encl. cc: Building Dept. �T ilei 1� KEHLDESIGN ASSOCIATES ac SITE PLAN �, Bvaenna a commermi levan.eo�wAma AT _ -_ PO Box 1675 phone (631)433-9084 GREENPORT Soulhdd,NewYatr 11971 FMal abn699opfoninenet ;- -�- =�� '� aeN nA55°0°lei LLCol DAaAuocnles LLC ��7 T T �T i •F .uYF f TOWN OF SO V THOU WNERSHIP &USE OF DOCUMENTS v 1 q I tt ®�® These drawings and specifications including the Y• ideas, design and arrangements represented SUFFOLK COUNTY, NY. DEC therein, are the property of KEHL DESIGN ASSOCIATES, LLC No part thereof shall be 4 I copiedisclosed to others or used in connection 1000-48-02-7.1 with anyd, work or project other than for which they have been prepared without written consent JANUARY 27, 2020 ' REV SCALE: 1"= 10' M T.A. LA.R.R• EmmaS WORK NOTES NOT FOR 274.37' t. Z, l CONSTRUCTION USE UNLESS CERTIFIED BY A � — N8415'40"E aosErnaers w PROFESSIONAL ENGINEER 12.1' OT 7 wmm emNs co"e covin Ii ;,G - ::�;+ ..I.,----------- SHED co NPROJECT _ „3 _ I EW BFPfIa BVBTd TD BE MarAllIDAa r+exsroNs 41.8• ms CONCRETE RIVAS DRIVEWAY NEWATNIRNN, o®xrio,a+o"vNal+aE "n „r N82°47'10 , a„ RESIDENCE ---°—^—°—o--o-- °_.�osroc�p�NoN N 305 FLINT STREET °— °—°—°—°— GREENPORT,NY,11944 m 41.8' fq EDGE OF PAVEMENTGATE 267,39' STOP I SCTM:#1000-48-02-7.1 EDGE OFpgVEMEN7 s- a +'' DRAWING TITLE ^pro ONCREfE WAIX DRIVEWAY TEST HOLE BY. FL�N�- ^� EDGE OF VEMENT Site Plan 'Y S Pq McDONALD CEOSCIENCE KEY �E^� DATED NOVEMBER 21,2019 .�REBAR PUBLIC WATER IN STREET EL 118— 0' ®_ � OL DARK BROWN LOAM 1OTES ML BROWN SILT A -STAKE 3. THESE PIANS ARE AN MSIRUNENT OF THE SEANCE AND ARE THE PROPERTY OF THE BROWN SILTY =TEST HOLE TS WILL BE EXISTING HOUSE= 1,024.1 SQFT PRo°�INTON UES DOUR OF THE LASEAL IS AFFIMD X CONTRACTORS VERIFY ALL SM SAND WITH REHI COIOIODNS AND DMENSIONS AND BE SOUEY RESPONSIBLE FOR Fall RT THE GRAVEL =PIPE HOUSE ADDITION = 619.85 SQFT DESIGN!PROFFES90NPL ASSUMES NO UA910 FOR ONNISIONS DUE TO UNKNONN OR BROWN FINE TO SHED= 99.22 SQFT UNFORESEEN FIEL(NO CONDITIONS AND OR TO THESE BASED UPON COMMENTS NOT SP COARSE SAND � MONUMENT FOMIALLY A0010MIDGE0 AS AEN90N TO THESE BANS WITH GRAVEL SEAL DATE B ' =WETLAND FLAG LOT COVERAGE 1,743.17 SQFT=21.2% LOT COVERAGE MAY 25, 2020 SP PALE BROWN FINE PROJECT NO SAND SITE PLAN DISCLOSURE 1065-2020 EL -05— 12 3' r�=UTILITY POLE DRAWN BY SITE PLAN INFORMATION IS BASED BDK SP WATER IN PALE BROWN FINE SAND LOT AREA 8,222 SQFT- MAX LOT COVERAGE= 1,644.4 SQFT ON A LAND SURVEY PREPARED BY CHECKED BY LOT NUMBERS REFER TO "MAP OF GREENPORT DRIVING PARK” FILED IN THE PECONIC SURVEYOR P C SH ET NUMBER NOTE RATER ENCOUNTERED 631-765-5020 (FAX) 631-765-1797 A101 123 FK' T BELOW SURFACE SUFFOLK COUNTY CLERICS OFFICE ON DECEMBER 1, 1909 AS FILE NO.369. LICENSE NUMBER 49618 ELVEVATIONS REFERENCED TO NAVD 88 P 0 BOX 909 ALL PROPERTIES WITHIN 150'OF PUBLIC ROAD 1 230 TRAVELERS STREET DOB NUMBER OF SOUTHOLD, NY 11971 DATED JANUARY 27, 2020 MIDD1GN•ASSOQAIE$ GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION % C 0 IhN' T R A C T 0 R T E SGeneral Notes: �� t'J" 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ____ - " ° r '___ U� �D �_L I ° e� %% W1�•All studs to be SPF 2 or better,. and all o NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ll1>� `� :�� _I _ .3 r. they structural wood to be Douglas Fir Larch 2 or better. �%%� I �` � �"� �!" 8�� l GENERAL NOTES: # - g � # 2. FIRE SAFETY: --- � 2. All structural wood shall be in, accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES Id,C 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL i ( -- "� ; A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ZIN CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall 'ibe in accordance with 'the specified code. B. LOCKED AREA. KLI/ residential & commercial design • consulting PRACTICES. 2 4. Pre-manufactured trusses`.' C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box phone: 1631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4, a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5• corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values; 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. THE CONTRACTOR SHALL, LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• a, Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN = 1, 0,000 PSI ACCUMULATION. E 90 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 9• Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL. DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CO\lST_RUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12• CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR .ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NIOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATE GROUND 'NIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION 8314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEIED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 4A 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY I SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE FROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301,2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115,DESIGN CRITERIA EXCEPTION: FOR ETH THE NATOOMS URAL LIGHT EET OANDEXCEED LATIONCHAPTER REQUIREMENTS, 8303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL OCCUPANCY OR USE LIVE ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITEDSTORAGE b,g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT 4 USE OCCUPANCY CORRISION-RESISTAN T ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMI rTED FOR BUILDINGS WITH A MEAD ROOF FEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,, IS 180 MPH (290kps) OR LESS. W TABLE R301.2,1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: ► TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) 8301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PAN-L 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 1D 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 30 Ya BASED ANCHORCH DIAMETER WITH2 W 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION 8301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 3 STORY =13,_2y16,, AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH INTERNATIONAL RESIDENTIAL CODE STAIRS 40 UPDATED WITH THE 2016 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. INTERNATIONAL CODE SUPPLEMENT. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ilk V" E I D C' E FOR SI: a. This table is based on 180 mph ultimate design wind speeds v„Ic and a 45-foot mean roof height, TOTAL HEIGHT FROM RIDGE TO GRADE 15'-7 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. ( ) Fasteners shall be located a minimum of 1 inch from the edge of the panel. 305 FLINT STREET APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SIDECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. GREEtVPORT, NY, 11944 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ,µ TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM: # 1000-48-02-7.1 ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE: e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section 8405 and the provisions of sections 8401 through 8404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW BASEMENT 342 sq. ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN NEW FIRST FLOOR 342 sq. ft. b c d THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR aMATE FENESTRA]lON SKYLIGHT GLAM CEtlm WOOD MASS FLWR BASEMENT SLAB CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U= U-FACTOR FENEMTON RNALUE FRAME WALL WALL , fl-VALUE WAIL RNALUE SPACC FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOO b,e R-VALUE R-VALUES RNALUE 6DEFM R•VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPTUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,21111 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I I I I I I I CODE OF NEW YORK SEAL: DATE: NA For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. 1-1-factors and SHGC are maximums. When insulation k instoled in a cavity which is less MAY 25, 2020 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. b. The fenestration U-factor column excludes skylights. The SHGC columna lies 'o all lazed fenestration. : .L zx ar`'+ 1065-2020 BONUS ROOM NA pp g ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN � � �• j'� DRAWN BY: C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. / y UNDER FEDERAL COPYRIGHT LAW. ".. a a:a;�`" interior of the basement Wall. BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD r ' ` NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. / e". EKED BY: MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF «. basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous _ THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE COVERED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation at -.he interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. � � 1` SHEET NUMBER: � g.rrK , - � � POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE =- d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab G 1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. "�" $.,,� �° ��' CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved ' IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONEAcce Acceptance of these drawings does not authorize the right to build without f. Reserved P 9 9 ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. 9 9 g encY P " (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to L Mass walls shall be in accordance with Section R402.2.5. The second R-value aaplies when more than half the construction. o KME)ESIGN"AS 0 MATES,IDC insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF / / �- �5„ TWO 8d NAILS THIS // /' / //� /// // DOUG_ MTS20 L_ TS20 '��r' ALLOWABLE LOADS 2 LOAD SIDE OF TRUSS. ' PROVIDE (1) HGA10KT ON SIDE OF CEILING JOIST � '. � � ' � ', EiS_.'�E3'.1 FASTENERS LATERAL WITHTOTAL -FOUR e �. 0 ° o MODEL GA TO UPLIFTUPLIFT (133/160) Sdxt}" RODE 8d NAILS AND ON SIDE OF RAFTER M/15'// f NO. TO TO NAILS INTO TRUSS °o %/ RAFTERS/ PLATES STUDS ULT. (133) (160) , F2 (133& s TRUSS SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION =®= TAKE-UP WASHER H7 16 4-8d 2-8d 8-Sd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND �� vu DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design • consulting ' H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTg"02 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o ° So Box 1675 phone: @op 433 4084 CODE Southold,New York 11911 E-Mail: ssbn654@opfonine.nel MODEL GA ULT. LFTA LFTA REF. PLATES °o ° °• ° N0. INTO MAX. CLEAR L QTY DIA 1 2" 2}" 3" 3" 1}" 2" 2�" 3" 3}" WIDTH SPAN �" EIGHT Kehl Design Associates,LLC o former D A K Associates,LLC INTO NAIL S 1FD 4 LFTA 16 2 " 17" 381„16-10d — 4200 1205 1400 5, 44, 85 STUD „�„/T// "'`../� �T%///'�'f:' 7/,j�//Ty///r7 oo, UWNEkSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / S0. PINE o° These drawings and specifications including the c2 ALLOWABLE UPLIFT LOADS 3 FASTENER MODEL L AVG 1Dd lOd x 1}" CODE o ° ideas, design and arrangements represented N0. ULT. REF. LFTA L_ S T A 21 ° 10d tOd x 1�" (133 / 160) (133) (160) i X °° ASSOCIATES, LLC. No part thereof shall be ° therein, are the property of KEHL DESIGN ° o ° Simpson Strong-Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 HGA10 °° with any work or project other than for which 0 i1;`_ .�w -'-- 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 I ART "x12 ��- 0° DETAIL "K11they have been prepared without written consent. MTS20 ° ° ° LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 CNWSTU DETAIL "E" `° 5"' 8 — COUPLER NUT DOUG-FIR-LARCH Equal number of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In ° TAKE-UP WASHER ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ NO. TION each end Simpson Strong-Tie (100) (125) 160 G 515 645 670 CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAM "H11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL STUD LENGTH OF BOLT 2,3 AT HIGHEST MACHINE AVG AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ®o N0. BASE BODY HB4 SB W H B SO CL DIA 11 BOLTS DESIGN LOAD DESIGN ° GA GA WHEN RAISED OFF QTY DIA 12" 2" 2}" 3" 32" 5}" LOAD THE SILL PLATE o ° 0 HD2A 16 12 21�" 24" 2 8" 2�" 1 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 F2, 43, 82 ° o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS DF SP ODE h NO. AVG II yW L STUD PLATE ULT. (133)' / (1 60) R 5P4 3J" 74" -10d x 1 2917 735 885 7, 40, 127 o DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL �t GA W L NAILS F100 R (133) (160) REF. N0. LSTA21 20 11" 21 - 905 1205 1295 7. 40. 90 °o WORK NOTES: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS FLOOR (133) (160) REF. 100 Simpson Strong-Tie STUB"- MSTA24 18 1,1" 24 18-10d 1025 1370 1640 1 7, 40, 90 LUS40 SIMPSON NOT FOp TOTAL ALLOWABLE TENSION LOADS NAIL CODE T��1 R MODEL L FASTENERS SPACING REF. HD2A TAKE-UP WASHER N0. (LENGTH ESD GA CUT LENGTH (TOTAL) (I 00) (133 / 160)2 OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Slmps)n Strong-TIe ONS 1T RUCTION " CS16 150' 14 16 CLEAR SPAN +31" 28-8d 1235 1650 2jg" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 M NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DN. DOUG-FIR AR HN ALLOWABLEA ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAW H B 1PEEADERS6d JOISTS AVG UPLIFT FLOOR 100 SNow 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" r ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF, ALL LIABILITIES ON THE CONTRACTOR. DETAIL "III CNW— CERTIFIED BY A LUS45 18 3{$ 4J" 2 _— 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 HUS210-2 14 3� 9{� 2 -- 8-16d 8-16d 607611755 2105 1650 1900 2065 ART�'x 1, 36, 84, 122 COUPLER NUT PROFESSIONAL 12 5. DOUG-FIR LAR H PINE ALLOWABLE STU 8'— FASTENERS UPLIFT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. NO. CA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 z HGA10KT 14 4-SDS4"x1}" 4-SDSJ"x3" '1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- J SIDE OF TRUSS, COUPLER NUT S P 4 PROJECT: TOTAL FOUR /. m SE A MINIMUM OF 8d NAILS TWO Bd NAILS THIS� o STU ANCHOR BOLTSINTO TRUSS MTS16 LSTA21 SIMPSON TRUSS,SIDE OF MTS15 SIMPSON TAKE-UP WASHER TDTAL FOUR HD2A Strong-Tie 8d NAILS L_S T A 21 INTO TRUSS HUS210-2 7_1 RIVA b. TWO °� o FI Ft' SIE."." E [AU02"m 8 AILS i TO PLATES EIGHT-" TWO 8d NAILS-__,4/-- 8d NAIL ° INTO 0° AIL A I' 305 FLINT STREET INTO �� �� STUD Simpson Strong-Tie PLATES ° DET H7 EIGHT ' REENPORT, NY, 11944 8d NAIL ® DETAIL "D" DETAIL "G" DETAILINTO STUD Simpson Strong-Tie ° H7 Simpson Strong—Tie DETAIL "L►' SCTM: ## 1000-48-02-7.1 LFTA ° RDD SYSTEM DRAWING TITLE: LFTA LFTA Ridge StrQpping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS L_STA30 NOTE: DP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA =-12.58 cu.ft. per vertical ft. 1'-O" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft, per vertical ft. lROOF AREA = 657 sq/ft / ROOF DRAINAGE I ROOF .3"IITHROUGH ROOF ROOF 3 CALCULATIONS AND 3" v = A x R x c PLUMBING RISER DIAGRAM LTP4 2" 2 A = 657 sq/ft I •• LTP4 BATHROOM 2.. 2 ' R = 2" RAINFALL = .17 ft 3 2 LTP4 2 2.• C = COEFF. = 1,0 NOTES: ,st FLOOR V = 657 x 1 X .166667 = 109.5 C.F. THESE PLANS ARE AN INSTRUMENT F T DETAIL "C„ FLOOR 2" 2, z • 0 HE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie 109.5 / 22.3 VERTICAL FT. / FT = 4.91 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE F l o o r-t o-F l o o r Connections Rid e Stra m 3 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 DETAIL "B" g pp g AE F.A. VENT USE (1) 6 DIA. POOL 5-O DEEP = 5 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4C. ABOVE GRADE Detail 4 OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie G 3" - Floor-to-Floor Connections SE SCWA APPROVED SEWERAGE SYSTEM 109.5 / 12.58 CU.FT / V.F. = 8.7 V.F. SEAL: DATE: USE (2) 4' DIA POOL 4'-6" = 9 V.F. MAY 25, 2020 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PLUMBING RISER DIAGRAM (NTS) PROJECT N0: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF 1065-2020 DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO 9.. . _ . : �"�^a BDK N❑ SUBSTITUTIONS POOLS (1/2 OF THE ROOF TO DRAIN TO EACH Afi �' CHECKED BY: R301 DESIGN CRITERIA" All framing hardware shown on these plans, POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC �®�""�--����� HEFT NUMBER: unless otherwise indicated, is Simpson Strong-Tie, R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LCADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). `' LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A No substitutions are approved or authorized, COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES ;+ `' (`/��- � V Due to the relationships of framing hardware to CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT. hardware substitutions will render these plans R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS �5', t °w rjel^ 41 DOB NUMBER: OF null and void, and Neill result in the installer/contractor assuming responsibility for the design and USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE - - performance of the entire system, HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL • p y 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. ® KEHI?DESIGN°ASSOCIATES, uc ' 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) r -8" 25'-4" - - - _ " $"x18" Anchor Bolts �7_4Fl> KEHL DESIGN ASSOCIATES LLC residential & commercial design • consulting • - - - - - - - --!�_ - - - I I o P0.Boz 1675 phone: (631)433-9084 I I J"x 18" Anchor Bolts 32"oc. Verify Soil Conditions I I Southold,New York 11971 E-Mail: ssbn654@optonline,nel $'x 18' Anchor Bolts to Insure that the I I I ` Soil will not be Kehl Design Associates,LLC o formerly D A K Associates,LLC Undermined beneath I ( Verify Soil Conditions 5.. 18" Anchor Bolts 32"oc, 1'-8" the Existing " to Insure That the x 1'-4' '-0" -0" '-0" OWNERSHIP & USE OF DOCUMENTS: I e Foundation Soil will not be o N I Undermined beneath These drawings and specifications including the I I the Existing ideas, design and arrangements represented 21'-8" 72-4" Foundation therein, are the property of KEHL DESIGN 10'-10" �(Y% ASSOCIATES, LLC. No part thereof shall be 10'-10" 3'-0" copied, disclosed to others or used in connection I I I I I �'� ( 30"x 30"x 8"Cont. Ftg. �2'-fi -4' -0" -0" �4'-0" with any work or project other than for which e"x 18" Anchor Bolts - they have been prepared without written consent. W/(5) #5 Rebar E.W. I I I I , II I 54'x " LVL Flush Girder I I 1 Ir,r1 [See Stair and Porch Detail I I � II� _ _ _ _ _ I t'`1 '_. REV: I �� I I 4 I N III Provide (2)2X8 ACO Buck I I T L — I Around the Door Opening o 2'- 2' -2° I I 02 J"x 18" Anchor Bolts 32"oc. VerifySoil Conditions I I �x 18Anchor Bolts I I �2-g� _'O to Insure that the Verify Soil Conditions � " I .,. I I to Insure that the 30% 30"a 12"Cont. Ftg Soil will not beo 5 5 Rebar E.W. Undermined beneath I I Soil will not be W �( ) fl I I Undermined beneath I FOOTING DETAIL the Existing I I the Existing Foundation Foundation J"x 18" Anchor Bolts 32"oc. I I I L - - - - -•--- - - - - - - - - - - - - --F— — � i I L - - - - - - - _T— — —— — B WORK NOTES: 23'-0" 2'-4' 1 SUBFLO O 25'-4° NEW FOUNDATION LAYOUT PLAN- Scale: T-o" NOT FOR FOOTING PLAN- CONSTRUCTION Scale:4'= V-o" USE UNLESS A CERTIFIED BY A PROFESSIONAL ENGINEER 25-4"- o" 15'-7Y'— - 2-1 REPLACE EXISTING NEW NEW NEW 2646 WITH C 135 W1 5L CW1 35L NEW TW3446 I A Provide Drain lo Pan BeneathLo Washer I LDW Washer and pryer g Kitchen n PROJECT: -- -- Dryer un I — — — 12'-10' -o isti Ba m m I 1s6n RUVAIU-i w istl Kft n Dining Closet is' g Di ' g Ar rash Imm 0% Nk N A01& Ill _o" Room Bathroom IDEN Exi I r-1o° c — — Seg See Stair and Porch Detail I I ` 00I Attic o � I Access I isti Exi ng 305 FLINT STREET J C t ose Wo 68 2868 � GREENPORT, NY, 11944 N 00 1-0 SCTM: # 1000-48-02-7.1 00 cv DRAWING TITLE: 1 0 Living Bedroom FOUNDATION FOOTING PLAN "N Room Exi ng B roo is ' g Lf ' g Ro ' ting dr AND FLOOR PLANS NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE RELOCATED RELOCATED NEW REPLACE EXISTING DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE TW2646 2" TW2646 TW3446 2646 WITH PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL M. NEW FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE TW3446 DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR -�" 13'-0° -1Vt2 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 25'-4EXISTING FIRST FLOOR PLAN- 1B FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ° SEAL: DATE: Ie: � eSC _ MAY 2020NEW FIRST FLOOR PLAN .4 PROJECT NO: Scale:4" '-o" = EXISTING BUILDING ; ° .4;,.. .�; �w j, C:t�r '� 1065-2020 ° DRAWN BY: BDK CHECKED BY: A R301 DESIGN CRITERIA 1 © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS - :i .. '' SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO >AFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AN[ STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A _e__._ �m COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR PCNT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF _>� CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF TNS SECTION. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Al1 01 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODEOF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Departments, DEC, FEMA etcVerify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) p . y re g KEHrDESIGN-ASSOCIATES,uL • 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 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