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HomeMy WebLinkAbout7403 qo ML I(qxA. qq>o ^Denied i' -FiD Apd t- tirtda 61 (0 i a a _,T 0# AYV xXIEt; See Zo-iaf FM «tele �/�. 1zlul�� CHECK BOXES AS•'COMPLETED ( ) Tape this form tc __---_---- o Q 0 ( ) Pull ZBA copy of 1 CD n. 0 g ( ) Check file boxes' r+ •`D CD CD N ( ) A-s-sigp next norm o "' outside of file fo i ( ) Date stamp eritii Q X o O O0 N file number m cn v ;r> ( ) CD CD Hole pufich,enth ( o XN n Q�-w ��(before sending @ o � CD rn) Create new inde, w oo ( ) Print contact Prepare transmil lov ( ) Send original Pl � co` 'N,.� ( ) to Town Clerk- ) tape b N tiy,•x Note inside fi#.e ( and to e to�i,nsid Co Count- ax ( ) Copy cD a •tl neighbors and Af - C.° ( ) Make 7 copio ai,, ,s ( ) Do mailing lata# 0ID 4 L � 4A 10 2)IJAD 61 k 65 - BOARD MEMBERS r SDUT Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� yol 53095 Main Road•P.O.Box 1179 h O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. • �O� 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento liyCOU Southold,NY 11971 http://southoldtowimy.gov E E�I ZONING BOARD OF APPEALS ��,1 �; LEE D 3'0 pK TOWN OF SOUTHOLD AUG 2 5 2020 Tel.(631)765-1809 •Fax(631)765-9064 A�� 0, ��QwA SO ®ld Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20, 2020 ZBA FILE: 7403 NAME OF APPLICANT: Andrew and Linda Toga PROPERTY LOCATION: 2425 Mill Creek Drive, Southold SCTM No. 1000-51-6-40 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 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 23, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 22, 2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the Coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The recommendation includes the requirement of a natural vegetated buffer to be established on the sloped areas in the south and west of the lot. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 25,307 sq. ft. parcel having 100 feet frontage along the southeast side of Mill Creek Drive West, Arshamomaque, Southold, and is improved with a one and one half story frame house with garage. The property measures 212.00 feet south of Mill Creek Drive West to Arshamomaque Pond, then runs westerly 117.44 feet, then runs 185.55 feet north to Mill Creek Drive West, and back 100.00 feet along Mill Creek Drive West all as shown on survey prepared by Lisa McQuilkin, L.S., last revised July 17, 2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 30, 2020 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling; at 1) less than the code required minimum rear yard setback of 50 feet; located at: 2425 Mill Creek Drive, (Adj. to Arshamomaque Pond—Long Creek) Southold , NY. SCTM No. 1000-51-6-40. Page 2, August 20, 2020 #7403, Toga SCTM No. 1000-51-6-40 RELIEF REQUESTED: The applicants request a variance to demolish the existing dwelling and to construct a new single-family dwelling on the subject property with a 41.3-foot setback from the rear property line adjacent to Arshamomaque Pond (Long Creek), where the code requires a minimum of 50 feet. The existing residence is set back 41.3 feet from the rear yard property line, and the applicants wish to maintain that saine non-conforming setback for their proposed new residence which will be built on a new foundation. ADDITIONAL INFORMATION: This property was the subject of a prior variance application(ZBA File# 7219) heard on December 6, 2018 at which time the owner's representative gave testimony as to the nature of the variance request for additions and alteration, confirming that the existing dwelling had a rear yard setback of 38.9 feet at its closest point and that the proposed second story addition would be setback 41 feet from the rear property line, which the Board granted as applied for. The agent also stated that the proposed renovations would be supported by the existing foundation and that the goal was to preserve the existing structure. The applicant also proposed the instillation of an advanced IA septic system that has subsequently been approved by the Suffolk County Department of Health Services. During the December 6, 2018 hearing, and as stated in the ZBA determination dated December 20, 2018, the representative was advised that if the existing residence was demolished for any reason at all, they would have to return to this Board for further review. On January 9, 2020 the Board received a written request from the applicant's agent for a de minimum determination from the approved variance because the existing concrete block foundation had been seriously damaged by water, mold had resulted, and that it was no longer structurally safe to build upon. As a result, the existing dwelling would have to be demolished,the existing foundation would have to be removed, and a new foundation would have to be installed to support a new dwelling. That request was denied in a letter dated January 29, 2020 based upon the fact that a demolition is not a minor alteration, and that once a structure is demolished, variance relief is extinguished. He was advised to return to the Building Department to obtain a new Notice of Disapproval if an area variance was required to rebuild. The Board received a new variance application with a Notice of Disapproval dated January 30, 2020 which requested relief for a 41.3-foot rear yard setback where the code requires a minimum of 50 feet During the August 6, 2020 hearing for this current application, the applicant's representative explained why the existing foundation had to be abandoned and the existing dwelling had to be demolished, and argued that the applicant could not build the new home he desired without variance relief, noting that the rear yard setback variance previously approved would be maintained. Although the Board acknowledged the slopes on the property and the additional challenges the building site presented, including the presence of wetlands and the building code requirements for distances among various utilities, several suggestions were still made by the Board as to how the applicant could build a new dwelling in conformity with the code, since he now had a"blank slate"to start with. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6, 2020 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-W)(b M. No evidence has been submitted by the applicant that non-conforming rear yard setbacks from the creek are characteristic in this neighborhood. However,the Board notes that in its determination on the applicant's prior application (ZBA File # 7219) the Board determined the grant of the variance would not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. As noted above, the only difference between the relief sought in that application and the present one is that there, the applicant proposed only additions and alterations to the existing structure as opposed to a complete demolition. Page 3, August 20, 2020 #7403, Toga SCTM No. 1000-51-6-40 2. Town Law &267-b(3)(b)(2). Although the fact that the proposed action went from an "additions and alterations" to a "demolition' had little effect on the Board's finding under Town Law §267-b(3)(b)(1), the same cannot be said when analyzing the criteria under Town Law §267-b(3)(b)(2). Here, the fact that the proposed action went from an additions and alteration to a demolition has a significant impact on the Board's finding. Since the proposed action is a demolition the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The footprint of the existing non-conforming residence to be demolished is being proposed for the location of a new dwelling, which would subsequently require a rear yard setback variance to proceed with construction. However, because the existing residence is being demolished,there is no need for an area variance, since there is sufficient room on the site to construct a new residence in compliance with the current zoning laws by moving the proposed footprint an additional 9 feet farther from the rear property line. 3. Town Law X267-b(3)(b)(3). Consistent with its finding in the Board's determination in the applicant's previous application, the Board now also finds that the variance requested herein is mathematically substantial, representing 17.4%relief from the code. 4. Town Law X267-b(3)(b)(4). The applicant failed to submit any evidence to suggest that a variance in this residential community will not have an adverse impact on the physical or environmental conditions in the neighborhood. However, the Board notes that in its previous determination it found that no evidence had been submitted to suggest that the grant of a variance would have an adverse impact on the physical or environmental conditions in the neighborhood. The fact that the currently proposed action went from additions and alterations to a demolition has little impact on this particular criteria. Moreover, the Board notes that although the LMW recommendation of CONSISTENCY as proposed with a non-conforming rear yard setback is "based upon the size, location, proposed construction and wetlands that'surround the lot on two sides," the proposed new construction can be resized, reconfigured and relocated in a footprint on the subject property that is conforming to the code and that will avoid potential adverse impacts to the creek or wetlands. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The fact that the proposed action has changed from additions and alterations to a demolition only exasperates the finding that the hardship is self-created since a new structure can be located in a conforming location. 6. Town Law X267-b. As with the Board's finding with regard to Town Law §267-b(3)(b)(2) above, the fact that the proposed action went from additions and alterations to a demolition is a significant factor in the Board's finding and is why the Board now finds that grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the proposed new single family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. In conducting the balancing test required by New York Town Law § 267-13, the fact that the proposed action has been changed from additions and alterations in the previous application to the current application for a demolition has a significant impact on the Board's determination. The Board's findings that; 1) the hardship is self-created, 2) the variance is substantial, 3) the benefit sought can be achieved by some other method and 4) the relief requested is not the minimum action necessary, outweighs the findings that granting of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties or that there will not be an adverse impact on the physical or environmental conditions of the neighborhood. The balancing of the factors under New York Town Law § 267-B therefore, weighs in favor of denial of the application. Page 4, August 20, 2020 #7403, Toga SCTM No. 1000-51-6-40 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to DENY the variance as applied for, Vote of the Board: Ayes: Members Weisman(Chairperson)Acampora, Dantes,Lehnert, and Planamento(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2020 TEST HOI yG McDONALD GEOSCIENCE APPROXIMATE LOCATION �� uo5000 DATE: APRIL-1O, 2017 SY 00��`�t Y, OF WELL HEAD pp0 08 10, " EL 10.0 SM BROWN SILTY SAND. NOTE; SANITARY SYSTEM EL �\ BROWN FINE TO v p04 NOT LOCATABLE. �'Z COARSE SAND. 0 0 RL 0.6 p5100 VOp41G ti o4 , WATER IN PALE BROWN Gy, 100 ty0�B ( I tir pG�OY 2oo,�v 'xi FINE TO COARSE SAND. C{,S 1 E4 �ENR ti �� EL-7.0 �� ti°• - WATER ENCOUNTERED (�6 9.4tt. BELOW SURFACE IL� i i l5oft• °� 1 yylv�y�l� yGUY � o• 0 PROPOSED WIRE �p0 DW 15' o TRENCH DRAIN No: LOT COVERAGE CALCULATIONS: W[DT l 1 �3 5 p a LOT AREA: ±18,945.81' Sq.FL = 0.43 ACRES PROPOSED FRAME DWELLING =2,030.12 Sq.Ft. 1000 GALLON ° A WOOD DECK = 336.00 Sq.Ft. I I \ PROPANE TANKott COVERED PORCH+STET'= 171.33 Sq.Ft.1. P.LINE I STEPS+LANDINGS = 83.00 Sq.Ft. �IETAININGEAALL f DWELLING ROOD STEPS = 59.45 Sq.Ft. AS REQUIRED 1 I0ti / CELLAR ENTRANCE = 55.00 Sq.Ft. w I 1 (T.w. WELL WATER 11.5) f o °o 1000-051.00-06.00-039.000 SHOWER = 21.00 Sq.Ft. A co ,Mtiy 1 I 1 N LAND NOW OR FORMERLY *TOTAL AREAS =2,755.90 Sq.Ft. ""I r PROPOSED X TH DAVID & MMYN FUHRMANN GAS LINE 10.0 i PROPOSED •LOT COVERAGE = 14.549 (ALONG WALL MIN. G RETAINING WALL w AS REQUIRED -7,Lb F 1 \ / I 0.0 J 2ft (T.W. 11.5) I N0'2 PROPOSED IN G G ^' EXLSTING� HYDRO-ACTION SANITARY SYSTEM RECEIVED IAN i/A. �15Oft. t119fk TO19U ABANDONED 1 t35 �� i ti% �`� 6� " ° PROPOSED Oft stip APPRiI TE LOCATION FEB ZO O j _ _ _ ��.i' DI UTION BOX OF WELL HEAD o �titi � � �t39 5 Mo �A� � PROPOSED HYDRO-ACTION CONTROL PANEL AND ° " ±27.4 J 5.8R PUMP ON 36"x38"x8 WITH Bill 10/10 VIRE. Zoning Board O Appeals ,4 iv /r 22.58 , , /PROPOSED AIR VENT AT ' FRAME ' I BU��H_�AING 18" ABOVE GRADS 'PROFUSED/ L�-' SUNROOM ED a r WITH CHARCOAL FH.TER. ° /,GARAGE.o PROPOSED 4.9(GF 13;7)% 1. DRIVEWAY No:3 �t DW �M ,/i/, , . i 5.7 ti I 39�S PROPOSED.;' il,,'ll! M APPROXIMATE LOCATION t f 1 /SHOWER"/', OF SANITARY SYSTEM 7.17/, 77 T, ?`4.00, 23.4 . + , 'b 192tt 1 p (PROPOSED _ PROPOSED, ti i/COVERED PORCH PROPOSED t�, o / I CELLAR ENTRYS r // �/ / o ,i, STONE WALKWAY tlp0 I•t3�%�Ox5.5 L_ /%ij�j�li/'%ij�i Rw EaSTING i/; SHOWER ==14.0=$i;/PROPOSED/ 15Oft. SEE NOTES PROPOSED 6' '0 Oo / WOOD DECK°';%i%2-STORY 0 EXLSTING NO,OTHER-SANITARY SYSTEMS o // RLLING i_j�/ `�• WELL HEADY .g HUi.15ufi,ilF i ELL,MUD. .� / --_-- % No: 2425% o j�(FF 16,4/,16.45 jj j DW W f I I I A I I --14. -= /14.25/`/ 15.45 9 0 l/6I y 0 S' S S•H rl A Crj Il�r r1-1-141 I DW mamG ►c� C�2 �n C� 1e•O_H/ ISEENOTScm, -12 -L12� i t \ EXISTING EXISTING g(� I WOOD STEPS-COMPOSITE 0 _ , _ �_ 44 No:4°!S \ _STEPS AND_ ° Nqji _LANDINGS _ Fm No:5 S 0°20'16� �CALCULATED- 117.44 NO (120±-DEED) ' ARSHAMOMAQUE POND == (LONG CREEK) - (UNDERWATER LAND) �6 FLOATING METAL RAMP WOOD DOCK �� a 20.0x6.0 2.7x12.3 aft, 'h DOCK NOTES: ±D5OC is rt 146.95 •PROPOSED SANITARY SYSTEM DESIGN, DRAINAGE DESIGN & RETAINING WALL DESIGN AS PER SITE-PIAN BY JOSEPH FISCHETTI, P.E., DATED: DECEMBER 20, 2017. •EXISTING SANITARY SYSTEM IS TO BE PROPERLY ABANDONED. •EXISTING WEII,,,LOCATION PROVIDED BY HOMEOWNER. •SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING DWELLINGS ARE'AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. •MARK-OUT'NOT DONE AT THIS TIME. SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES OR STRUCTURES. SANITARY DESIGN: t EXISTING CHIMNEY & SHOWER TO BE REMOVED IN THEIR ENTIRETY. (THREE BEDROOM SYSTEM) APPLICANT-OWNERS: DRAWING INFORMATION: (DESIGN AS PER JOSEPH FISCHETTI, P.E) •(1) HYDRO-ACTION AN4O0. . ANDREW E. TOGA & LINDA M. TOGA SCALE: 1"=30' DRAWN BY: R.K.H. •(1) 4'0"DIAMETER DISTRIBUTION :BOX. FILE No.: Q199-11 •(3) LEACHING GALLEYS N 4'0"DEEP. PROPERTY INFORMATION: DATE: JUNE 16, 2011 •(1) EXPANSION GALLEY. UPDATED: APRIL 12, 2017 ''AREA TO'DEED LINES: 20,899.08± Sq.FL=0.48± AC. ADDITIONAL MAPPING:SEPTEMBER 12,2017 ® IVE , ELEVATIONS.,IN•NAVD88 ADDITIONAL MAPPING:NOVEMBER 1, 2017 �������°G'� ' 0 LISA McQUILMN F ADDITIONAL MAPPING:DECEMBER 5, 2017 SURVEY OF ADDITIONAL MAPPING:JANUARY 26, 2018 w � .^ LAND SURVEYING DESCRIBED PROPERTY ADDITIONALMAPPING: MAY 25, 2018 �: ., ADDITIONAL MAPPING: MAY 31, 2018 - �,.�-, •274 EAST MAIN STREET AT SOUTHOLD, TOWN OF SOUTHOLD, ADDI'T'IONAL MAPPING: JULY 17, 2018 EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK ADDITIONAL MAPPING: FEBRUARY 21, 2020 TEL: 631-277-3605 SCTM: 1000-051.00-06.00-040.000 ���50a� .��� FAX: 631-277-3906 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAR COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL ARE NOT CONSIDERED TO BEA TRUE VALID COPY.DISTANCES SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CEBTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR RHOM,THE SURVEY IS PREPARED AND ON HIS BEHALF, M TO THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION,CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT ORNERS. 2425 MILL CREEK DRIVE, SO 0 iv,641L ,I ECEIVEGG. TEST HOLEJB �I \� McDONALD GEO l APPROXIMATE LOCATION vvA 00'pto DATE: APRIL 1 FES U ����''• OF WELL HEAD �tY�OB.Oo ; 00 OR��FL� EL, 10.0 •� 1p0�10�0 SCA CI.TI�' ,� L�' ��)��(� SM (DROWN SILT Lui.IIla ��3 1 )_ �_, �r0lv.,t, SANITARY SYSTEM �' w — EL. 3.0NOT LOCATABLE, ��� QIROWN FINE COARSE SANY p05O.R�R� Lo 0 5 -�' — tL 0.0 tn�� ,t SW ATER IN P} 0 I Y OV Z�C ►.� FINE TO COA c2- 'aco Y p B'�ENT tiEL,-7.0 I WATER ENCOUNTERED 1 i �����r�El 9� /♦O� ��n C�6 0.4It. BELOW SURFACE ( I I I � GUY- �� PROPOSED WERE � YO 0 TRENCH DRAIN - —l" NO,, DW W►DT o LOT COVERAGE CALCULATIONS: n 6� \ a LO_ T AREA: ±18,945.81 Sq.Ft.= 0.43 ACRES °f 91'9\ PROPOSED FRAME DWELLING =2,030.12 Sq.Ft. �I 1000 GALLON om A - WOOD DECK - = _336,00_Sq.Ft., \1 I I \ \ PROPANE TANK oft. t COVERED PORCH+STEP_ 171.33' Sq.Ft. I 1 rt v P.LINE I STEPS'+LANDINGS 83.00 Sq.Ft. q PROPOSED If wTAINING WALL ;/ DWELLING WOOD STEPS = 59,45 Sq.Ft. `w 'n 1 A(T wEQQ1I 5E +f o o , WELL WATER CELLAR ENTRANCE = 55.00 Sq.Ft. A I 1 0 1080-051.00-06.00-039.000 SHOWER = 21.00 Sq.Ft. �- co �$y \ \ N ♦/ LAND NOW OR FORMERLY .TOTAL-AREAS =2,755.90 S Ft. RH " I ✓ PROPOSED I TH DAVID k MAYN FUHRMANN q' \ GAS LINE 10.0 tii PROPOSED •LOT COVERAGE = 14.54% \ (ALONG WALL MIN. C 4fL1 E I ♦ RETAINING WALL AS REQUIRED IN�2 I / ( 10.0 �J 2 f t 53 (T.W. 11.5)(PROPOSED / IN G G —' EXISTING HYDRO-ACTION SANITARY SYSTEM /AN4� [/A. .150ft. t119ft TO BE -12 ABANDONED Us;r i r o� tl23rt. 90f --ti oci 4 ///% o o PROPOSED 4ft, 1✓APPROMIATE LOCATION ON I . — DISTR UT[ON BOX r OF WELL BRAD c w♦• / f3g� o � S— PROPOSED HYDRO-ACTION CONTROL PANEL AND AIR PUMP ON 36"x36%6" WITH 6x8 10/10 WIRE. �;g: /l� 5.6 77 PROPOSED AIR VENT E AT n `" N FRAME PROPOSED, N I/ BUILDING 18" ABOVE GRADE x ; SHED i c I�M`TH CHARCOAL FILTER.ti0 >1NLARGED' PROPOSED 4.9 #28 ♦ 4�GARAGEA DRIVEWAY SUNROOM I No;9 DW %(EY.GF 13.7)N 1 5.7 �♦` 1t` f39, Oda PROPOSE b IlililI'm li R0 APPROXIMATE LOCATION o c�r I ♦��` 1 ♦ ! SHOWER/'/,(III 161 I w I #3E ~' X400 rrl 23.4 � OF SANITARY SYSTEM�\ N h' ' `" T L7, 00 I I ��. f92rG� t I PROPOSED - �r / 5 I CEI LAR ENTRY /,/ /io rrrt PROPOSED OOtt, y B.Ox5.5 L- ///,",2nd STORY' Ii14il STONE WALKWAY t1 �// / I %/,'ADDITION' S I '�I c /// / SED SxowER =-14.0_ g�/ING //�_BIt9D PORft[ 1111 y^ _�_ 150ft. 1 SRF. NOTES, PROPOSED, !�/ COY '6 00 -FyTgTINR yn OTRS! SANITARY 5Y,T /P -_/ / / 0001)DECK fdas l II�G 1^STORYEVQ J 1 - `� RtTHIN 15uSA. OF WELL ,HEAD. - / FRAME DWELLING j/ / / ♦y� _=`-�/(Ex.FF 16.4-Ex.RG 20,9)/N ^\ DW OTIEIII I I I ♦�0 a^ ==l4.OT%¢28�'�'15 45/='�/Io 0 17. c rW Z —t—t41--� DW ` ING LO C rz CHIMNEY �� I� I 1 1♦6 \ ♦bti ♦a. -H/SFE NOTES-4 � �co_12 10 EXISTING EXISTING FLAG�L WOOD STEPS—COMPOSITEqr-- No;4 ��\ ` _STEPS AND No = �' - o13.1t�� \ ` _ _LANDINGS _ N0 --- 1, N S 0°20'16''y CALCULATED- 117.44 Nol (120±-DEED) -ARSHAMOMAQUE POND (LONG CREEK) - (UNDERWATER LAND) FLOATING METAL RAMPWOOD DOCK 2.Tx12..1 ♦� 1 `1 20.0x6.0 DOCK NOTES: DOCK f46.9S t50.1S •PROPOSED SANITARY SYSTEM DESIGN, DRAINAGE DESIGN & RETAINING WALL DESIGN AS PER SITE PLAN BY JOSEPH FISCHETTI, P.E., DATED: DECEMBER 20, 2017, •EXISTING SANITARY SYSTEM IS TO BE PROPERLY ABANDONED. •EXISTING WELL LOCATION PROVIDED BY HOMEOWNER. °'SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. •MARK-OUT NOT DONE AT THIS TIME. SURVEYOR IS NOT RESPONSIBLE FOR SANITARY DESIGN: UNDERGROUND UTILITIES OR STRUCTURES. • EXISTING CHIMNEY & SHOWER TO BE REMOVED IN THEIR ENTIRETY. (THREE BEDROOM SYSTEM). (DESIGN AS PER JOSEPH FISCHETTI, P.E) APPLICANT-OWNERS: DRAWING INFORMATION: •(1) HYDRO-ACTION AN400. ANDREW E. TOGA & LINDA M. TOGA SCALE: 1"=30' DRAWN BY: RA.H. '(1) 4'0"DIAMETER DISTRIBUTION BOX. FILE No.: Q199-11 • (3) LEACHING GALLEYS - 4'0"DEEP. PROPERTY INFORMATION: DATE: JUNE 16, 2011 • (1) EXPANSION GALLEY. UPDATED: APRIL 12, 2017 AREA TO DEED LINES: 20;899.08± Sq.FL=0.48± AC. ADDITIONAL MAPPING:SEPTEMBER 12,2017 _1� Of Y ELEVATIONS IN NAVD88 ADDITIONAL MAPPING:NOVEMBER 1, 2017 ��° g�114 G.Jvc. 0� LISA McQUILI�N ADDITIONAL MAPPING:DECEMBER 5, 2017 6:1 �' + LAND SURVEYING SURVEY OF ADDITIONAL MAPPING:JANUARY 26, 2018ADDITIONAL MAPPING: MAY 25 w t DESCRIBED PROPERTY ADDITIONAL MAPPING: MAY 31, 201s 27 - ^---- - 4- EAST MAIN STREET AT SOUTHOLD, 'TOWN OF SOUTHOLD, ADDITIONAL MAPPING: JULY 17, 2018 x EAST ISLIP, N.Y, 11730 SUFFOLK COUNTY, NEW YORKc, ,��=r• �� TEL: 631-277-3605 SCTM: 1000-051.00-06.00-040.000 ��� 0502 ��� FAX: 631-277-3906 ®LAND 5�� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7200 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS,INKED OR EMBOSSEDSEAL ARE NOT CONSIDERED TO BE A TRUE VALID COPY.DISTANf'IS SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICTED,I,EREON SHALL RUN ONLY TO THE PERSON FOR WHOM TUE SURVEY IS PREPARED AND ON IIIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. t - 2425 MILL CREEK DRIVE, •SOUTHOLD GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION _ 0 C T 0 R N 0 T E S T R A t E General Notes: �' 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL '' '� _ P1_F ,� _-- _ ----= _ - s RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: g Wood: - �- # -..: 2• FIRE SAFETY: 1. All studs to be SPF 2 or better, and all other structural`wo'od_-to .be: Douglas -ir #2 or better. T� � 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES, SLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residential s. commercial design . consulting 2 3. Nailing schedule shall be in accordance with the specified code. 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 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: l631)433 90E4 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Soufhold,NewYork 11911 EMoil: hone:4l6o 1433- .nel AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. ssbn654@optonline.net 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, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. '/ K���gn�Assoai tT;"LLC®formediDAKAssocYates,/LL/ / 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USL OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. 5' < b. Plywood sheothin shall be continuous over two or more spans with rail of face I s across supports 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 y 9 P 9 P Y PP CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection 6, with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: 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. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): g, E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI 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. 11 . KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES 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 KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 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. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES .'S WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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 REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF r ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: a THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, 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 TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER, THIS AGREEMENT. NOTFOR 0 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS ® ��g�RrU��� � SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL t-LSIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL �.r'ERT' '�D GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE �������� � LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY o 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIP--IVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE - ' OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE- AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. a a USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT' STORAGE 1609.1.2 PROTECTION OF OPENINGS 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALE_ BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS -- UNINHABITABLE ATTICS WITH LIMITED STORAGE' j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREASk 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (91144mrri) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT CF 33 FEET (10,058mm) OR N❑ SUBSTITUTIONS HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL rpm 0 Aimr.�, 1 POUND PER SQUARE FOOT = 0.0479 <N/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE At( framing hardware shown on these plans, HEIGHT. BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE less otherwise indicated THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED un , Is Simpson Strong-Tie, %jA PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SPALL BE DESIGNED TO No substitutions are approved or authorized, UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE + =24'-8" AS PER CHAPTER 5 OF THE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE s -: INTERNATIONAL RESIDENTIAL CODE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships of framing hardware to UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE the other components of the structure, any framing INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH hardware substitutions will rendthese fans ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). render ese p 2 OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED nutt and Vold, and will result In the instal425 ler/contractor ''F TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and ALL CREEK DRE � �E�T OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE To GRADE 34'-1R" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. performance of the entire system. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR SOUTHOLD, NY, 119971 MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET A: # 051-Ou-0 0 ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144r6m) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF.THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) Of THE BUILDING SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL SCTM THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL To 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS--230) AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT, NOTES: FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW CRAWL SPACE 6 sq. ft. K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ' NEW BASEMENT 336 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR 342 sq. ft. INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPOII COMMENTS NOT EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW SECOND FLOOR 974 s ft. OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 q' INCH EMBEDMENT LENGTH SEAL: DATE: NEW BALCONY NA LOFT NA Ya INCH DIAMETER LAGSCREW- MAY 18, 2018 ATTIC HOUSE BASED ANCHOR WITH 2 16 12 9 a) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. (SOF NEW Y PROJECT N0: ATTIC (HOUSE)(b) 328 sq. ft. RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��P ° a' ,°`�'�- DRAWN BY032-2018 GARAGE NA UNDER FEDERAL COPYRIGHT LAW. �� S' ATTIC GARAGE a NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT 'i? a"c.9�1 BDK OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s BONUS ROOM NA WRITTEN AUTHORIZATION. �°, CHECKED BY: INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ��: "' " SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). a. This table is based on 140 mph wind speed and a 45-foot mean roof height. Q ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '' ' t" SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. SHEET NUMBER: PP 9 P KEHL DESIGN ASSOCIATES, LLC. „ti . Fasteners shall be located a minimum of 1 inch from the edge of the �,, u.. C: NEW DECK 336 sq. ft. g panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �p 081868 COVERED PORCHES NA COVERED ENTRANCE NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL c. Anchors shall penetrate through the exterior wall covering with an embedment �'O <J PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN FES P� length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. G POOL HOUSE C/1BANA NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a minimum of 2Y2 inches from the edge of concrete block or concrete. ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without µ/ v/ ,� NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. /l`11--L-% DOB NUMBER: OF PATTERNS OF ALL MATERIALS TO BE IN ACCORDANCE WITH of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. CHAPTER 23 OF THE 2015 INTERNATIONAL BUILDING CODE. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEHbDESIGN•ASSOMTES,uc (b) WITH STORAGE D FOR CONSTRUCTION .' : i'- � 'i,; %'' SIMPSON STRONG TIE CONNECTORS SPECIFIED USE A MINIMUM OF ALLOWABLE LOADS LOAD SIDE OF TRUSS. e , M T SIDEPROVOF CEILING AJOIST ON TWO Bd NAILS THISDOUG- FINE UPI-11'T t,z FASTENERS �, @ o LATERAL WITH TOTAL FOUR e oSIDE -- MODEL GA UPLIFT UPLIFT (133/160) 8dx12" CODE o m F; N0. TO TO TO AVG REF. 8d NAILS N OF RAFTER RAFTERS/ ULT. NAILS INTO TRUSS _ -P q TRUSS PLATES STUDS (133) (160) , Fz (133& _ STU "- SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 13-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND I�HHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES j_ _ residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ° ART x12 e DIMENSIONS (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL LFTA REF. I P�,Boz 1675 phone; 16311 433 9v34 MODEL GA z CODE INTO Southold,New York 11971 E-Mail: NO. MAX. CLEAR ULT. LFTA PLATES °0 ° ° WIDTH PAN L QTY DIA 1}^ 2" 24" 3" 31" 1>4" 2" 2J" 3., 3}" v�' , o o •' S fh Itl,N II. ssbn654@opforl'qe.net -.. EIGHT--' -- " " 8d NAIL • t.,._ - INTO SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2 „ 17„ Od — 4200 1205 1400 5, 44. 85 STUD ° UWNLk�,HIP & USL OF DOCUMENTS: z DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS These drawings and specifications including the ; MODEL L AVG 10d 1 O x 1�" CODE i. �M ideas, design and arrangements represented NO. ULT. REF. ( LFTA L S T A 21 °° 10d 10d x 1j" „' 1.ry. ° property (133 / 160) (133) (160) g g p therein, are theof KEHL DESIGN ' Y ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 0 ° HGA10 copied, disclosed to others or used in connection • °° ° TTTT with any work or project other than for which ° DETAIL "K11they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 ° LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- DETAIL "E" Voo STU COUPLER NUT 8 — DOUG-FIR-LARCH Equal number of °° SIMPSON SO. PINE CODE TYPE OF DIRECTION specified nails in °° TAKE-UP WASHER CONNEC- OF LOAD ALLOWABLE LOADS REF. MODEL FLOOR ROOF (133/ NO. TION (1 CIO) (125) 160 each end Simpson Strong-Tie G 515 645 670 CS16ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 ET L "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSt'''9(DF/SP) (133) HOEDOWN HOLDOWN ARTJ•x12 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2,7 AT HIGHEST REF. NO. AT HIGHEST BASE BODY ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE HB SB W H B SO CL DIA e DESIGN LOAD DESIGN °p° GA GA QTY DIA �5"' WHENRAISED OFF o 1�" 2" 2�" 3" 3}" LOAD THE SILL PLATE ° 0 HD2A 16 12 418'' 2J" 2J" 8" 218x' 1 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG W L STUD PLATE ULT. (133)' (16 / SP (160) RODE N0. SP4 31$" 71" -10d x 1 j" — 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE WORK NOTES: NO. GA yy L NAILS 100 FLOOR (133) (160) REF. 00 LSTA21 20 11' 21 - 905 1205 1295 7, 40, 90 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o GA NO. W L NAILS 1000R (133) (160) REF. Simpson Strong-Tie STU MSTA24 181411, 24 18-10d 1 1025 1 1370 1640 7, 40, 90 8 — h LUS46 MODEL TOTSPACING AL FASTENERS ALLOWABLE TENSION LOADS RODE TAKE-UP WASHER NO. END GA CUT LENGTH (TOTAL) t z HD2A SIMPSON NOT FOR (LENGTH L (100) (133 / 160) °C• CONSTRUCTION OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CSt6 150' t I is CLEAR SPAN +31" 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DN, OUG-FIR ARCH 0 PIN A WABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" NO. GA HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H B 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 115d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 4_16d 4-16d 6076 1140 1160 — 1000 1150 1250 1 7, 40, 127 DETAIL ryI ll ONW- CERTIFIED BY A HUS210-2 14 3A9J" 2 -- 8-16d 8-16d 6076 1755 i 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL ART�'x12 DOUG-FIR5„— LARCH/SO. PINE ALLOWABLE A DEL FASTENERS AVG UPLIFT LATERAL CODE MO (133/160) REF. SIMPSON ENGINEER NO. GA uLT. TAKE-UP WASHER TO RAFTERS I TO PLATESTO STUDS (133) 1 (160) F Fz 160 HGA10KT 14 4-SDSJ"x1J" 4-SDS,1"x3" 1523 435 435 1165 940 USE A MINIMUM OF SP4 TWO 8d NAILS THIS SIDE OF TRUSS, COW- 3 COUPLER NUT SP4 TOTAL FOUR /. ® SE A MINIMUM OF PROJECT; sd NAILS TWO Sd NAILS THIS 55 STU INTO TRUSS . M T S L 6 SIDE OF TRUSSMTS 16 SI PS T A 21 SON SIMPSON - ANCHOR BOLTS 8„ TOTtJL FOUR /• • ® HD2A TAKE-UP WASHER o Strong-Tie TNTC TRUSS L S T A 21 HUS 210-2 T 0 3"A 1 ILD E TWO o Fj 8 TO AIL ° 2425 PLATES opo EIGHT-” TWO 8d NAIL INTO NAIL INTO "A" I - MILL CREEK DRIVE WEST N STUD Simpson Strong-Tie PLATES 0; DETAIL o H7 EIGHT SOUTHOLD, NY, 11971 IN NAIL ® DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie DETAIL "L" SCTM: # 051-06-040 LFTA ROD SYSTEM LFTA +DRAWING TITLE: LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping NOTE:L VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE BP LSTA30 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS RUN 0 F FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft.�" THROUGH ROOF 3" THROUGH ROOF 2nd FLOOR CHARTS & CALCULATIONS 1'-0" DEEP POOL x p6' DIA. = 22.3 cu.ft. per vertical ft. l 3"11 THROUGH ROOF 11 V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG TIE DETAILS 3'• 3 3 2 ROOF 1'-0 _ " DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ` 3 3 IROOF DRAINAGE ROOF AREA = 2160 sq/ft 2 2 MASTERBATHROOM CALCULATIONS AND I 2. V" POWDER 3 LTP4 R°°" 3.. •• ••R� ....2 2,• v = A x R x C i PLUMBING RISER DIAGRAM I ' � IA = 2160 sq/ft 1st FLOOR 2n6 FLOOR LTP4 2•• 2 • 2 2 R = 2" RAINFALL = .17 ft' LTP4 2" 3' C = COEFF. = 1.0 3 z 3 3 NOTES: PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, "C" 3" 3.. U = 2160 x 1 x .166667 = 360 C.F. ILL BE OUFST BATHROOM arM BAR 3., BATHROOM PROSECUTEDTOOTHE LFULLEST EXTENT OFWHOSE SEAL IS FTHE LAW.IXED ECONTRACTORS SHALL TO. INFRINGEMENTS �VERIFY ALL Simpson S t r O n g—T le 3' 2 2" 3 2 2., 3 360 / 42.25 VERTICAL FT. / FT = 8.52 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-t o-Floor Connections °v POOL 50 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2' st FLOOR USE (2) 8 DIA. - DEEP = 10 V.F. FLOOR z,• co Ridge Strapping C. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2 z z OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ' Detail 360 / 22.3 VERTICAL FT. / FT 3 3 = 16.14 SEAL: DATE: 3.. 3.. LTP4 DETAIL "B" 4" F.A. VENT 6" USE 3 6 DIA, POOL 6' DEEP = 18 U.F. MAY 18, 2018 ABOVE GRADE LTP4 o O.O., C O, - o w •� F NE PROJECT N0: TO SCWA APPROVED t `� Y(/ Simpson Strong-Tie 4„ CI SEWERAGE SYSTEM K F� 1032-2018 HOUSE POOLS TO BE PLACED ON OPPOSITE SIDE OF CD �� o. aq I� PLUMBING RISER DIAGRAM (NTS) TRAP HOUSE AND/OR LEADERS TO BE PIPED TO G�� ��9\ DRAWN BY: BDK Floor—to-door Connections ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY " � -+ EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH '� * CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN, OF 20 FEET FROM SEPTIC k CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTI❑NS -< ,� . / SHEET NUMBER: SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION) AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE All framing hardware shown on these plans, J �/�r0�1' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH os1a6$ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE, unless otherwise indicated, is Simpson Strong-Tie. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA A�OFESS�ONP�� No substitutions are approved or authorized, WHERE TRAFFIC IS TO BE PRESENT. G 2 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to � � ,,� � the other components of the structure, any framing DOB t/'Zv DOB NUMBEK: of 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - hardware substitutions Will render these plans IF A MULTIPLE POOL SYSTEM IS USED AROUND THE PRESCRIPTIVE METHOD FOR ONE-AND) TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) performance of the entire system, BE DIVERTED TO EACH POOL. ® I�HI>DEsSIGN•ASSOCIATES, uc 1 /01 5- 22'-3y" 10'-0" / �IIV L1 u41Lli f' — 6 II1 D / / `i 2z4 ACQ Subroll Bim Door Frame -5" 7'- -0° '-0" 2x4 ACQ Horizontal j - k - ACQ �I I- I Framing 16"oc. INTERIOR OF 44 ACQ Post -°" KEHL DESIGN ASSOCIATES LLC BILCD Trex Dockingor Equal q residential & commercial design • consulting 1x8 ACQ Cop EXTERICR OF z (See Detail) BILCO -°" 2 6" PC Slab o W/6z6 10/10 WWh1 1/" 3- 3/," Generator / HVAC Pad Southold,PC.Box 675 NewYork 11471 E-Mail: hone: -9094 2z6 ACQ Plate ne.nnei Trex Decking or Equal 44 Post Anchor F 'x12" Anchor Bolt---__ (2)2x6 ACQ Flush Girder I I Kehl Design Associates,LLC•formerly D A K Associates,LLC Trex or Equal Skirt Boor I r -- - -�- - - - -- - - - - - - - 7,7 Bilco Foundation impson angerP /(� I I I UWNERSHIP & USE OF DOCUMENTS: Wall 4" PC. Slab Under Shower or Equal These drawings and specifications including the (Pitched To Drain z b - b oc. -. --..-_ -`".. I I I I ideas, design and arrangements represented Pipe to Drywell System I I therein, are the property of KEHL DESIGN Generator / HVAC Pad I I I I ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 8" Conc. Filled Sona Tubes o I I o with an work or project other than for which Min. S-O" Below Final Grade 2"x12" Anchor Boli ( I I I Y P J ( ) a I I I I I they have been prepared without written consent. BILCO FOUNDATION "See Detail" m _ . I , III SHOWER DETAIL E101 r°" � WALL CAP DETAIL A101 I REV: I I Dropped I I I I 12-27- 19 Foundation Dropped For 2'-8" Foundation Masonry For 16'x8' New I ' Door Opening Masonry Garage Door Opening 2x6 studs 16"oc. o Shower I GARAGE 4" PC Slab Z" CDX Ext Sheathing 2X6 Sill I W 6x6 10 10 WWM Hurricane Strapping See Detail E101 ; / / PP g 4" CDX I on 6 Mill Poly I I o 16 Perimeter Beam I I I I I I Stepped 1 26 ACQ Sill fJ1210 x 9' Floor Joists 16"oc. 8" Conc. Filled Sona Tubes Bllco "C" Door "z 18" Anchor Bolts 32"oc. I I As (Min. 3'-0" Below Final Grade) I I I Fooling W/24" Extension Horizontal Reba "See Detail" (2)#5 J I I I Necessary t Do Stepped 1x8 ACQ Cap I Footing As 18 1 8 _ _ _ _ (See Detail) #5 Vertical Rebar 48C. 1oc2'- �1'-3"-� Stepped Necessary " r r - Line of;rade 2x8 ACO Plate t Footing o Damp Proofing , I--= As g I 7 9" I I Necessary _ L_ __ L Dropped I 4" PC Slab I 4 WORK NOTES: Foundation Covered W/6x6 10/10 WWM 4 I l For 2'-8" i ► Entry Y-2'-1Y"-�•�1'- - J J 19,- Height of Bilco Foundation (2)#5 Horizontal Rebar 3 " I Masonry I - I -0, #5 Rebar 2'-D"oc, -, 3/ Door Opening - -- - - `' Above the Basement Floor. Short Way "' 3'-1Y" 0K f 19'-7 r- (Verify in Feild) \ \ r� , - _ - cp -{—Line of Step o (4)#S Rebar Long - - - - - - -- -- - - - - - - - - - - - x ° -� YV/U Way CDC, 24% 8" Conc. Footing I ' Line o Step • " , "x 18" Anchor Bolts 32"oc. NOT FOR (Min. 3'-0" Below I - -- -- - - - - --T- - - - - - - - - - - - �- - - - - - -- -I- - Stepped �+ p Final Grade) �g" •" 30'-9' I CONSTRUCTION -5" 14'-3 4" 10'-4" 3'-9%" 3'-lT2­4I 4" PC Slab I I Footing I W/6x6 10/10 WWM As Bllco "C" Door with 24" Exfenti 2-0" -5" I IT �,I I I °» I USE UNLESS BILCO FOUNDATION EXTERIOR r - - - - _ — _ — _J I o x I � Necessary -Line of Step CERTIFIED Bl�' WALL DETAIL B101 FOUNDATION I I ;3 °" T PROFESSIONAL — - - - - - - o BASEMENT WALL DETAIL G1 01 I o -5° I i , T I -°" I ENGINEER ` 18" BILCO N LC 4" PC Slab I I I I a L — J ON 6 Mill Poly 2'-C"x 2'-0"x 8" I I t I I b"x 18" Anchor Bolts 32"oc. ( L_ _ _ _1,-_ _ _ , Conc. Ftg. w/ L -) i FOOTING SPECS I 3'-D"x 3'-D"x 8" _ (4)#5 Rebar Equally I I \Covered J • I Spaced (E.W.) Conc. Ftg. w/ = I Entry _ -o I o FOOTING DIMENSIONS AND INFO. L —— —— — .` — — — I O# a w y I I 2'-a"x 2'-o"x a" J I �" "� I 2z6 Studs 16"oc. � 6 5 Rebar E uall r �I 1 � 4" PC Slab " I Sp ced (E ) Conc. Ft w =� W/6x6 � I Stepped NEW 2'-0% 2'-0"x 8" Concrete Footing1 CDX Ext Sheathing I I I 9 / with (4)#5 Rebar E.W Equally Spaced 2x6 Sill 13'-1 ` I I »I (4)#5 Rebar Equally I I 10/10 WWM I- - -I Footing Hurricane Strapping 3" CDX • Perimeter Beam ' 7 I I � 0 3_0 Spaced (E.W.) f-2' 0"-f I I I Necessary NEW 2'-6"x 2'-6"x 1'-0" Concrete FootingTJ1210 x 9 Floor Joists 16"oc. �, 4x4 ACQ Post Anchored to 8" NF PROJECT: with (4)#5 Rebar E.W. = uall Spaced 5 2z6 ACQ Sill o r g x 18" Anchor Balis 32"oc. Sana Tube with 21"x 12" Anchor I Line of Stairwell (2)#5 Horizontal Rebar - bolt. Sona Tube Mounted on '� I I o I I L 30"x 30"x 12" Fig. Min. 3'-0" - /4 � I NEW 3'-0"x 3'-O"x 1'-0" Concrete Footing #5 Vertical Rebar 48"oc. �%' 0^[ with 6 5 Rebar E.W. Equally Spaced 8" PC. Foundation Below Final Grade. See Detail e ( ) I I Conc. Ftg w/ L - J N 2'-0" 5'x 8' Anchor Bolts 32"oc. (3)#5 Rebar Stirrups ( I #5 Rebar (Coc.) Equally m _ NEW 3'-O"x 6'-0"z 1'-0" Concrete FootingEqually Spaced I Spaced(E.W.) _ - k VEM�e� with #5 Rebar 6"oc. E.W Equal! Spaced 24" Conc. Butress o I Line of Stairwell o _ 11 s R� { _ •i I I rn r \/OJ I ` Damp Proofing ; '� I I I LA I'" s "x 18" Anchor Bolts 32"oc. D"— 2 °"� I 2425 #5 Vertical Rebar I I .�,_. F 7- (2)#5 Horizontal Rebar Line of Stairwell 0 1-lis` I ILL CREEK DRIVE WEST Top of Pier to be I � I I I "' I _ o SOUTHOLD NY 11971 24"z8" Conc. Ftg. Min, of 12" Below -� i o I I I 2'-0"x 2'-0"x 8" L _ I1 Final Grade. �--"--"--1--�� (2)2x12 ACQ Stringer \24"x 8" Conc. Footing I I L L(' - J (4)#5 Reber Equally - I 11' (Min. S-0" Below (2)2x12 ACQ Stringer tY"(`411 a �^ �^ a I 3'-0"x 3'-C"x 8" Spaced (E.W.) I I SCTM: # 051 06-040 ,fig ,�q ,�q ,rq �q Final Grade) Deck L I I Conc. Ftg. w/ 2211" ACQ Treo II I I I I I ;* J o (6)#5 Rebar Equally � - � � DRAWING TITLE: r - _ - 2'-0"x 2'-O"x 8" ^ FOUNDATION See Detail F101 I I Spaced(EW) I MI Conc. Ftg. w/ (4)#5 Rebar Equally a I I Spaced (E.W.) 2 0 I o BUTTRESS See Detail H101 r F —� I I FOUNDATION DETAIL H101 I I BASEMENT NIA FOOTING PLAN 1 �° 4" PC Slab L + J STAIR DETAIL C 101 4'-°"x 4'-°"x s" ON 6 Mill Poly Conc. Ftg. w/ (8)#5 Rebar Equallly 2'-0"x 2'-0"x 8" Spaced(E.W.) Conc. Ftg. w/ 1-0" 13-i�" o (4)#5 Rebar Equally I NOTES: BASEMENT DLII7R I �� Spaced (E.W.) I I I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY of THE CLASSIC SERIES - STEEL SIDED � I ^" (3)2x10 ACQ Flush Girder I 14'-9` 11'-11Y" 10'-0 4" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE DIM 'C" SIZE 'A' 'C' -D' 'E' 'F' • I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL rHEIGHTI W'DT"' (LE"°T"'<HEI°".' "° u> "° " "°' 4"x6" Trex Decking or Equal I L I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE B 51' 64' 22' 44' 60' 41' — — — c 55' 72' 9 t/2' 48' 6T 45' I NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR DESIGN PROFFESSIO E ° 72' all 5E 37 Cedar Skirt Boar o I L - - - - - - —�� - - - - -��� I UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT E I s� 51' 43 1/4' 52' — I o FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. t- - - - - - - - -- -- - - - - - - -� IF- - - - - - - - - - - - _ • - SEAL: DATE: DING B" %/ DIM 'E' X"»m" Grade 2x10 ACQ Floor Joists -16'oc. L — — — — — — — — — ---- — — — — — — — — — -J MAY 18, 2018 s,OE-"'°' LIGE BOLT Simpson Joist Hanger 3» P,S(�O'� NE W yo PROJECT NO: LOCKING MEC-ISN FRAME ❑PENING "E"0E "S Swat p• 14'-9" 14'-7 " a'-a/4 LENGTH LI"00 LIR 4SSIT"EO E x12" Anchor Bolt Hurricane Strapping ° "L Conc. Filled 8" Sana Tube 2x10 ACQ House Beam -� 39'-52 1032-2018 Qz �f DRAWN BY: / #4 Stirrup Flashing 7 10" G ;I �. tri 'A BDK DIM "D° xf ` CHECKED BY: �RAME ❑PENINGr p� WIDTH SOE- ER LL (4)#4 Rebar E.W. 30"x 30"z 12"Ftg. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ` _'��. ;' RB acs• '' Min. 3' 0" C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � yf"' , r\ % SHEET NUMBER: Equally Spaced CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. �., �/._, Below Final Grade. NEW FOUNDATION PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT �� n81P.68 AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A��FESSIONP�� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Al 0 1 DECK DETAIL F101 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. PLANS KEHL ES IGN LICENSEDCIATES, Ll EXCLUSIVELY¶TORIGHT THE BUYOERUIWDH NLY WRITTONE EN PROOFTOFEPUROCHASEESE � FOOTING PLAN 1. Al WOOD FRAMED CONSTRUCTION MANUAL (WFCM) , DOB NUMBER: OF DIM -A" Acceptance of these drawings does not authorize the right to build without the authorization PP L WIDTH CLEARMOPENING Seale:4"= V-0" 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - of local governing agencies, as Suffolk Count Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 9 Y P g Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEMDESIGN-0101QA'1PS,uc BILCO DOOR SPECS. D101 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 15'-6Y" 22'-V" 10'-0° ED - T 1Y" -0" -D" PROVIDE HURRICANE STRAPPING IN 2 ACCORDANCE WITH THE i .. i'Illll 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 17KER DESIGN ASSOCIATES roc a"x6 " Trex Decking or Equal `IOTE: VERIFY ALL DIMENSIONS TO residential & commercial design . consulting 6" PC Slab INSURE FLOORS OF NEW ADDITION W/6x6 10/10 WWM (3)2x10 ACQ Flush Girder ALINE WITH FLOORS IN EXISTING HOUSE. P0,Box 1675 phone: X6311 433-9084 Generator / HVAC Pad Cedar Skirt Board Southold,NewYork 11971 E-Mail: ssbn654@o tonline,net • ,r Grade f2dOAr" r Joists - 16"ac. p • � � Simpson Joist Hanger ,,, ALL HEADERS ARE TO BE z xl2 Anchor Bolt trapping 3 „ Kehl Design Associates,LLC o formerly D A K Associates,LLC (2)1/X 9Yz LVL UNLESS �Conc. Filled 8" Sona Tube2x10 ACQ House BeamOTHERWISE NOTEDOWNERSHIP & USE OF DuCUMLNIS: #4 StirrupFlashing These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONSideas, design and arrangements represented (4) 4 Rebar E.W30x 30"x 12" Ftg. INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN s Min. 3'-0" ASSOCIATES, LLC. No part thereof shall be Equally Spaced Below Final Grade, LINE-UP WITH WALLS III HOUSE. co led, disclosed to others or used in connection P ' with any work or project other than for which 0 they have been prepared without written consent. DECK DETAIL F102 NOTE: PROVIDE FIRE BREAKS B" AS PER 1 THE 2015 INTERNATIONAL REV: Dropped RESIDENTIAL CODE UPDATED /—Foundation Dropped i i WITH THE 2016 UNIFORM 12-2.7-19 For 2'-8" Foundation SUPPLEMENT Masonry For 16'x8' New I I Door Opening Masonry Garage I 1 Shower GARAGE Door Opening o 4" PC Slab See Detail E101 W/6x6 1 WWM on 6 Mill Poly 8" Conc. Filled Sona Tubes (Min. 3'-0" Below Final Grade) m "See Detail" L .I Botlom of Girder F -2'- —�1'-3"� — �.ine of Grade a I Dropped 4" PC Slab J Covered 2868 Foundation I I NewW/6x6 10/10 WWM Garage WORK, NOTES: For 2'-8" Entry Masonry —� Covered Entry I Door Opening oor M I H ala Line of Step o \ WOz Line of Step Finish Stone 2" Thick o • s Conc. Slab 4" Thick with 16'x8' x 18" Anchor Bolts 32"oc. 6x6 10/1D WWM. o NOT FOR 3 o Garage CONSTRUCTION 14'-3%" 14'-1%" 3'-7Y" 4" PC Slab - - = J N 17 H I W/6x6 10/10 WWM Bilco "C" Door with 24 Extenti Door USE UNLESS Existing \#5 Rebar 24"oc. #5 Rebar 24"ocz Line of Step CERTIFIED BY A V \#5 Rebar 24"oc. 7, 9" J 5 Crawl pace I #5 Rebor 24"oc. E1:1 PROFESSIONAL .o -141" 3'-10Y= 8" 3'-4° r1 - r 24"oc. (4)#5 Rebar �� Covered , -- = BILCO o M' ► " Long Way ENGINEER Ents°x 18" Anchor Bc'ts 32"oc. — _ — — — — — — — — L — — — L — — — _ — — I_ Equally Spaced Entry - - - - - - - - - - — - - - — - - - - - - - - - - — — 5 Rebar BASEMENT 20"x8" Cm.. Ftg. y � o short Wa 4" PC Slab o —t'-g"—� W/6x6 10/10 WWM MinFinol 0'f Below 2'-0"oc. 4x4 AC Post Anchored to 8" Covered EntrySection A Q r PROJECT: �,. Sana ube with p z 12" Anchor 3g x9� LVL Flush Beam 32'z9� LVL Flush Beam �. s' bolt.Sona Tube Mounted on E �� 102 3D% 30% 12" Ftg Min. Y-0" m �� Below Final Grode. (See Detail) 67s" �2 4 g"x 18" Anchor Bolts 32"oc. M CoT 0 J P TA \� 32'%92' LVL Flush Bm. R 6. L. `!.i 2 2'—W 2425 32x92° LVL Flash Bm. MILL CREEK DRIVE WEST Q I SOUTHOLD, NY, 11971 N -O TM: # 051-06-040 New Deck J _ PROVIDE HURRICANE STRAPPING IN DRAWING TITLE: N See Detail F102 I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE o UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. BASEMENT NOTE: VERIFY ALL DIMENSIONS TO FOUNDATION PLAN INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS III EXISTING 14'-3 14'-1 4° '4Y' HOUSE. iv -o ALL HEADERS ARE TO BE (2)13/"X 9;12° LVL UNLESS NOTES: OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 14'-9" 13'-3Y4` 10'-0Y' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NOTE: VERIFY ALL DIMENSIONS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LIsuRE WALLS of NEW ADDITION DESIWRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS ASSUMESPROFESSIONAL LIABILITY NAOR AND OR ADDITIONS BASED UPON COMMENTS NOT LINE-UP NTH WALLS IN HOUSE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE o � FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: 3" 3 NOTE: PROVIDE FIRE BREAKS MAY 18, 2018 t4'-s" t4'-7/ 10'-0/" AS PER Acceptance of these drawings does not authorize the right to build without the authorization OF NEIN PROJECT NO: _ 39_5y2" THE 2015 INTERNATIONALof local governing agencies, such as Suffolk County Dept. of Health Services, Town Building �PO. B,1y0 RESIDENTIAL CODE UPDATED � 1032-2018 � F.X � 7'-10' WITH THE 2016 UNIFORM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �,� �, �� DRAWN BY: SUPPLEMENT agencies prior to construction, cr " t M1t* , A BDK ,g. = NECKED BY: RB DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 's� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE KOA 0II1Bros TIHESETIO STANDARDS, THE SHALL TWITH HERENTERNATIO A GIBUILDENDGDCODE. IS USED IN CONJUNCTION WITH ROFESs1oNP I A � ^NEW FOUNDATION PLAN ai0 SCa1e:Orr= 1,-Ow1. Al WOOD FRAMED CONSTRUCTION MANUAL (WFCM) / ��f/2_v DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) © KEHbDESIGN•ASSOQAM mc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRIPPING IN 7-1ya 22-3Y 10-0 � � 47z 17-0" PROVIDE HURRICANE STRAPPING IN .>� _-_- --- ----_ ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE -0" -0" INTERNATIONAL ACCORDANCE WITH THE �� 2015 RESIDENTIAL CODE I ,. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 6" PC Slab KEHL w/sxs 10/10 WWM DESIGN ASSOCIATES �.tc - � [TOTE: VERIFY ALL DIMENSIONS TO Generator / HVAC Pad NOTE: VERIFY ALL DIMENSIONS TO residential & commercial design • consulting INSURE FLOORS OF NEW ,ADDITION INSUREL SOF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH LOORS IN EXISTING HOUSE. P0,Boz 1675 HOUSE. phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonliie,ne1 ALL HEADERS ARE TO]1E t ALL HEADERS ARE TO BE 2 14"X 9Y" LVL UNLESSKehl D�ignAssociotel LLC forme ly D A K Ass0ciofe^LLn(2)133,"X 9Yz" LVL UNLE --.._._ .-.__. ......__...._-.. I ( ( ) OTHERWISE NOTED } h_ „_, a;, ( ( OTHERWISE NOTED OWNLRSHIP & USE OF DOCUMENTS: ( These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS A r A ideas, design and arrangements represented NOTE: VERIFY ALL DIMEIJSIONS 9 9 P X ` INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN INSURE WALLS OF NEW E,DDITION Q s LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be LILAC-UP WITH WALLS IN HOUSE. ( copied, disclosed to others or used in connection ( with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS B Dropped o I I NOTE: PROVIDE FIRE BREAMS " AS PER Foundation AS PER THE 2015 INTERNATIONAL ( a For 2'-8" GARAGE Masonry ( THE 2015 INTERNATIDfJAL REV: Mo ( ( RESIDENTIAL CODE UPDATED RESIDENTIAL CODE UPDATED New (N Door Opening WITH THE 2016 UNIFORM 12-27-19 WITH THE 2016 UNIFORM SUPPLEMENTShower b All Walls and Ceiling ( b SUPPLEMENT N of the Garage to be ( A See Detail E101 Sheetrocked with Type"X° Dropped " Fire-rated Sheetrock as Foundation per the 2015 IRC Code For 16'x8' 8Conc. Filled Sono Tubes a Update with the 2016 Masonry Garage (Mi . 3'-0" Below Final Grode) Uniform Code Supplement Door Opening "See Detail" r a 4" PC Slab I W/6x6 10/10 WWMW ine of Grade Lh 0 a"x6" Trex Decking or Equal Dropped 4" PC Slab Foundation ( ( New w/66 10/10 WWM (3)2x10 ACO Flush Girder For 2'-8" Masonry —� Covered Entry Cedar Skirt Board Door Opening 2x10 ACO Floor Joists - 16"oc. WORK NOTES: Line of Step Grade a Simpson Joist Hanger B � x Line B "x12" Anchor Bolt irricone Strapping u1 Conc. Filled 8" Sona Tube 2210 ACQ House Beam 18" Anchor Bolts 2"oc. 4 Stirrup . � � 7/ � P Flashing �oT Fo R 4" PC Slob W/6x6 10/10 WWM A' �' Bilco "C" Door with 24" Extenti �� ( 30"x 30% 12" Ftg. CONSTRUCTION (4)�4 Rebar E.W. Equally Spaced Min. 3'-0" Below Final Grade. USE SS f� Line of Step v S " TJ1230 x 91" - ,6"oc. TJ1230 x 91" - ,6"aa. � DECK DETAIL F103 CERTIFIED BY New PROFESSIONAL BILCO Cz 18" Anchor Bolts ENGINEER BASEMENT Entry 4" PC Slob J W/6x6 10/10 WWM C I �x 13'-10r2 TJ1230 x 92" - 16"oc. C 44 ACQ Post Anchored to 8" s Sona Tube with 2'a 12" Anchor 321"421" LVL Flush Beam bolt. Sona Tube Mounted on � s 30"x 30"z 12" Ftg, Min. 3'-0" m 2 4l j PROJECT: Below Qinkp®( eFl SeeJ4letqil 16"Or. m( TJ1230 x 92" - 16"oc. 6js "x 18" Anchor Bolt 32"oc. 0 �o✓ A: o � `�r► Q t� 32"x9" LVL Flush Bar (r o A I(( ( TJ12.30 x 91" - 11 2 p- VAti, N' CE I D 321%921 LVL Flush Bm. 200 ACQ Floor Joists - 16"oc. A 2425 lU ►I( �( TJ1230 x 9l" - 16"oc. TJ1230 x 91" - IiTJ1230 x 91" - 16"oc. MILL CREEK DRIVE WEST Y SOUTHOLD, NY, 11971 U _ Q N � Deck � =� J SCTM: # 051-06-040 Q _ ill—"-' See Detail F103 ( o PROVIDE HURRICANE STRAPPING IN DRAWING TITLE: N ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 200 ACQ Floor Joists - ICU. BASEMENT UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ( FIRST FLOOR NOTE: VERIFY ALL DIMENSIONS TO TJ12M x 91" - 16"oc. TJ1230 x 9" - 16"oc, TJ1230 z 91" - 16"oc. INSURE FLOORS OF NEW ADDITION FRAMING PLAN o ALINE WITH FLOORS IN EXISTING N a HOUSE. PROVIDE HURRICANE STF'APPING IN ACCORDANCE WITH THE Q 2015 INTERNATIONAL RESIDENTIAL CODE { UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2x10 ACQ Floor Joists - 16"oc. (. ALL HEADERS ARE TO BE (2)1 4"X 9Y" LVL UNLESS NOTES: OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NOTE: VERIFY ALL DIMENSIONS TO DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE INSURE FLOORS OF NEW ADDITION o PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALINE WITH FLOORS IN EXISTINGNOTE: VERIFY ALL DIMENSIONS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE HOUSE. 6 INSURE WALLS OF NEW ADDITION DESIGN P'ROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LINE-UP WITH WALLS IN HOUSE, UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2y4' 13'-934' 14'-9" � 14'-1� � 10'-03a" ALL HEADERS ARE TCBE 39, 5. SEAL: DATE: (2)13/"X 9Y" LVL UNLESS NOTE: PROVIDE FIRE BREAKS MAY 18, 2018 OF NLw PROJECT NO: OTHERWISEN 7-10" AS PER THE 2015 INTERNATIONAL �p�� ),, 1032-2018 FIRST FLOOR F FRAMING PLAN RESIDENTIAL CODE UPDATED �( o• aq� WITH THE 2016 UNIFORM � '4?9 DRAWN BY: NOTE: VERIFY ALL DIMCNSI0" U� INSURE WALLS OF NEW ADDITION LIfJE-UP WITH WALLS IN' HOUSE. �1e,a" _ �'.0" SUPPLEMENT �; � �. ;� /,'x � BDK T � CHECKED BY: RB DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ' CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE -� �- ' �' PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT °�`�^ 08186$ cr SHEET NUMBER: NOTE: PROVIDE FIRE BREAKS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE O„ AS PER LIMITATIONS OF THIE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SI�NP� THE 2015 INTERNATIONAL THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 03 RESIDENTIAL CODE UPDATED PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WITH THE 2016 UNIFORM 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) � DOB NUMBER: OF SUPPLEMENT - 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEM-DERGN"ASSO©AM mc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 44 AGO Post 2x6 ACQ Packing /;' %' . . -5° 39'-5.. 1x Azek Wrap </ 1x8 Azek Base Trim PROVIDE HURRICANE STRAPPING IN - r .�/ f'1 fi 7'-1 - -p" -p" ACCORDANCE WITH THE . '_ .� h,; ®� . \ �_ t 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. DESIGN ASSO 4x4 Simpson Past Anchor KEHL, CIATES LLC GENERATOR A/C A/C CDX Plywood p �^ x a" 18" Anchor Bolt � a o residential & commercial design • consulting 6" CONCRETE SLAB Hurricane Stropping NOTE: VERIFY ALL DIi�1ENSI0NS TO g INSURE FLOORS OF NEW ADDITION Perimeter Beam ALINE WITH FLOORS IN EXISTING HOUSE. P0.Box 1675 phone; (631�433-9084 52 Tdl56o x 11g" - 1s"oc. Southold,New York 11911 E-Mail: ssbn654Coptonline,nel •e ALL HEADERS ARE TO BE o Kehl Design Associates,LLC e formerly D A K Associates,LLC (2)1 a"X 9Yz" LVL UNLESS 7 7,%7 /// `` %/7I�T'J/�//" >� 1x Azek Girder Trim OTHERWISE NOTED OWNLHSHIN & USE OF DOCUMLNIS: _,.._.,_ . ...., .. 4" CDX Plywood A These drawings and specifications including the _.a. 1x Azek Trim NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented rl `�'`7 ` " t A o INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. No art thereof shall be Q ' 1x8 Azek Ca Trim P P LINE-UP WITH WALLS IN HOUSE. copied, disclosed to others or used in connection i with any work or project other than for which B ! c they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PER co THE 2015 INTERNATIONAL REV: ouN � o J RESIDENTIAL CODE UPDATED Q WITH THE 2016 UNIFORM 12-27-19 Garage A SUPPLEMENT o N All Walls and Ceiling of the Garage to be Q Sheetrocked with Type"X" 8" fire-roted Sheetrock as -0" �--—4 per the 2015 IRC Code I " Updole with the 2016 Uniform Code Supplement (2) 14"x 9�" LVL Header a 5 2 Apply Water Proofing 00 Covered 52 00 Coating to All Entrance Shower Walls o WORK NOTES: ul 5Y" 10'4 2' 2' -p" 14'-3Y" Tub °� " N N NOT FOR 00 �., N . Ln 00 co a et = CONSTRUCTIOL! Bath Bedroom o USE UNLESS Room'/ S� Apply Water Proofing rw CERTIFIED BY A Coaowerwato o$ ShN Covered PROFESSIONAL Bedroom 2668 -"y Entrance ENGINEER -p" 2668 POC. I �oCO �L Q0 ��Bai� eated Floor 40 ACO Center Post C. 12'-7� / N �. � 3° 1" N '/ ' N � 3'-0' Yz,4'-°" (2) '4 x9� 065hroom LVL Heoder 17 3'-2" c ClOSet - J i� , 2x6 Framing 1� � °I 0 1x Azek Wrap w " 3 � I � O6�' �\ :20 1p' 9.. -234 �s Kitchen 2 DOs ir5 ��6 ,6. II( PROJECT rn �sl 1x8 Azek Base Trim ——= A 1 DW __ _ 6 O O IN `� �— o a \\� ,l "' 4z4 Simpson Post anchor PROVIDE HURRICANE STRAPPING IN Tu A — L --1 —d— ``I REF ISO I 2 t0- 2 2, 0. ACCORDANCE WITH THE M l�lUl 5- 2015 INTERNATIONAL RESIDENTIAL CODE g o Finish Stone 2" Thick UPDATED WITH THE 2016 UNIFOPM CODE SUPPLEMENT. I D Y' A L - - - - - —x 4-6 Conc. Slab 4" Thick with FT 112 ,g ` A 6x610/10 WWI. 10 NOTE: VERIFY ALL DIMENSIONS TO L LL�7 _o INSURE FLOORS OF NEW ADDITION 24��f G w 2'-5" � 10'-11" � 4'-6 jg 3'-1y6 ( 14'-9° '-2 �3'-11�' a° x 12" Anchor Bolt ALINE WTH FLOORS IN EXISTING MILL CREEK DRIVE ��'�'EST 3 " '-2Y" � � 1� - _ 3Y HOUSE. SOUTHOLD, NY, 1197' Livin2a3 Room New Deck 2 8" ALL HEADERS ARE TO BE Q(� INTERIOR GABLE END OF HOUSE TO BE SHEATHED WITH 4" CDX PLYWOOD `V (2)1%"X 9Y" LVA UNLESS SC # 051-06-040 3 1Y4"x 9LLVL Flush Beam I IN LIVING ROOM. o 3^ ALL VERTICAL SEAMS TO BE STAGGERED MIN. OF 32" PANEL EDGES TO BE o OTHERWISE NOTED DRAWING TITLE: With (2)g Steel Flitch Plates M o NAILED COC WITH 8P GALV. NAILS AND n J Dining MAX. OF 8"OC. III THE FIELD WITH 8P GALV. NAILS. NOTE: VERIFY ALL DIMENSIONS g(� o ( 4z4 ACO Post I PROVIDE HORIZONTAL BLOCKING ON ALL EXTERIOR HORIZONTAL SEAMS INSURE WALLS OF NEW ADDITION = x IN THE LIVING ROOM WALL. 2x6 ACO Packing Room LINE-UP WITH WALLS IN HOUSE. w EXTERIOR AND INTERIOR HORIZONTAL SEAMS TO BE STAGGERED 24". lx Azek Wrap 1z8 Azek Base Trim FIRST FLOOR PLAN 14'-9" 13'-�" 0'-0� l2' N NOTE: PROVIDE FIRE BREAKS r 3„ r AS PER —14"'x 72' LV_ Header 1 x 52 LVL Header 7 THE 2015 INTERNATIONAL = 4z4 Simpson Post Anchor J I (2) 14"z 9Z" LVL HeaderE—:::(2)'13% 9" LVL Header a"x18" Anchor Bolt RESIDENTIAL CODE UPDATED o 14"x 72° LVL Header 14"x 52" LV Header WITH THE 2016 UNIFORM =x Window Hdr. Detail Window Hdr. Detail NEW ENTRANCE SUPPLEMENT NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THF_ L I I I H LLNew (2) 13/"021" LVL Header � � 1--- DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE COLUMN D ETAI L A104 © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE f PROSECUTED TO THE FULLEST EXTENT of THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE soLEY RESPONSIBLE FOR FIELD FIT. THE TW3052 3"SM TW3052 3"SM TW3052 TW3052 3"SM TW3052 0 DESIGN NDITIOSSIONAL ASSUMES NO LIABILITY FOR OSPOIO B DUE TO UNKNOWN OR ^� TW3052 3"SM TW3052 3"SM TW3052 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT B EXTERIOR GABLE END OF HOUSE TO BE SHEATHED WITH J" CDX PLYWOOD KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL VERTICAL SEAMS To BE STAGGERFD MIN. OF 32" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: PANEL EDGES TO BE NAILED COG WITH 8P GALV. NAILS AND MAY 18, 2018 MAX. OF 12"OC. IN THE FIELD WITH 8P GALV. NAILS. Acceptance of these drawings does not authorize the right to build without the authorization SOF NEW Y PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building P� � � 0 1032-2018 —1-4Y" 7'-4Y" 7 3%" 7'-3%" '-s'/," '-6" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �� �Ei� r��9R 11 DRAWN BY: 14'-9" 14'-1y" 10'-p 4' agencies prior to construction. Ute, ��'�Fli AR �� eDK 14 CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ,' RB FIRST FLOOR PLAN CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. �'��\ -c���, � �� SHELT NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE <p 0811 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH A'R�FESSIONP� AlTHESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 04 Scale:4"= 1'-0" Existing Structure 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) � -z' DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — New Structure PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ® KE1;[rDESIGN•ASSOC7AIES, ur r PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 11'-14° 11'-1� / � __ __ij� r_ _ off UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. I( ` 39'-5" NOTE: VERIFY ALL DIMENSIONS TO TW3052 3"SM TW3052 KEHL DESIGN ASSOCIATES LLC INSURE FLOORS OF NEW ADDITION residential & commercial design • consulting 22'-3Y2" '-0" '-0" ALINE WITH FLOORS IN EXISTING HOUSE. P0.Box 1675 phone: (6311 433-9084 ALL HEADERS ARE TO BE Southold,New York 11971 E-Mail; ssbn654@optonline.net (2)1 4"X 9%" LVL UNLESS TJ1560 x 118' - 16"oc. OTHERWISE NOTED, [ 3'-3Yr8" 14'-2/4" 3'-3YB* Kehl Design Associates,LLC®forme ly D A K Associates,LLC � A q , ;__.._. ._...._. _... .._....__.___..... . _.__, 1 UWNLkSHIN & USE OF DOCUMENTS: L r" NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION These drawings and specifications including the t LINE-UP WITH WALLS IN HOUSE. ideas, design and arrangements represented therein, are the property of KEHL DESIGN A, TJ1560 x 118' - 16"oc• I I A - 0 30 ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection NOTE: PROVIDE FIRE BREAKS o with any work or project other than for which AS PER Storage they have been prepared without written consent. THE 2015 RES DENTIALI CODE UPDATED WITH THE 2016 UNIFORM Above B TJ1560 z 118 - 16 SUPPLEMENT I( SUPPLEMENT o REV: II N N Garage 12-27-19 aro e 10' '-4%° 14" TJ1560 x 118' - 16"oc. I I 2J 10 o. TJ1560 x 118' - 1611oc. IMIo 0C i o <N r i Covered _ B B WORK NOTES: Entrance TJ1560 x 11g" - 16"oc. - 3'-0" '-1" TJ1210 x 91" - 16"oc. r Shower " I '" Apply Water Proofing E 2, Bath o — CU Coating to All Walls x - Master "' NOT FOR TJ1210 9"" 16"oc. II TJ1210 x 92 m' - 16" R o 0 266 Poc. E ,Room D Z EBatH Bathroom loot - -sYz" -� CONSTRUCTION VW0. 3,z" I Loft USE UNLESS TJ1210 x 931" - 16"oc. I I TJ1210 z 92" - 16"oc. CERTIFIED BYE r bedroom � Covered "' 668 J I C N 1 PROFESSIONAL N � - o ENGINEER Entrance - u1 -2" Bedroom TJ1210 x 91' - 16"oc. In Bathroom CD u o W/1 Closet;,-- on I -6 P TJ1210 x 9 16"oc. s - 1'-4Y" 3'-2" 7 1" 301 I alairs 30 �PkOJEC1 : Kitchen 1 x92 LVL FI Beam X m E its " �1'-22 T TJ1210 x 91" - 16"oc. -7" -5" x J U 1 � A 0 '-9Y' �3'-11 7'-6 '. . " o 10'4 R I Dt 7.A �co 2.-�" 2425 MILL CREEK DRIVE WEST 2TJI210 z 91" - 16"0c• �I I � 1'-6� Zo SOUTHOLD, NY, 11971 0 PROVIDE HURRICANE STRAPPING IN o SCTM: # 051-06-040 J ACCORDANCE WITH THE `V o I 2015 INTERNATIONAL RESIDENTIAL CODE Living I Qc' ( UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, Master DRAWING TITLE: III Room K TJ1210 x 91' - 16"0c. o Bedroom NOTE. VERIFY ALL DIMENSIONS TO Livin INSURE FLOORS OF NEW ADDITION ( � _72g ALINE WITH FLOORS IN EXISTING 14'- 13'- 10'-04" DiningRoom HOUSE. FOUNDATION PLAN l l m o 13% 71' LVL Header oo Room _ (Cathedral) ALL HEADERS ARE TO BE (2) 13'x 921" LVL Header (2)14"X 9Y" LVL UNLESS 14"x 721" LVL Header TJ12IO x 921" - 16"0c. Q OTHERWISE NOTED New (2) 1Y4"x91" LVL Header 14"x 521" LVL Header o Window Hdr. Detail = III 1;"x 7z" LVL Header o NOTES: 2 13"x 921" LVL Header TW3052 3"SM TW3052 3"SM TW3052 O a NOTE: VERIFY ALL DIMENSIONS THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE (2) lq3"x 92' LVt Header 14"x 51" LVL Header INSURE WALLS OF NEW ADDITION TW3052 3"SM TW3052 3"SM TW3052 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRI"10EMENTS WILL BE 14"x I" LVL Header Window Hdr. Detail LINE-UP WITH WALLS IN HOUSE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE New (2) 14"z9 ' LVL Header s s a DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Window Hdr. Detail 7'- 7'-4Y" 1'-3/" T-3/" -6/° -6' UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TvV3052 3"SM TWJ052 3"SM TW3052 TW3052 3"SM TW3052 NOTE: PROVIDE FIRE BREAKS 14'-9" 14'-14" 10'-03/' FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. TW3052 ]"SM TW3052 3"SM TW3052 AS PER 39'-5' : L�> THE 2015 INTERNATIONAL SEAL: DATEMAY 18, 2018 RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM B O PROJECT NO: s" sa" SUPPLEMENT SECOND FLOOR PLAN DRAWN BY: �P 7'-4Y 4' 7'- 7 3/s 7 3� 6/ 6" ��pF NEVv�� 1032-2018 14'-9" 14'-1Y" 10'-0%" Scale:a"= 1'-0" A BDK 39'-5" f � n �'pt A * CHECKED BY: RB DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL I l L CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE , c SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED IMTHOUT FLOOR FRAMING PLI AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SECOND LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF CoA �os1a6$ � THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEROFESSIONP _ a' 1 "" Scale:a"= 1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �/� -� DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® MDE9GN•A,%"TIA ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 10'-0" 2 22' ' y 22r -3�' 34PROVIDE HURRICANE STRAPPING IN !?L_" �I NIEI�I_J3H 11'-1/ ACCORDANCE WITH THE TW3052 3"SM TW3052 2015 IPITERNATIONAL RESIDENTIAL CODE fir' 4 ISI UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. TW3052 3"SM TW3052 KEHL DESIGN ASSOCIATES NOTE: VERIFY ALL DIMENSIONS TO 26 Ceiling Joists -16"oc I residential & commercial design . consulting INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. P0.Boz 1675 phone: (631)433-9084 I I Southold,New York 11971 E-Mail: ssbn654@optonline.net A` A ALL HEADERS ARE TO BE A I 26 Ceiling Joists -1 ° c 1 1 (2)1 4"X 9Y" LVL UNLESS A Kehl Design Associates,LLC o formerly D A K Associates,LLC OTHERWISE NOTED UWNERSHIP & USE OF DOCUMEN I S: ` I I These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS B BI 2x6 Ceiling Joists -16"oc I ideas, design are the property of KEHLDESIGNINSURE WALLS OF NEW ADDITION 30 -- � -•- •- ••-••• �-- - " � 02 LINE-UP WITH WALLS IN HOUSE. I 1 ASSOCIATES, LLC. No part thereof shall be Storage A copied, disclosed to others or used in connection with any work or project other than for which Above I 1 they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS I AS PER o 5 l THE 2015 INTERNATIONAL 1 Joists -16"oc REV: Garage ice.' :' RESIDENTIAL CODE UPDATED 2z6 Ceiling WITH THE 2016 UNIFORM ( 12-27-19 SUPPLEMENT 10'-tY" I � 1 1 2x6 Celina Joists -16"oc 1 23': 2x6 studs - 16"oc. Studs to bottom of Rafters. 26 eilinq Joists -16"oc 00 26 Shoe CD 14"x118 LVL Bea 1 4" COX Sheathing " COX Sheathing 301 B1;" x11 ' LVL Bea o�S 1 B ID o 1111 8' COX Sheathing a�� 30 0 IIII N���c�re 1 WOIRK NOTES: IIII ' ti N IIII !' 2x10 Ceiling Joists -16"oc Bath' ea Smpson Hanger I 1 U I IIII Loft - - -- - - - - - - - - _ z Sheetrock NOT F O R (LVIx118" CONSTRUCTI CD LVL Beam ®� 11) A1111 4' COX Sheathing 1 USE UNLESS 1111 — — — — 14'x117" LVL Beam G1 11111�See Beam Detail Al 06 1-2x6 Soffit Framing CDX Sheathing Loft IIIY C 2 13 °x 92" LVL Flush Beam 3" 7" 1 O 2 14 x118 LVL Beam CERTIFIED BY A Note: Rafter to 1111 Simpson Hanger 4" CDX Sheathing PROFESSIONAL Each Side of be Located on Mounted Upside dawn — (2)2x6 Top Plates 301studs - 16" ENGINEER J IIII � 16"M �1 Girder and 2 — J Thru Bolted 1111 0 with (2) 1111 — 1 Bolts 1111 14°x118' LVL Bea , .rs, 1 W/l Closet iiii Stairs I Stairs A = 1►liUp IIII NOTE: Above Beam to be Glued and Nailed Up 111 — A Coo. vertically and spaced 12"oc. horizontally A 111 with 6p goly. ring shank nails, and then screwed PROJECT: A 2 2x10 Ceiling Joists -16"oc III together using Simpson .22°z 5" III Strong-Tie SDWS Timber Screws (6 Screws 111 Vertically as Per Monf. Specs, and spaced r at 2'-0"oc Horizontally. oVM AW& 0 00 RUM IDE [� (2) 13/"x 98' LVL Flush Beam 111 See Beam Detail Al 06 Second Floor Attic 2x10 Ceiling Joists -16 oc III ; Flush Beam 2425 111 III Detail All 06 BILL CREEK DRIVE WEST u-, o N - SOUTHOLD, NY, 11971 o 0 • g PROVIDE HURRICANE NTH TH STRAPPING IN Living N SCTM: # 051-06-040 Master 111 Living� � ACCORDANCE WTH THE J III 2210 Ce lin Joists -16"ac 2015 INTERNATIONAL RESIDENTIAL CODE Room Bedroom III Room UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. DRAWING-71 LE: III NOTE: VERIFY ALL DIMENSIONS TO III INSURE FLOORS OF NEW ADDITION SECOND FLOOR CEILING ALINE WITH FLOORS IN EXISTING 111 ; d'x �2" LVL Header HOUSE. FRAMING PLAN & (2) 14°x 9" LVL Flash Beam 111 J SECOND FLOOR CEILING o� 2 y 1" 2x10 Ceilin Joists -16"oc 111 0 (2) 14 x 9p LVL Header 2210 Ceiling Joists -16"oc 111 14"x 72' LVL Header ALL HEADERS ARE TO BE FRAMING PLAN Window Hdr. Detail (2)1 4"X 9Y" LVL UNLESS TW3052 YSM TW3052 3"SM TW3052 o OTHERWISE NOTED 8 TW3052 3°SPA TW3052 3"SM TW3052 NOTES: NOTE: VERIFY ALL DIMENSIONS B THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE INSURE WALLS OF NEW ADDITION a DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 7'-4Y° 1'-3� 7'-3%° LINE-UP WITH WALLS IN HOUSE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 14'-9° 14'-7y" 10'-0%' 14'-9" - 14'-7y4* 10'-0 4" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 1 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 39'-5" —_ 39'-5' UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NOTE: PROVIDE FIRE BREAKS FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. AS PER In PLAN THE 2015 INTERNATIONAL SEAL: DATE: SECOND FLOOR CEILING FrXI-XMING RESIDENTIAL CODE UPDATED SECOND FLOOR RAISED CEILING FRAMING P MAY 18, 201 8 WITH THE 2016 UNIFORM PROJECT NO: SUPPLEMENTF NEIN $cal@:q�= 1'-0° $Cad@:d�_ �r-0� �•P��o O B AO's' DRAWN BY 032-2018 0 'Qy� BDK :* * CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL " ! �, RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE '� "r ` ,c ,� �� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF < 081 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AROFESSIONP� Al 06 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. / Q / R 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization �9/- 2-0 DOB NUMBER: OF PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230; of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 KEMDESIGN.A,4SOC9ATRP uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 111 II II II II II IJ �. j T i nil_E � All 717" .;' PROVIDE HURRICANE STRAPPING IN III LI11J1�LLl1l l IIII — -._...�..... ......, -. ACCORDANCE WITH THE i - 2015 INTERNATIONAL RESIDENTIAL CODE / ` LiLillu y UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES r } residential & commercial design • consulting NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION IL IIII ISL ; ' ALINE WITH FLOORS IN EXISTING 1LH J1 HOUSE. P0,Box 1615 phone; (631)433-9084 u. Southold,New York 11911 E-Mail; ssbn654@optonline,ne1 IU Id 111 LILIJ ALL HEADERS ARE TO BE Kehl Design Associates,LLC oformerly D A K Associates,LLC (2)1�/a"X 9Y" LVL UNLESS �?r/" '.iii „� LL LILULILLLU OTHERWISE NOTED OWNERSHIP & USE OH UOCUMENIS: ILII LI II LI L111 II LI II 1111 ILLI II _ I I I� I I III IIII II ll_LI I These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented I �IJP V III INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN I LINE-UP WITH WALLS IN HOUSE. .ASSOCIATES, LLC. No port thereof shall be copied, disclosed to others or used in connection 11 11 II I�ll_I DLI I_W 1_1�LLLL with any work or project other than for which ILIIU1Id 1 ISL I1� IL11 III I II II L ILLlI they have been prepared without written consent. Il I „ 11 1 Lu Ceiling Height NOTE: PROVIDE FIRE BREAKS Top of window AS PER 19 THE 2015 INTERNATIONAL REV: II J `V RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM 12-27-19 I I I A 111 I I L�ll I I LI I I 1 1 1 1 1 1 1 I I I I I SUPPLEMENT I I I I ISI I_�I I I I LLI_� I I III LLIJ IJ IBJ L)L1J LI LII V LL �LW1 -ILILL' I I I I III I I I I�L�I LJ I I�LLLIJ I LI I L L I I�I I IJ I I I III 1 I ILL_.fl IL I LI I I _ J I T I 1 11 Lt-Lit-A 11111 111 11 Ill 11 Ili 1111111 1 11111 1 11 11 1 11 11 1 11 1 IT 11 11 11 11 111111 111 11 111 Top of Subfloor Ceiling Height Top of window I i WORK NOTES: r Top of 7.25" Baseboard Top of Subfloor Top of Foundation i NOT FOR CONSTRUCTION EAST ELEVATION USE UNLESS CERTIFIED BYE SCALE: 1/4"= 1'-0" PROFESSIONAL N ENGINEER 2 5/8" ll. I 1_ I IIII PROJECT: ISI , 0 LL 1L PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE IDEN Ll 2015 INTERNATIONAL RESIDENTIAL CODE " K,,,PE: I .1� UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, a �I 2425 I I NOTE: VERIFY ALL DIMENSIONS TO L INSURE FLOORS OF NEW ADDITION MILL CREEK DRIVE WEST ALINE WITH FLOORS IN EXISTING SOUTHOLD, NAY, 11971 Tray Ceiling Height HOUSE. Ceiling Height Ceiling Height >� — SCTM: # 051-06-040 1L ALL HEADERS ARE TO BE To of window II -- Top of window Top (2)1 4"X 92" LVL UNLESS DRAWIING TITLE: OTHERWISE NOTED 1L1 o ILLa 'o NOTE: VERIFY ALL DIMENSIONS i J INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE ELEVATIONS AS NOTED it I11111111111 1111 IlIllull lI lul NOTE: PROVIDE FIRE BREAKS Top of SLIVIOOr ` Top of Subfloor AS PER 0 Ceiling Heightr Ceiling Height THE151NTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM NOTES: To of window SUPPLEMENT THESE PLANS APE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Top of window P - DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE AL E ® PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ' DESIGN PROFFESS10NAL ASSUMES NO LIABILITY FOR OMMIsIONS DUE To UNKNOWN OR PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON CalIAENTS NOT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE "SEAL: DATE: i PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. MAY 18, 2018 PROJECT NO: Top of 7.25" Baseboard ! Top of 7.25" Baseboard Acceptance of these drawings does not authorize the right to build without the authorization 'SOF NE-w �C� 1032-201 Top of Subfloor / Top of Subfloor p g g ��P Q.� 0' 8 q,�, DRAWN BY: 8 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Top of Foundation Departments, �, Top of f=oundations �/ ` p DEC FEMA etc. Verify all conditions, codes, and requirements with such G F14:II �� BDK o agencies prior to construction. CHECKED BY: 'J RB Generator SHEET NUMBER: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. sO 081Bro WEST ELEVATION AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AROFESSiCNP� OF 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 INTERNATIONAL BUILDING CODE. 141201 SCALE: 1/4"= 1'-0" 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �' ��' 2 J' DOB NUMBER: OF 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) © KEIIrDESIGN•ASSOQAIF.S,uL 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) r � fill PROVIDE HURRICANE STRAPPING IN - - EL,:"; ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES i residential & commercial design . consulting NOTE: VERIFY ALL DIMEIISIONS TO - INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. P0.Box 1675 phone, (631)433-9084 Southold,New York 11971 E-Mail: SS noptonlile,ne1 ALL HEADERS ARE TO BE Kehl Design Associates,LLC a formerly D A K Associates,LLC (2)133/4"X q/12" LVL UNLESS OTHERWISE NOTED OWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be LAIC-UP WITH WALLS IN NOOSE. copied, disclosed to others or used in connection Tray Ceiling Heigl-t-- — with any work or project other than for which they have been prepared without written consent. Ceiling Heigh —=1r— j NOTE: PROVIDE FIRE BREAKS I Top of window J' INTERIOR TRIM AS PLR 1// 11' THE 2015 INTERNATIONAL REV: 2 X 1 9 Casing RESIDENTIAL CODE UPDATED 2"X 2 z" Base WITH THE 2016 UNIFORM 12-27'-19 SUPPLEMENT 0 R❑❑E GAf Architectual Shingles color is ❑yster Grey N ING Top sabflHaPlank color is Booth Bay Blue Ceiei ling Heigig h; I Top of windoN I -� SCOPE OF PROJECT NOTES . o =1- 1)Will be installing a Culligan water filtration system (Whole House), and based on well water I testing, apparently need a special "iron reducing" component. WORK NOTES: Top of Subfloor. 2) Will need ceiling fans in each bedroom,two in the great room and one in the loft. t� Top of Foundation_ 3) Will want under-cabinet lights in the kitchen. Grade 4) Will want outdoor lights, outlets on each side of the house. N OT I=O R 5)Will want spigots on each side of the house. CONSTRUCTION 6) 1 hope to install a (propane-powered) generator, so need to have panel USE UNLESS SOUTH ELEVATION and transfer switch included for the electrical layout. CERTIFIED DYE, 7) Provide outlets to support a workshop and planned wine cellar. SCALE: 1/4"= 1'-0" � PROFESSIONAL 8) Provide existing slop sink and pump in basement. ENGINEER 9) Possible wired or wireless outlets for Sonos wireless speakers to patio, Kitchen, Living Room, Loft and Master Bedroom, including up high on the East Wall of the Great Room. 10) Basement windows to be replaced 11)That same east wall in the great room is to have floor to ceiling book shelves • (sliding-door base cabinets,with space in the middle for a Large N and a rolling Library ladder. 12) Loft area work to inluded a built-in desk along the North wall.with shelves above. ; PROJECT: r �i 'E"), E I 2425 MILL CREEK DRIVE WEST S SOUTHOLD, NY, 11971 SCTM: # 051-06-040 Ceiling Height PROVIDE HURRICANE STRAPPING IN DRAWING -TITLE: ACCORDANCE WITH THE Top of window - _ 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: vFALL DIMENSIONTO ELEVATIONS AS NOTED o INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING L—L HOUSE. ALL HEADERS ARE TO BE Ll (2)l34"X 9Y2" LVL UNLESS NOTES: Top of Subfloor � OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ' Ceiling Height DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Top of window - NOTE; VERIFY ALL DIMENSIONS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE INSURE WALLS OF NEW ADDITION DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LINE-UP WITH WALLS IN HOUSE. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: 0 N PROVIDE FIRE BREAKS MAY 18, 2018 AS PER PROJECT NO: THE 2015 INTERNATIONAL OF NEiN RESIDENTIAL CODE UPDATED KE 1'p 1032-2018 WITH THE 2016 UNIFORM C�)) -\ O. 8,a �f- DRAWN BY: SUPPLEMENT W y BDK Top of Subflocr / ° ! " ;I A * CHECKED BY: Top of Foundation RB DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL r " , , c,. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �, SHEET NUMBER: c^ ; PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE s� C Compressor Compressor Generator LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 081864 ^ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ROFESSIONP [0 2 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. r� � 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NORTH E � j�� '�v DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — P 9 9 SCALE: 1/4"= V-0" PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEMDERGN•A%OCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ./ . ��`-%��-n:%.,4,`" .� iii;�%%/,;.,, `;,i." ,. ./ < �,,;,��-' =•; Ridge Vent 14'2118 LVL RidgeEE PROVIDE HURRICANE STRAPPING IN ACCORDANCE WIN THE Hurricane Strapping '/. 2015 INTERNATIONAL RESIDENTIAL CODE 2x10 Rafters .-" "' UPDATED NTH THE 2016 UNIFORM CODE SUPPLEMENT. �„ Ridge Vent €. is CDX Roof Sheathing - '" 3 ,4 X„g LVL Rage KEHL DESIGN ASSOCIATES LIC Ice and Water Sheild e" Goly. Carriage Bolts GAF Architectual Roof Shingles residential & commercial design . consulting DOTE: VERIFY ALL DIM_NSIONS TO 1'-a" g r` 3„ r INSURE FLOORS OF NEW ADDITION r x oar lies cc. °, PSL 14 x 92 Rasters ALINE WITH FLOORS IN EXISTING i 2X10 Rafters - 16"oc. e CDX Roof Sheathing HOUSE. PO.Boz 1675 phone: (6311433 9084 Batt Insulation Batt Ins lotion 8' CDX Roof Sheathing Ice and Water Sheild 3" Galy. Carriage Bolts 3" Golv.. Carriage Bolts - Ice and Water Sheild a 9 a 9 —� GAF Architectuol Roof Shingles Southold,New York 11911 E-Mail: ssbn654@optonline.ne1 ALL HEADERS ARE 10 BE GAF Architectual Rcof Shingles Kehl Design Associates,LLC o formerly D A K Associates,LLC 2 1334"X 9%" LVL UNLESS --- -- �+i Galy. Carriage Bolts ,// --„ O `� I o� � 9 .r1'-0"� x I � !%';�.%�%ice%%//' /�'�/���//�" i �O OTHERWISE NOTI-D `�� `� / °fP�s (2)2x6 Top Plate OWNERSHIP & USE 0H DUCUMENIS: R-21 Insulation R-21 Insulation) 2x6 Diagonal Brace 32"oc. 2x6 Studs 16"oc' 1" Carriage Bolts 9 z 9 These drawings and specifications including the (2)2x6 Top Plates Closed Cell Foam 2x6 Blocking NOTE VERIFY ALL CIGAENSIONS (2)2x6 Top PI l � �" ideas, design and arrangements represented 2x6 Ride Poles 2x5 Ride Poles 1x8 Azek Fascias 2 CDX therein, are the property of KEHL DESIGN INSURE WALLS OF NE'N ADDITION g 9 12"U Beaded Azek Vented Soffits Attic Sheathing ASSOCIATES, LLC.pNo port thereof shall be LINE-UP WITH WALLS IN HOUSE. : z " CDX Roof P 14"x118° LVL Bax Bm. 2 copied, disclosed to others or used in connection 144 X118' LVL Boz Bm. Over Garage Door " Goly. Carriage Bolts Batt Insulation Sheathing R-30 Insulation with any work or project other than for which Closed Cell Foam they have been prepared without written consent. z° CDX Roof e'° 2x10 False Rafters Y P P NOTE: PROVIDE FIRE BREAKS TJI560 x 118' - 16"oc. TJI560 z 11 z" - 16"oc. e" Exterior Sheathing Filler AS PER Grace House Wrap or Equal Hurricane Strapping „ THE 2015 INTERNATIONAL R-30 Insulation 2x6 Top Plate 2 ('DX Subfloor 2x1D Blocking for 4'-0" 2x6 Top Plate (3)14"x16" LVL Header Hardi-Plank Siding in from the Gable Wall Batt Insulation REV: RESIDENTIAL CODE JPDATED z6 Ledger Board WITH THE 2016 UNIFORM New Garage 2z10 Ceiling Joists - 16"oc. , Simpson Hanger 12-27-19 SUPPLEMEN f z CDX Ext. Sheathing All Walls and ueling R-21 Insulation of the Garage to be —Insulation lx8 Azek Fascia's R-30 Insuktion See Second Floor Sheetrocked with Type'X" Attic Flush Ridge Closed Cell Foam 2x6 framing g" Fire-rated Sheelrock as 2X6 Framing 12° Beaded Azek Vented Soffits Beam Detail A106 2z6 Shoe per the 2015 h�C Code 2X6 Shoe Walken Bedroom 2x6 Kneewoll 4" CDX House Subfloor (Match Existing) Update with the 2016 4" CDX Subfloor (Match Existing) Office / Sitting Area Beyond Hurricane Strapping Uniform Code Supplement " Exterior Sheathing 5" „ 2x10 - 16"oc. Grace House Wrap or Equal Closet ntrance z (3) 14"x 91" LVL Flush Beam Batt Insulation I 14"x 92' LVL Flush Beam 8 z 18 Anchor —________———— — — — — — — — — — — — — — Hardi-PlankSiding TJ1210 x 921" - 16"oc. i TJ1210 x 921" - 16"oc. Bolts 32"oc. R-21 Insulation (2)#5 Horizontal Reba W/6z6 10/10 WWM W/6x6 10/10 WWb1 /4" PC Slab 4" PC Slab Monolithic Poured 2 TJ1210 x 921"with / x6 10 - 16"oc. 3 R-30 Insulation //'Apron W 6 10 WN'M 4' CDX Subfloor Hurricane Strapping 8" PC. Foundation PP g 92r• Perimeter Beam #5 Vertical Rebar 48°oc, 6 Mil Poly Vapor Barrier 5 Rebar Hurricane Stra in 2z4 Plate I Short Way 91" Perimeter Beam —1x8 Fascia (2)#5 Horizontal Rebar 2'-0"oc #5 Rebar Pins 20"x8" Conc. Ftg.— 'r 2'-0"oc. R-19 Insulation R-19 Insulation 12" Beoded Azek Vented Soffits 4 5 Rebar R-19 Insulation Hurricane Stropping lz Azek Freize Board Min. 3'-0" Below I ( )# Wood Post R-30 Insulation Final Grade k 1'-g"� Long Way ° Exterior Sheathing BearingPoint 2z4 Girder Build-Out Equally Spaced R-15 Insulation Grace House Wrap or Equal 1,Is WORK NOTES: Hardi-Plank Siding R-15 Insulation �� 5Y" Covered CROSS SECTION ,� z Kitchen Closet Bathroom z Entrance 44 ACO Post 3„ 4" CDX Subfloor 4"CDX Subfloor 2z6 ACO Packing SCALE: 1/4' V-0" CDX 01 4 CDX Subfloor �,� Existing 2x10-16"oc. Existing 2x10-16"oc, lx Azek Wrap TJ1210 x 92 - 16"oc. Finish Stone Sistered with Sistered with 1z8 Azek Base Trim 3"z 91 LVL 13"x 91" LVL V4" PC. Slab with 6x6 Hurricane Strapping 4 2 4 w/WWM 10/10 4X4 Simpson Post Anchor NOT FOR "x18" Anchor Bolt [�� Hurricane Strapping Ridge Vent 92" Perimeter Beam 5„ CONSTRUCTI® �14"x11$' LVL Ridge ;"x 18" Anchor Bolts 32"oc• R-30 Insulation R-30 Insulation R-30 Insulation e x 18" Anchor 1114 (2)#5 Horizontal Rebate 1" Sheetrock rrr� r. Bolts 32"oc. #5 Rebar 24"oc. (2)#5 Horizonfal Rebar 2 32 x92 LVL Girder 32 x92 LVL Girder Hurricane Stra in PSL 143% 92' Rafters 2 5 Horizonf al Rebar 8 PC. Foundation USE UNLESS 2X10 Rafters - 16"oc. O# 8" PC. foundation 5" CDX Roof Sheathing Compacted Fill 2)#5 Hori,ontal Rebar 5.. �� g 8" PG. Faandatian �+ m 8' PG. Foundation CERTIFIED BY �, 8 CDX Roof Sheathing 5 Vertical Rebar 48"oc. Baset!lent 4" Steel Zi Column # /t� Ice and Water Sheild # , 32 x T-4", A36 Standard Steel Pipe P #5 Vertical Rebar 48"oc• 5 Rebar 2'-0"oc. PROFESSIONAL Ice and Water Sheild Damp Proofing with 12%12% 21" Base and with Cap and Base Damp Proofing Short Wa R-49 Insulation GAF Architectual Roof Shingles Y Log 4 5 Rebor Long GAF Architectual Roof Shingles� 321LaBolted to Girder z 12"x �" Cap with �" hole O# ENGINEER . $'x2'° Goly. Lag Way Coc.21 T1-0"I n each corner. with Bolts 24"x8 Conc. Ft Min. 1-a" x Collor s l cc. l v � 4" PC Slab 4" PC Slab Provide Attic Access 2 5 Horizontal Rebar 3'-0" Below Final Grade Closed Cell Foam 2x6 Studs 16"oc. Through Rafters Closed Cell Foam O# w Poly Vapor Barrier w/Pol Vapor Sorrier 2)#5 Horizontal Rebar '� #5 Rebar 2'-0"oc. #5 Rebar 2'-O'oc. Short Way - - - S-0"x 6'-0"x 8" -2'-O"x 2'-0"x 8" Short Way CDX \ Conc. Fig. w/ Cone. Rg. w/ 2X6 Blocking (4)#5 Reber Long96 4 5 Rebar Lon 9 Sheathing 24% 8" (6)(#5 Rebar Equally (4)45 Rebar Equally 24% 8' O# g Batt Insulation Q Way Coc. Conc. Footing Wo 6"oc, R-30 Insulation 9 Spaced L.W.) and Spaced (E.W.) Conc. Footing y }}� Batt Insulation (Min. 3'-0" Below (12)(#5 Rebar Equally (Min. 3'-0" Below 4x4 ACO Post "�C► 1„ Q o Closed Cell Foam Final Grade) S S.W. Final Grade 2x6 ACO Packing PROJECT: 2 CDX Roof aced 2x10 False Rafters p ) ) Sheathing lx Azek Wrap Hurricane StrapIg in t• " CDX Roof Q 1x8 Azek Base Trim ° 2 CDX Subfloor Filler Batt Insulation CROSS [1r+ SECTION C0 2x10 Ceiling Joists - 16 oc. 1x8 Azek Fascia's R-30 Insulation IN /I Simpson Hanger Closed Cell foam SCALE: 1/4"= 1'-0" 4z4 Simpson Post Anchor 301 8"x18" Anchor Boli 12" Beaded Azek Vented Soffits See Second Floor E Eiph I D H E I Attic Flush Ridge HP Covered Porch Post R-15 Insulation I I Beam Detail A106 (�� S5" Exterior Sheathing 1 1 1 Office B ulsalafio Construction 2425 Shower �• Wash 2 Bath . . MILL CREEK DRIVE WEST Grace House Wrah or Equal 9y" 3-0 --�-1 ,�. Sitting Area FOOTING SPECS. - 2 R-3D Insulation SOUTHOLD IVY 11971 Hardi-Plank Siding Dryer 3' 4f CDX SubFloar Hurricane Strapping Closed Cell Foam PP 9 4" CDX Subfloor 2 TJI210 x 9z" - 16"oc. FOOTING DIMENSIONS AND INFO. SCTM: # 051-06-040 R-15 Insulation I I R-21 Insulation NEW 2'-O"x 2'-0"x 1'-0" Concrete Footing Hurricane Strapping A with (3)#5 Rebar E.W. Equolly EquallySpaced PROVIDE HURRICANE STRAPPING IN DRAWING TITLE: 91" Perimeter Beam TJ1210 x 9 - 167c. NEW 2'-6"x 2'-6"x 1'-0" Concrete Footing2015 IN ACCORDANCE RESIDENTIAL CODE ACCORDANCE WITH THE zUPDATED (4) WITH THE 2016 Ul,'1FORM CODE SUPPLEMENT. 13/"x 92' LVL � with 4 5 Rebar E.W. Equally Spaced Flush Bm. R-30 Insulation 12" Beaded Azek Vented Soffits Hurricane Strapping lx Azek Freize Board R-15 Insulation R-15 Insulation Closed Cell Foam NEW 3'-O"x 3'-O"x 1'-0" Concrete Footin 8° Ezterior Sheathing 2x4 Girder Build-Out with (5)#5 Reber E.W. Equally Spaced NOTE: VERIFY ALL DIMENSIONS TO Grace House Wrap or Equal R-15 In Iation R-15 Insulation INSURE FLOORS OF NEW ADDITION Covered NEW 4'-0"x 4'-0"x -O" Concrete FootingALINE NTH FLOORS IN EXISTING SECTIONS AS NOTED Hardi-Plank Siding Bedroom CL. Bathroom Bedroom R-15 Insulation_ Entrance 4z4 ACO Post with 6 5 Rebar E.W. Equally Spaced HOUSE. R-15 Insulation 3" 2x6 ACO Packing Closed Cell Foam 3" 4 CDX Subfloor NEW Custom Concrete Footin 1'4' Thick with 4 CDX Subfloorlx Azek Wrap 2210 - 16"oc. Existing 2x10-16"oc. Finish St5 Rebar E.W. as per Plan Equally Spaced Stone Sistered with 1x8 Azek Base Trim ALL HEADERS ARE TO BE 131, 91" LVL 4" PC. Slab with 6x6 (2)1 4"X 9Y" LVL UNLESS NOTES: Hurricane Strapping w WWM 10/10 OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 9z' Perimeter Beam DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 44 Simpson Post Anchor PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 8"x 18" Anchor Bolts 32"oc. R-30 Insulation (2) 14% 92" LVL R-30 Insulation (2) 14"x 92" LVL "x 18" Anchor 8"x18" Anchor Bolt NOTE: VERIFY ALL DIMENSIONS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE (2)#5 Horizontal Reber---- r' Flush Bm. r' Flush Bon. oc.Bolts 32'oc. #5 Rebar 24" # 2 Sheelrock 2 Sheetrock 2)#5 Horizontal Rebar INSURE WALLS OF NEW ADDITION DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OM441SIONS DUE TO UNKNOWN OR Horizontal Rebar UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Compacted Fill g" PC. Foundation LINE-UP WITH WALLS IN HOUSE. # FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � Comp 8" PC. Foundation 8" PC. Foundation #5 Vertical Rebar 48"oc. 4" Steel Zip Column #5 Vertical Rebar 48'oc. ' 2)#5 Horizontal Rebar SEAL: DATE: Basement with Ca and Bose NOTE: PROVIDE FIRE BREAKS Damp Proofing P Damp Proofing #5 Rebar 2'-O"oc. MAY 18, 2018 1 Lag Bolted to Girder y AS PER of NEW PROJECT NO: 321"x 1'-4", A36 Standard Steel Pie Short Wa 2 P with 8"z22" Galy. Lag (4)#5 Rebar Long THE 2015 INTERNATIONAL P(� 1'0 with 12"xl2'z Base and Bolts Way 6"oc. RESIDENTIAL CODE UPDATED �� �( O• B,q� f- 1032-2018 <C. DRAWN BY: 4" PC Slab 3�"x 12"z J" Cap with 8" hole 4" PC Slab WITH THE 2016 UNIFORM � y� (2)#5 Horizontal Rebar w Poly Va or Barrier in each Corner. w Poly Vapor Barrier 2)#5 Horizontal Reber 24"z8' Conc, Fig. Min, 4t SUPPLEMENT f.`,;I A BDK / P P 3'-0" Below Final Grade �k A #5 Rebar 2'-O"oc. #5 Rebar 2'-0"oc. j CHECKED BY: 3'-O"x 3'-0"x 8" 2'-0"x 2'-O"x 8" Short Wa r 4 �r ( Q' Short way Y DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL = n L'! RB Conc. Ft w (4)#5 Rebar Long 9 / Conc. Ftg. w/ (4)#5 Rebar Long CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE s. � '}' SHEET NUMBER: 24"x 8" (6)#5 Rebar Equally (4)#5 Rebar Equally 24"x 8' S aJ, wa Coc. q y Way Coe. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT a Cb 081805 y Conc. Footing Spaced (E.W.) Spaced (E.W.) Conc. Fooling WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AROF NPN' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH (Min. 3'-0" Below (Min. 3'-D" Below ESSIO Final Grade) Final Grade) THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A301 CROSSSAF&PA WOOC FRAMED CONSTRUCTION MANUAL WFCM PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. • " i� OF SCALE: 1/4 — 1-0301 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: PRESCRIPTIVE v1ETHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEBLDERGN•A%OCL0I uc • 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. EUPDAD DE HURRICANE STRAPPING IPL PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE �' ACCORDANCE WITH THE tl/f'i �I Iii � 3 � I] ERPIATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE -HE 2016 UNIFORM CODE SUPPLEMENT. - - A WITH THE 2016 UNIFORM CODE SUPPLEMENT KEM DESIGN ASSOCIATES �c S 1 residential & commercial design • consulting NOTE: VERIFY ALL DIMENSIONS TO f VERIFY ALL DIMENSIONS TO INSURE: FLOORS OF NEW ADDITION I U- t INSURE FLOORS OF NEW ADDITION I ALINE WITH FLOORS IN EXISTING } t ALINE WITH FLOORS IN EXISTING ` 1 HOUSE. P0,Boz 1675 phone; (631J433-9084 HOUSE. ! . Southold,New York 11971 E-Mail: ssan654@optonline,net E (2)1ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE Kehl Design Associates,LLC®formerly D A K Associates,LLC (2)a"X 9%" LUL UNLESS 4"X 9%" LVL UNLESS yrs OTHERWISE NOTED OTHERWISE NOTED JWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN LIIJE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be LINE-UP WITH WALLS IN HOU copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. NOIE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIREAK AS PER AS PER THE 2015 INTERNATIONAL THE 2015 INTERNATIONAL REV: RESIDENTIAL CODE UPDATED RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM WITH THE 2016 UNIFORM 12-27-19 SUPPLEMENT SUPPLEMENT Hurricane Stropping Hurricane Strapping 2x6 Flyrofters 12" OR Ridge Ven. Ridge Vent 14"z11g' LTL Ridge 13"x11"" LVL Rid e ::_��\, 2x10 Rafters - 16"oc. PSL 14"x 92' Rafters 5" CDX Roof Sheathing 11 2x10 Rafters " CDX Roof Sheathing g g 8 CDX Roof Sheathing Ice and Water Sheild Ice and Water Sheildn u 2x4 Outriggers Ice and Water Sheild GAF Architectual Roof Shingles GAF Architectual Roof Shingles GAF Architectual Roof Shingles 2x6 Collar Ties 16"oc. f1'_1'� z6 r Ti 1 c. e� � 2x6 Studs 16"oc, 1� WORK NOTES: �' Carriage Bolts I I I I I I I I I I I I I I I I I I tt 2x6 Blocking 2x10 False Rafters CDX IQ I I I I I I I I I Attic Sheathing �, I I I I I I I I I I I I i I I I I I I I I I I I I 2' CDX Roof I I I I I I I I I I I I I I I I I I I I I I I I I I I Sheathing� R-30 Insulation „ I 1 I I I I I I I I I I I I I I I I I I I I I I z CDX Roof 2x10 False Rafters Closed Cell Foam Filler I I I I —I I -- Hurricane Strapping — x — — 2 0 Blocking for 4-0 _ -- —I I -- -- -- -- -- --I —_ I -- --I I I —I -- I -- ---I -- I -- _—I I -- NOT FOR inifrom the Gale Wall I I I I z10 i ng J2x10 Ceiling Joists - 16"oc, R-30 Insulation — in Simpson Hanger See Second Floor 2x1 Ceilingoisfs 6oc. 2x1 Ceiling ills 6"oc. CONSTRUCTION R-30 Insulat - - - - I Atic Flush Ridge(2)2x6 Top Plate See Secon Floor Beam Detail Page A106 USE UNLESS (2)14" 18" LVL Azek Fosc Attic Flush Ptidge R-30 Insulation R-30 Insulation R-30 Insulation R- OInsulation CERTIFIED BYA 12" Beaded Azek Vented Soffits R-30 Insulation I Beam Detail A106 I I I I R-30 Insulation —R-15InsulationMaster Walk-in PROFESSIONAL g' Exterior Sheathing II I Offi� e / Sifting Area Beyond I Bathroom Closet Master Bedroom ENGINEER Grace House Wrap or Equal Master Bedroom Hardi-Plonk Siding — R-21 Insulation I I I I I I R-21 Insulation 4T Hurricane Strapping Hurricane Strapping IR�30 Insulation 2x6 Shoe — —1x8 Fascia TJI210 x 9�" - 16"oc• TJI210 x 91" - 16 oc. TkTO x 9Z - 16"oc. 92 Perimeter Seem — (2)226 Top Plate - 12" Beaded Azek Vented Soffits R-19 Insulation R-19 Insulation 11171-11 191nsi !ion PROJECT: � lz Azek Freize Board R-21 Insulation ' Exterior Sheathing - Grace House Wrap or Equal 3,_1. " Exterior Sheathing R-15 Insulation Hardi-Plank Siding — Grace House Wrap or Equal > R r Kitchen Living Room Bedroom Kitchen Dining g 9 I Hardi-Plank Siding 4" CDX Subfloor CDX Subfloor Room E IR-21 Insulation 4" a K '04°� R-21 Insulation 2x10 - 16"oc. TJI210 z 92" - 16"oc. Hurricane Strapping — 5 2x6 Shoe — I210 x 9 - 16 ac. 92 Perimeter Beam — TJI210 z 9- - 16 oc _.-TJIJ1210 x 9 - 167c. ILL CREEK DRIVE WEST "x 18" Anchor Bolf s" 8"x 18" Anchor Bolts 32"oc. R-30 Insulation R-30 Insulation R-30 Insulation x 18" Anchor Bolts 32"oc. R-30 Insulation O 13/"x 9"' LUL R-30 Insulation R-30 Insulation R-30 Insulation $x 18" Anchor Bolts 32'oc. SOUTHOLD NY 11971 �22 5 Horizontal Rg m, 1^ 321"x921" r (2)#5 Horizontal Rebar 1 1" Sheet Flush Bm. Sheetrock LVL Girder 2 Sheetrock 2" Sheetrock 2' Sheetrock 1" r, 2h 1" 1^ r 1^ 5 x9 LVL Girder (2)#5 Honzontol Rebar 32 x92 LVL Girder 3g Al LVL Girder 32 x92 LVL Girder 32"z9 ' LVL Girder 4 2 (2)#5 Horizontal Rebar Basement Compacted Fill Compacted Fill SCTM: # 051-06-040 8" PC, Foundation 8" PC. Foundation 8" PC. Fer L8"e. 8" PC. Foundation 4" Steel Zi Column 5 Vertical Rebar 48"oc. #5 Vertical Rebar 8"oc• Basement 5 Vertical Rebar 48"oc. #5 Vertical Rebar 48"oc• Basement p o Basement DRAWING TITLE: 0 3"x 7'-4", A36 Standard Steel Pie with Cap and Base Dam Proofing Damp Proofing o o Dam Proofing Damp Proofing �— � P � P 9 P 9 with 12"x12"x p' Base and Lag Bolted to Girder 32"x 12 8 8 " Cap w th " hole with 8"x22" Galy. Lag in each comer. Bolts 4" PC Slab 4" PC Slab 4" PC Slob 4" PC Slab 4" PC Slab 4" PC Slab (2)#5 Horizontal Rebar w/ Poly Vapor Barrier w/Poly Vapor Barrier w/Poly Vapor Barrier 2)#5 Horizontal Rebar (2#5 Horizontal Rebar w Poly Va or Barrier w Poly Vapor Barrier w Pol Va or Barrier 2)#5 Horizontal Rebar #5 Rebar 2'-0'oc. #5 Rebar 2'-0"oc. #5 Rebar 2'-0"cc. #5 Rebar 2'-O"ac' SECTIONS AS NOTED Short Way 3'-3' 3'-0"x 8' 2'-O"x 2'-0"x 8' Short Way Short Way Short Way • Conc. Ftg. w/ Conc. Ft w 3'-0"x 6'-0"x 8" � Rebar Lon g 4 5 Rebar Lon (4)#5 Rebar Long E 4'-D"x 4'-D"x 8" 4 5 Rebar Lon (4)#5 9 \ 6 5 Rebar E uall 24"x 8 O# g 24"z 8" Conc. FIg. w � 24"x 8 O# g 24'x 8' O# q l (4)#5 Rebar Equally Way Coc 9 Way 6"oc. Conc FootingSpaced E.W. Conc. Footing Way Coo. y Conc. Footing 6 5 Rebar Equally 3'-0"x 3'-0"x 8" Conc. Ftg. w/ Conc. Footing Way Coo. P O Spaced (E.W.) 9 O(# 9 (Min. S-0" Below (Min. S-0" Below Min. 3'-D" Below 3'-0"x 3'-0'z 8' P ) Conc. Ft w 8 5 Rebar Equally Final Grade) ( Spaced L W. and 9 � O# q Y Min 3'-0" Below Final Grade) Final Grade) Conc. Ftg. w/ (12)(#5 Rebar Equally (6)#5 Rebar Equally Spaced (E.W.) Final Grade) (6)#5 Rebar Equally Spaced E.W. Spaced (E.W.) Spaced S.W.) P ( ) NOTES: PROVIDE HURRICANE STRAPPING IfJ Cr";* ROSS s B THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY E THE ACCORDANCE WITH THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2015 INTERNATIONAL RESIDENTIAL CODE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE SCALE: 1/4"= V-0"- 3 02 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NOTE: VERIFY ALL DIMENSIONS TO CROSS %13 E cT I N FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING 30 HOUSE. SCALE: 1/4"= V-0" FOOTING SPECS. DAT E: 18, 2018 $ OF NEW YPROJECT N0: O ALL HEADERS ARE TO BE FOOTING DIMENSIONS AND INFO. ��� O E ��- DRAWN gY032-2018 (2)1,"X 9Y" LVL UNLESS NEW 2'-0"x 2'-0"x 1'-0" Concrete FootingU0 k 9 a with (3)#5 Rebar E.W. Equally Spaced • , I � * ,CHECKED BDK OTHERWISE NOTED B NEW 2'-6"x 2'-6"x 1'-0" Concrete Footincl -- � i c� with (4)#5 Rebar E.W. Equally Spaced DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL , �,' RB COPYRIGHT 2018 KEHL DESIGN A NOTE: VERIFY ALL DIMENSIDrJs © ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE r- 'y' SHEET NUMBER: CODE UPDATED KITH THE 2016 UNIFORM CODE SUPPLEMENT. s INSURE WALLS OF NEW ADDITION AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SpA 08186x ' LINE-UP WITH WALLS IN HOUSE. NEWth (5) Reber 1.W. Concrete FootingLIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ROFESS0' A302 with 5 5 Rebar E.W. Equally Spaced THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE / . � NEW 4'-0"x 4'-0"z 1'-0" Concrete Footing PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. '11 NOTE: PROVIDE FIRE BREAKS with (6)#5 Rebar E.W. Equally Spaced 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) `1/-71-2 . DOB NUMBER: OFA—` AS PER Acceptance of these drawings does not authorize the right to build without the authorization THE 2015 INTERNATIONA_ NEW Custom Concrete Footin 1'-0" Thick with 2.AIS1 STANDARC FOR COLD—FORMED STEEL FRAMING — P 9 9 RESIDENTIAL CODE UPDATED #5 Rebar E.W as per Plan Eq call Spaced PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WITH THE 2016 UNIFORM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHbDESIGN,ASSO©A1ES, SUPPLEMENT 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. HLA IIIFFICE LOCATION: Sy� MAILING ADDRESS: own Hall Annex ,`O l0 P.O. Box 1179 375 State Route 25 Southold, NY 11971 r.Main Rd. &Youngs Ave.) y 971 G r Southold NY 11 Telephone: 631765-1938 • Q J J yC0UN1`I, 1� RECEIVED 1 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD JUL 2 4. 2020 MEMORANDUM L 111 n 2 Board Of Appeals To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date July 22, 2020 1 Re: LWRP Coastal Consistency Review for ZBA File Ref ANDREW AND LINDA TOGA #7403 SCTM#1000-51-6-40. ANDREW AND LINDA TOGA #7403 —Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 30, 2020 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling; at 1) less than the code required minimum rear yard setback of 50 feet; located at: 2425 Mill Creek Drive,(Adj.to Arshamomaque Pond—Long Creek) Southold, NY. SCTM No. 1000-51-6-40. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposal is recommended as CONSISTENT with the LWRP provided the following is considered to meet the below listed policies: Policy 6.3 Protect and restore tidal and freshwater wetlands. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. E. Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided.- Require voided:Require that a natural,vegetated buffer be established on the sloped areas in the south and west of the lot, preserving the existing vegetation. Based on the size, location, proposed construction and wetlands that surround the lot on two sides,the structure is located in the best location. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy,Town Attorney ,— K4m COUNTY OF SUFFOLK RECEIVED I- MAR 12020 Zoning Board OfiAppeals OFFICE OF THE COUNTY EXECUTIVE IY ,, Steven Bellone tlSUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Commissioner Economic Development and Planning March 9, 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 inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal He Number Toga,Andrew #7403 Demato, Paul &Kelly #7407 Breezy Shores Community Inc. (Petsky Cottage#10) #7408 Indian Neck IV LLC,C_ - #7410 Indian Neck IV LLC #7411 Very truly yours, Sarah Lansdale Director of Planning 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)853-6191 `14f O RECEIVED FORM NO. 3 FEB 2 p 2020 TOWN OF SOUTHOLD eats BUILDING DEPARTMENT Zoning Board Of App SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 30, 2020 TO: Brett Kehl (Toga) 265 Jasmine Lane Southold, NY 11971 Please take notice that your application dated January 3, 2020: For permit to: demolish the existing dwelling and construct a new single-family dwelling well_ung at: Location of property: 2425 Mill Creek Drive Southold NY County Tax Map No. 1000 - Section 51 Block 6 Lot 40 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 20,899 sq ft lot (18,945.81 upland area) in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring 20,000-39,999 square feet in total size require a minimum rear yard setback of 50 feet The survey notes a rear yard setback of 41.3 feet r Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Depailment. CC: file,Z.B.A. APPLICATION TO IE SOUTHOLD TOWN BOARD' ��PPEALS For Office Use Only Fee: $ Filed By: Date Assigned/Assignment No. Office Notes House No.2425 Street West Mill Creek Drive Hamlet Southold FEB 2, Q 2020 E SCTM 1000 Section 51 Block 6 Lot(s) 40 Lot Size 20,899 s.f. Zone R- 40'oning Board Of f�;ppeals — —-- I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: May 16,2018 BASED ON MAP DATED January 26,2018. Applicant/Owner(s): Andrew and Linda Toga MailingAddress: 16 St.George Glenn Drive, Setauket,NY 11733 Telephone:516-983-6853 Fax#: Email: and rew88000(&gmail.com NOTE: In addition to the above,please complete below if application is signed by applicant'attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents. Name of Representative: Bruce A. Anderson—Suffolk Environmental Consulting, Inc. for Owners Agent's Address: P. O. Box 2003,Bridgehampton,New York, 11932 Telephone: 631-537-5160 Fax#: 631-537-5291 Email: bruce(asuffolkenvironmental.com Please check box to speck who you wish correspondence to be mailed to,from the above names: ❑ Applicant/Owner(s),or [X] Authorized Representative,or ❑ Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED 5-26-18 and DENIED AN APPLICATION DATED 1-30-20 FOR: [X] Building Permit ❑ Certificate of Occupancy ❑Pre-Certificate of Occupancy ❑ Change of Use ❑Permit for As-Built Construction ❑Other: Provision of the Zoning Ordinance Appealed. (Indicate Article, Section,Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article XXIII Section 280-124 Type of Appeal. An Appeal is made for: [X] A Variance to the Zoning Code or Zoning Map. ❑A Variance due to lack of access required by New York Town Law-Section 280-A. ❑ Interpretation of the Town Code,Article Section ❑Reversal or Other A prior appeal [X] has, [] has not been made at any time with respect to this property,UNDER Appeal No. 7219 Year 2018). (Please be sure to research before completing this question or call our office for assistance) - F FCETvsL), Name of Owner: ZBA File# REASONS FOR APPEAL (additional sheets may be used with prep arer's>lsknatur� �DZ� AREA VARIANCE REASONS: I z�n"'� `�`'�' �f peals (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The rebuilding of the dwelling due to the deteriorated foundation requiring replacement and including the 2"d story construction does not further encroach into the technical rear yard(the deeded line at Arshamomoque Pond) than the existing dwelling. (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: The existing dwelling extends into the technical rear yard. (3) The amount of relief requested is not substantial because: There is no further encroachment into the technical rear yard. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The project is outside the jurisdiction of the NYSDEC and no impact on the physical and natural site conditions will occur as a result of the reconstruction of the dwelling including the 2"d story construction. (5) Has the alleged difficulty been self-created? ( )Yes,or(X)No. Are there Covenants and Restrictions concerning this land: [X] No. ❑ Yes (please furnish cony). 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. Check this box( )IFA USE VARL4NCE IS BEING REQUESTED,AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET.• (Please be sure con It your attorney.) Signature of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to b fore me this ZC"T'1 day of ,20 Notary is MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK No.01 IV6053859 Qualified in Suffolk County My Commission Expires 01-22-2.9�9--- Zd2 APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) FEB &L Applicant: Andrew and Linda Toga Date Prepared: February 20,2020 I.For Demolition of Existing Building Areas Please describe areas being removed:N/A. II. New Construction Areas (New Dwelling or New Additions/Extensions): N/A Dimensions of first floor extension: 39.7' x 65' Dimensions of new second floor: 39.5' x65.1' Dimensions of floor above second level:N/A Height(from finished ground to top of ridge): 34' (to top of ridge) Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: N/A III. Proposed Construction Description (Alterations or Structural Changes) (attach extra sheet if necessary)—Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 1 Number of Floors and Changes WITH Alterations 2 IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 2692.12 s. f. (house+deck+covered porch+step+ steps+landings+wood steps+2nd story balcony+cellar entrance+shower) Proposed increase of building coverage: 485 s.f. Square footage of your lot: 20,899 s.f. Percentage of coverage of your lot by building areas 14.54% V.Purpose of New Construction: Residential . 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): Flat to sloping(15%)to wetland boundary 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 FRECENt. FEB S IJ 2020 Zoning Board Oi r', peals QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes [x]No. B. Are there any proposals to change or alter land contours? [x]No [ ]Yes, please explain_ C. 1)Are there areas that contain sand or wetland grasses?Yes(tidal wetlands) 2)Are these areas shown on the map submitted with this application?yes 3)Is the property bulkheaded between the wetlands area and the upland building area? No 4) If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction?Yes Please confinn status of your inquiry or application with the Trustees: Original permit application granted.Awaiting another variance relief prior to further Trustees Action. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?No E. Are there any patios,concrete barriers, bulkheads or fences that exist and are not shown on the survey map that you are submitting?No (Please show area of these structures on a diagram if any exist. Or state"none"on the above line, if applicable.) F. Do you have any construction taking place at this time concerning your premises?No If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: G. Do you or any co-owner also own other land close to this parcel? No If yes, please label the proximity of your lands on your map with this application. H. Please list present use or operations conducted at this parcel: Residential—Single Family with garage enclosed patio,patio paver,cellar entry, outdoor shower (examples: existing: single-family;proposed: same with garage or pool,or other description.) 2 ZIP "lid Authorized Signature and Date 2/05; 1/07 AGRICULTURAL DATA STATEMENT -lob ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD FEB 2.020 WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on-p ppeMwi�l an agricultural district OR within 500 feet of a farm operation located in an agncultural-district: --� All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:,5w 4. 11,rt u1,v%hUyte"64 Cr %. Lvuc. 2. Address of Applicant:ro& 2003 •r�dls�btaw4, 'out _ N4 k k`t 3 2._. 3. Name of Land Owner(if other than Applicant):,4,,&j , u,,LI G/•�dc+.- T Saf- 4. Address of Land Owner:/6.S.Cse G .ei v-e• 5. Description of Proposed Project: Dept ista d.,xW!n •. cAms hrock we.—i -0c-4 '„r► 2 SE... l 6. Location of Property: (roacT and Tax map number)2425' We + kw LC C. ey— 17r, Sou�na wl-- 7. Is the parcel within 500 feet of a farm operation? {v} Yes { } No 8. Is this parcel actively farmed? { } Yes {vrNo 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 10 0 0—S L —C� ^ 3.8 : �nv o��t.e.•1' 1ct�t t.� LLL:• /21 G'a-d�rvt a�J LawL 2. 1pie.ia 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. � 1 Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Andrew and Linda Toga Project Location(describe,and attach a location map): 2425 W.Mill Creek Drive,Southold Brief Description of Proposed Action: Applicant proposes to demolish existing dwelling,construct a new foundation and new 2-story dwelling within the existing footprint(2030.12 s.f.) construct a 336 s.f.wood deck,a 171.33 s.f.covered porch and step,additional steps and landing(83 s.f.),additional wood steps(59.45 s.f.),cellar entrance(55 s.f.),and outdoor shower(21 s.f.). Name of Applicant or Sponsor: Telephone: 516-983-6853 Andrew and Linda Togas E-Mail: andrew88000@gmail.com Address: 16 St.George Glenn Drive City/PO: State: Zip Code: Setauket NY 11733 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES admmistrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Elmay 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 government Agency? NO YES If Yes,list agency(s)name and permit or approval: FE71 21 3. a.Total acreage of the site of the proposed action? 0.5 acres b.Total acreage to be physically disturbed? 0.25 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.5 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial 0 Residential(suburban) ❑Forest ❑ Agriculture ❑✓ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? •/ ____- -❑ Z ❑ RECEIVI b.Consistent with the adopted comprehensive plan? ® ❑ 6. Is the proposed action consistent with the predominant character of the existing bu'I or n turalg NO YES landscape? F �- LUL 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:Mill Creek is a tributary to Pecomc Bay(CEA) '{ 7onincs Bpi;d Of ' 'G a 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES P/1 El b.Are public transportation service(s)available at or near the site of the proposed action? R ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 5/1 ❑ 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: RI ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: P/1 ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? Fv] ❑ 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? ❑ ki b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑✓ Shoreline ❑Forest [I Agricultural/grasslands ❑Early mid-successional RI Wetland ❑Urban V Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Z ❑ 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, E] RI a.Will storm water discharges flow to adjacent properties? ❑✓ NO DYES b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: 15 NO ❑✓YES Dry wells to be installed to accommodate a 2"rainfall event Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoun NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? =CEr�'L---- M If Yes,explain purpose and size: D I f-r"I-d r 1 ^•^^� F r 19.Has the site of the proposed action or an adjoining property been the location 6f an active or closed NO YES solid waste management facility? f rr?dry and C= 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 nn_ Applicant/sponsornam : B"CA_ Ol�lr O eKDate: 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?" No,or Moderate small to large impact impact 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 , - — -No,or Moderate RECEIVED small to large impact impact FLB L' 202'0 may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? Zoning Boa,d Of Appea! ; 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 APPLICANTIOWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME:Andrew Toga (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 or company name.) NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance X FEB Change of Zone Approval fo Plat Zoning i n g i3 Other(activity) _ l Oard Of APt;-e Is ! 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 X Complete the balance of this form and date and sign below where indicated. Name of person employed'by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below)and/or describe the relationship 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 than 5°fu of the shares of the corporate stock W 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 Siibtiiitted't11is �� dayuof" C'- .,2020 Signature: , Print Name: /G Andrew Toga APPLICANTIOWNER 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 Rrovide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME: Linda Toga (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 or company name.) __ {;ECEIVED NATURE OF APPLICATION:(Check all that apply.) �. Tax Grievance �EB �' �� x,„240 Variance X Change of Zone a is Approval fo Plat zoning Of p_,pp..e Other(activity) 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 X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship 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 than 51f6 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 tli .2020 Signyatare Q7a. Print Name:y,ND?j- jy 0, Linda Toga f APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. -3 qo—0 YOUR NAME: Bruce A.Anderson I,�CFIVFD (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.) C', NAME OF APPLICATION•(Check all that apply.) Tax grievance Building 2pillfl�� i30 GCT Variance_ X Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) 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 X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe'in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 20th a ofFebruary,2020 Signatur — �• Print Name Bruce A.Anderson Form TS I Form TS 1 Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM FEIN 0 2820 i A. INSTRUCTIONSi z".,,�, F;oa d 0f P,-Pi—e1Is �-____----._..._..__ 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes" or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,each answer must be explained in detail,listing both supporting and non- supporting facts.. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 051 - 06 - 040 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ❑ ZBA 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicants propose to demolish the existing dwelling, construct a new foundation and new 2-story dwelling within the existing footprint (2030.12 s. f.) construct a 336 s. f. covered porch and step, additional steps and landing (83 s.f.), additional wood steps (59.45 s.f.), cellar entrance (55 s. f.), and outdoor shower (21 s.f.). Applicant to abandon existing cesspool and install a OWTS septic system with 89 I. f. retaining wall 22' from the wetland boundary and install 4 drywells for stormwater control. Location of action: 2425 W.Mill Creek Drive • Southold •New York— Site orkSite acreage: 0.5±acres Present land use: Single Family Residential I Lt eals _G1 of Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Andrew and Linda Toga (b) Mailing address: 16-St. George Glenn Drive • Setauket ■New York ■ 11733 (c) Telephone number: Area Code(516) 983-6853 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III–Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable As indicated within Policy 1, "Development that does not reinforce the traditional land use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold.", this proposal is to construct a new 2 story dwelling within the existing footprint with attached decks and porch will not result in adverse effects to the surrounding environment because the project would feature comprehensive storm water control and a significant upgrade of the septic system. Accordingly, this project is consistent with this policy. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III–Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout thI Town ofESoutliold. See' LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ® Yes E:1No ❑ Not Applicable i FEB C- J 2,01M Subject proposal will not adversely impact the visual quality of the surrounding areajn,that4he-' cif Ai peals proposed activity will be common to existing development in the area. No cbrrent-visoal-resour"ces will be impacted by this project. Therefore, this proposal is consistent with this policy. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal will fully comply with Policy 4 in that the location of the improvement within subject property is to be situated at a substantially higher elevation than an elevation that typically experiences flooding and/or erosion. The chances of any loss of life or structures from implementation of this project are negligible. Therefore, we feel that the proposal is consistent with this policy. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal will comply with Policy 5 in that the redeveloped home will be served by a low nitrogen OWTS septic system and all runoff from impervious surfaces will be directed to drywells in compliance with the Town's stormwater regulations. Construction related erosion impacts will be controlled by placement of a silt fence or hay bales encircling the construction activities. Therefore, the proposal is consistent with this policy. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal will comply with Policy 6 in that proposed activity is designed to meet the environmental guidelines and requirements of the Suffolk County Department of Health Services, the Town of Southold Board of Trustees and the New York State Department of Environmental Conservation, and consequently,will maintain the integrity of the surrounding ecosystem. Therefore, the proposal is consistent with this policy. Attach additional sheets if necessary i Policy 7. Protect and improve air quality in the Town of Southold. See i WRP Section III -Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable RECEIVED Not Applicable. LJ .. Attach additional sheets if necessary "- -- Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation-criteria i RrCEI.•'Ep F-1Yes E:1No ® Not Applicable Not Applicable. M 40, + +g g•oz �; Of Rry,y_�A�l Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary RECEIVED Board of Zoning Appeals Application AUTHORIZATION F�� a �� 0 (Where the Applicant is not the Owner We,Andrew Toga and Linda Toga residing at 16 St. George Glenn Drive, Setauket, NY Aw'do hereby authorize Suffolk Environmental Consulting, Inc. to apply for variance(s) on our behalf from the Southold Zoning Board of Appeals. Andrew Toga CL Linda Toga RECEIVED F EB La 10 x.020 FORM NO.4 TOWN OF SOUTHOLD Zoning Hoard Of/Appeals BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. Certificate Of Occupancy No. . . .? 95.5.E. . . . . . . Date . AuIy. .1. . . . . . . . . . . . . . . . . . . . . .. 19 . .81 THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property 2425 bill Creek Drive SoythQld, , NAw . fpr.% House No. Street Ham/et County Tax Map No. 1000 Section . . .51:. . . . . .Block . .6 . . . . . . . . . . . .Lot . .40. . . . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . �. .��.1Lot No. . . . . . . . . . . . . . conforms substantially t rt�ie- eaetiiottr--fcn itrl�ingO- April 23 �7 CUn h� q'e�it•�5Fupancy �5 . . . . . . . . . . . . . . . . . . . . . . 1 , pursuant tow c dated July i . 19 8�. ,was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . . . . . . . . . .Prlyate, One ,Family„Dwellkrjp. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . . . . F e.t Q p, AQ Q, , &, W f.. , . , . , (cwner.1r,&�sr tenant__ of the aforesaid building. Suffolk County Department of Health Approval . . . . .N/R, , , , , , , , , , , , , , , , , , , , , , , , , , , . UNDERWRITERS CERTIFICATE NO. . . . . .ll/R. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector Rev.1181 i FORM NO. 4 TOToffN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspectorrzib'�D Town Hall Southold, N.Y. 9 V} FEB Z02-0 CERTIFICATE OF OCCUPANCY Zoning Board Of A',pedis No Z-20901 Date JULY 28, 1992 THIS CERTIFIES that the building ADDITION & RENOVATION Location of Property 2425 MILL CREEK DRIVE WEST SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 51 Block 6 Lot 40 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 30, 1991 pursuant to which Building Permit No. 20258-Z dated NOVEMBER 5, 1991 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & RENOVATION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to AL & MURIEL SCHWARTZ (owner) of the aforesaid building, SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. PENDING - JULY 16, 1992 PLUMBERS CERTIFICATION DATED N/A Building Inspector Rev. 1/81 "s y BOARD MEMBERS *OF SOU Southold Town Hall Leslie Kanes Weisman;Chairperson �oy� TyOIO ��3095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora #t �-CEI�'ED Office Location: Eric Dantes H ae Town Annex/First Floor, Robert Lehnert,Jr. • ��r 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoO� , EB L! 0 ZRO �CO(1�1�� Southold,NY 11971 7„n i,n r3o�rd Of AiDpea!s http://southoldto�y.gov ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD Q (' Tel.(631)765-1809•Fax(631)765-9064 DEC 2 4 2016 FINDINGS,DELIBERATIONS AND DETERMINATION ' �. " MEETING OF DECEMBER 20,2018 SO hold Town Clerk ZBA FILE: 7219 NAME OF APPLICANT: Andrew and Linda Toga PROPERTY LOCATION: 2425 Mill Creek Drive, Southold SCTM No. 1000-51-6-40 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 23, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was refetred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 26, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as'well as the records available, it is the Coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The Coordinator further recommended that this Board verify that the relocated outdoor shower be connected to a drywell. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 25,307 sq. ft. parcel having 100 feet frontage along the southeast side of Mill Creek Drive West, Arshamomaque, Southold, and is improved with a one and one half story frame house with garage. The property measures 212 feet south of Mill Creek Drive West to Arshamomaque Pond,then runs westerly 117.44 feet,then runs 185.55 feet north to Mill Creek Drive West, and back 100 feet along Mill Creek Drive West all as shown on survey prepared by Lisa McQuilkin, L.S., last revised July 17, 2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 16, 2018, Amended August 1, 2018,Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1) located less than the code required minimum rear yard setback of 50 feet; at: 2425 Mill Creek Drive, (Adj. to Arshamomaque Pond) Southold,NY. SCTM#1000-51-6-40. RELIEF REQUESTED: The applicants request a variance to complete additions and alterations to their residence by removing the existing sunroom and outdoor shower, expanding the size of the garage, and adding a second floor. The existing residence currently measures 38.9 feet from the rear yard property line at its closest point, and F_CEIVED 1 Page 2, December 20, 2018 #7219, Toga SCTM No. 1000-51-6-40 mooning 5oa a 0 the applicants wish to construct a second story addition that will measure 41 feet from the rear property line where no less 50 feet is required; therefore,variance relief is sought for the rear yard setback. ADDITIONAL INFORMATION: The owner's representative gave testimony as to the nature of the variance request and stated that the proposed renovations would be built with the addition of an advanced septic system that is currently in the SCDHS Board of Review for approval. The representative also acknowledged that if the existing residence was demolished for any reason at all, they would have to return to this board for further review. As a comparable, the applicants' representative submitted a prior variance granted for a neighboring property to legalize an as built deck addition measuring less than 50 feet from the rear property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 6,2018 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 proposed additions and alterations will be either landward of the existing residence, or within the current building footprint. Furthermore, the second floor addition does not further encroach into the rear yard than the existing dwelling. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing footprint of the residence is being used for the proposed construction, which would need an rear yard setback variance to proceed. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 20,5% relief from the code. However, due to the existence of the current residence,the proposed additions and alterations are not going to change the current setback, 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the recommendations of the LWRP, as noted on their November 26, 2018 Memorandum. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the proposed additions and alterations for a second floor and an expanded garage 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 Lehnert, seconded by Member,and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by Lisa McQuilkin, Land Surveyor, last revised July 17, 2018, and plans prepared by Robert 0. Barratt, L.P.E. of Kehl Design Associates dated May 18, 2018. :-- Page 3, December 20, 2018 RECEIVFD #7219, Toga 9 SCTM No. 1000-51-6-40 Lzont-mg ES U �� ME l ¢ ��, ,-G1 card 0..�. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Building Department to verify that the outdoor shower is connected to a drywell as per recommendations of the LWRP Coordinator. 2. The applicant shall install an alternative waste water treatment system as approved by the Suffolk County Department of Health. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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. Vote of the Board; Ayes: Members Dantes(Vice Chair), Acampora, Planamento and Lehnert. This Resolution was duly adopted(4-0). (Chairperson Weisman absent) Eric L. Dantes, Vice Chair Approved for filing �-/ 2-� /2018 s s �r 1 1 Y - vt o l tw r Photo indicating the current conditions within subject property (seaward side). Photograph taken from across Arshamomaque Pond (Long Creek), facing north. TOGA Property Situate: 2425 Mill Creek Drive■ Southold■New York SCTM#: 1000—051—06—040 (Photo taken on February 8, 2018) T.,A" r: _ f ;N R z s. "F c Photo indicating the current conditions within subject property (seaward side), including the flagged wetlands boundary (circle). Photograph taken from across Arshamomaque Pond (Long Creek), facing north. + \ � .rr illtt.• •�. ` 1�4 '► . 1 r ti:r,R f;now 4w`7 �: ! - (, .�,:%•' rye/. / r g VT • �`� ''•. .,sem, . +* �:, y j1 Photo indicating the current conditions within subject property (landward side). Photograph taken from the existing driveway;facing south. TOGA Property Situate: 2425 Mill Creek Drive■ Southold■New York SCTM#: 1000—051—06—040 (Photo taken on February 8,2018) Y t 1 A 4 f Y z I Photo indicating the current conditions within subject property (western side). Photograph taken from the westerly side of the property, facing southeast, towards Arshamomaque Pond (Long Creek). Propert per. U yi Situate: 2425 Mill Creek Drive■ Southold ■New York rPr SCTM #: 1000—051—06—040 (Photo taken on February 8, 2018) Ir LW t , 1'`�� �■'" ':;yam : Y*tfl T-C4 ,�a, a�. n~ t` M'� a.,,,` } i .7 A i y q . v, . a s m. a I: laky .r 9K1- 1 v w Photo indicating the flagged wetlands boundary (circle). Photo taken from along the shoreline of Arshamomaque Pond (Long Creek). rTy%I/ o- p Propert , _ f Situate: 2425 Mill Creek Drive Southold New York t"`�• SCTM#: 1000—051—06—040 (Photo taken on February 8, 2018) e; � C p' its 'r tet, r 4 q Rr?J 4. 2-4 - r � r T" � e.1, � � � � ,�''• f+ ' v iSY f�.'d`� `ti.i z`�+. * j .;� 9�y�.s',,, / ,s'1 -.• .. iP x' y v W Photo indicating the flagged wetlands boundary along the shoreline of subject property. Photo taken from the shoreline of Arshamomaque Pond (Long Creek). Property - Situate: 2425 Mill Creek Drive■Southold■New York = ` .. SCTM#: 1000—051—06—040 (Photo taken on February 8, 2018) �,, �, Y w ANNE t r a, r s ' h m. i 4' i'- Sew h ff i f f' yam+ -_y�°✓ $.f`1't��Li @`.i'-t T `q ,/.� *�.ffi y - w E a k a t x Photo indicating the flagged wetlands boundary along the shoreline of subject property. Photo taken from the shoreline of Arshamomaque Pond (Long Creek). TOWN OF SOUTHIOLD PROPERTY RECORD CAR® Wit�LER� �U M o_ STREET Z L VILLAGE DIST. SUB. LOT }YJI l V bvid l C.b #0 r5 �� r�` i; ( l' li __l ./ �:/r S_ " • ER OW/NERMLtlel Sfc� �z N/ / E , / ACR. pertr,,k� /ree-fy- W� S W 7 TYPE OF BUILDING �. /X /dW I SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS v G1 oZ U 02/ 5 A Xl �,G l oC- 7 -T ` 6 Fe /VP 71,,71,-1 5,4 —' 9e .Z 4 S Al u —ii on f �1 oo -L /2 D 9,o U U3 h mJO fz. c _ �S lYl�/ f{ooSr�c --- 1U, i LJ AGE BUILDING CONDITION EW NORMAL BELOW ABOVE \RM Acre Value Per Value i Acre !able _ FRONTAGE ON WATER )odland FRONTAGE ON ROAD �. adowland DEPTH 2- BULKHEAD BULKHEAD yve) DOCK 1 MR ro smorm ININIMININIM N 4 ■■ ■■■a ■ ■■■■■■■■MINE 0. wMENE ENO ■■ ■■■■iCcLi �■■■■�■■■N■ • , - . . . -.... . , ; y ;:. ■■■■�lii%■■iii■■ ■ ■■ ■■■IVA " ■■■1!!MEN Mi'©I ■■ ■■I .. ■� ■■ ■■■■■■■ ■■■■ ■ . ■■■�■■■■■■■■�■■■■ ■ �Ext. Walls Interior Finish lFire Place ' I /r mvl � • : ••dfM p - • BOARD MEMBERS ��0g SOUryoSouthold Town Hall �O �� 53095 Main Road • P.O.Box 1179 Leslie Kanes Weisman,Chairperson . Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ^a 54375 Main Road(at Youngs Avenue) Nicholas Planamento COW, Southold,NY 11971 -73 http://southoldtownny.gov fiECL=lVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD FES 0 ?020 January 29, 2020 Tel.(631)765-1809•Fax(631)765-9064 Bruce Anderson Zoning Qoa f� Of a;�,, -��; I) -- Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton,NY 11932 Re: G�nimusReq,ue�tDen�ie,,, Sile#7219 425 Mill Crouthold M No. 1000-51-6-40 Dear Mr.Anderson; We are in receipt of your correspondence dated January 9, 2020 requesting a de minimus approval for a full demolition of the above referenced single family dwelling,together with the existing foundation. In your letter you explain that after receiving a variance in December of 2018, for alterations and additions to the dwelling, water damage had occurred during the fall of 2019,after the house was drained of water and heat was shut off. You further explain that water had seeped through the concrete block foundation causing mold problems and structural deterioration, all of which would require the replacement of the foundation and demolition of the dwelling. We reviewed your letter and the Zoning Board of Appeals determinations No. 7219, dated December 20,2018. The applicant was granted relief for less than the code required rear yard setback for additions and alteration to an existing single family dwelling and expansion of the attached frame garage. Accordingly,no demolition of the entire structure was proposed or anticipated. Moreover, a demolition and rebuild of an entire structure is not considered an alteration. It is the Building Department's assessment that once a structure is demolished,the corresponding certificate of occupancy will be extinguished and a notice of disapproval may issue if area variances are required to rebuild. This decision is consistent with other determinations we have issued to applicants having identical circumstances, and,therefore,we concur with the Building Department's decision. As a result,the proposed change is not de minimus in nature. Should you wish to pursue the rebuilding of a single family dwelling and attached garage,you will need variance relief with a new application and a public hearing. Please contact our office for any additional questions or concerns. Si s ie Kane Weisma Chairperson cc: Michael Verity,Building Department Suffolk r:nvironmental Consulting, -,.e. Newman Village Suite E • 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537:5160 f 631.537.5291 RECEIVED Bruce Anderson,M.S.,President HAND DELIVERED JAN 0 J 7-024 rJta� 2020 Town Zoning Board of Appeals ---� Southold g pp ��REECEWED t P. O. Box 2003 Southold, NY 11932 FEB L i., 2020 Re. Toga (ZBA Decision#7219) Situate: 2425 Mill Creek Drive,Southold LO)";;ny Board Of 4,n Peat SUM# 1000-51-6-40 Dear Members of the Board, On December 24, 2018,Andrew and Linda Toga obtained a zoning variance from your Board authorizing the construction of various additions and alterations to their residence including the removal or demolition of the sunroom and outdoor shower, expanding the size of the garage and adding a second floor.The variance provided for a 38.9-foot rear yard setback where 50-feet is required. The project has been the subject to other permit approvals including the Suffolk County Department of Health Services. Last fall, in anticipation of the construction start,the water was drained from all lines, and the heat shut off in the house. In the course of 3 to 4 months,water seeped through the concrete block foundation causing a mold problem and structural deterioration of the block foundation. Accordingly,the foundation must be replaced,and in order to do so,the dwelling must be demolished. Attached herewith please find correspondence from Robert Barrett, P.E. dated December 24, 2019 recommending the demolition of the residence and construction of a new foundation. Request is hereby made for a de minimis approval of the project recognizing the demolition of the entire structure now required as a result of the deteriorated foundation.The footprint as approved by your board would remain unchanged. Thank you for your understanding and consideration of this de minimis request. ours truly, Bruce A.Anderson Cc. A.Toga Robert Barratt PE. 4295 Vanston, Road Cutchogue, NY 11935 12-24-19 To: Southold Town Building Department, Zoning Board and Trustee's Ref: Foundation Inspection RECEIVED Location: Toga Residence 2425 Mill Creek Drive West FEB ISr'?� Southold;NY,11971 Building Permit# 43318 SCTM# 1000 51-06-40 o Whom It May Concern: `- On December 23rd, 2019 Andrew Toga requested me to do an inspection of the basement in his residence located at the address above. During the inspection, moisture and-the development of mold on the interior of the basement walls was noted. This is due to the failure of the exterior waterproofing over the years and was not noticed while the house was occupied and heated. The moisture in the block'foundation has caused irreversible damage to the structural integrity of the foundation as the mortar joints are developing cracks from the moisture and the cold. It is my belief that building on this foundation would not be a good engineering practice. Therefore, I am recommending that the foundation at the Toga residence be demolished and a new foundation installed prior to commencing construction. �P�E OF NEVy rO Sincerely �� O. 13gR Robert Barratt PE. !"ESSIONP� Fuentes, Kim From: Fuentes, Kim Sent: Friday, June 05, 2020-8:55 AM To: 'Bruce Anderson' Cc: Sakarellos, Elizabeth; Westermann, Donna Subject: ZBA Toga Hi,-Bruce, i Many town departments, including ours, are operating on 50% staff, but we hope to fully open, soon. As you are aware, the current health emergency prevents us from conducing in- person public hearings, however, the town is considering digital formats to conduct virtual hearings. Once a procedure is in place, the ZBA can begin scheduling our hearings. Kim E. Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold, NY 11971 631-765=1809, Ex. 5011 E-mail:kimf@southoldtownny.gov Mail to:P.O. Box 1179, Southold, NY 11971 From: Bruce Anderson [ma iIto:Bruce(&suffolkenvironmenta l.com] Sent: Wednesday, June 03, 2020 3:05 PM To: Duffy, Bill Cc: Fuentes, Kim; 'Brett Kehl' Subject: Toga Bill, As you might recall, in early February, we filed an application with ZBA as our request for diminimus amendment was denied by ZBA. You had indicated that the re-hearing would be preferentially scheduled. Please let me know when you expect our re-appeal can be heard. Thanks. Bruce Anderson ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Fuentes, Kim From: Bruce Anderson <brute@suffolkenvironmental.com> Sent: Wednesday, August 05, 2020 9:42 AM To: Fuentes, Kim Cc: Sakarellos, Elizabeth; Westermann, Donna; andrew88000 @gmail.com; 'Brett Kehl' Subject: RE: Below find Instructions for the August 6, 2020 Zoom Webinar Meeting - 10:00 AM Kim, I expect A.Toga and B. Kehl will be participating in the hearing. Bruce From: Fuentes, Kim <kimf@southoldtownny.gov> Sent:Tuesday, August 4, 2020 12:28 PM To: Fuentes, Kim <kimf@southoldtownny.gov> Cc:Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; Westermann, Donna <donnaw@southoldtownny.gov> Subject: Below find Instructions for the August 6, 2020 Zoom Webinar Meeting- 10:00 AM Please contact this office at 631-765-1809 if you have any concerns or questions regarding your ZBA public hearing of Regular Meeting of August 6, 2020. i Kim E Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold, NY 11971 631-765-1809, Ex. 5011 E-mail:kimf@southoldtownnv.gov Mail to:P.O. Box 1179,Southold, NY 11971 From: Fuentes, Kim Sent: Thursday, July 30, 2020 11:53 AM To: Fuentes, Kim Cc: Sakarellos, Elizabeth; Westermann, Donna ,Subject: Below find Instructions for the August 6, 2020 Zoom Webinar Meeting - 10:00 AM 1 Suffolk Environmental Consulting, Ine". Newman Village 9 Suite E - 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED February 20,2020 RECEN`- Southold Board of Zoning Appeals FEB 2 ® 'c02-0 Southold Town Building Department P.O. Box 1179 Zoning Board Of Appeals Southold, NY, 11971 Re: TOGA Property Situate: 2425 Mill Creek Drive,Southold, NY SCTM#: 1000—51-6—40 Dear Members of the Board, Application is hereby made for zoning variance pursuant to a Notice of Disapproval issued by the Southold Town Building Department last dated May 16, 2018.Application contents are as follows: 1. Notice of Disapproval last dated February 20, 2020 issued by the Southold Town Building Department; 2. Application to the Southold Town Board of Appeals dated February 20, 2020; 3. Applicant's Project Description dated February 20, 2020; 4. Questionnaire for Filing with your Z. B.A.Application dated February 20, 2020; 5. Certificates of Occupancy No.Z-10556 dated July 1, 1981, No.Z-20901 dated July 28, 1992; 6. Agricultural Data Statement prepared by this office dated February 20, 2020; 7. Short Environmental Assessment Form prepared by this office on February 20, 2020; 8. Authorization executed by the property owners,Andrew and Linda Toga; 9. Applicant Transactional Disclosure Form executed by the owners of the property on February 12, 2020; 10. Applicant/Agent/Representative Transactional Disclosure Form executed by me on February 20, 2020; 11. LWRP Consistency Assessment Form prepared by this office on February 20, 2020; RLCEIVED FEB 2 J 2020 12. Photographs of subject property prepared by this office on Februar 8, 2018; �� �o�rG Of ii�n� l; 13. Property Assessment Card obtained from the Southold Town Assessor OffLce, 14. Survey prepared by Lisa McQuilken, last dated July 17, 2018; 15. Building Plans stamped by Robert Barratt, P. E. dated February 19, 2020; and 16. Check made payable to the Town of Southold in full satisfaction of the required application fee. By way of this correspondence, I request that you commence the processing of this application and schedule a public hearing for presentation and determination.Thank you in advance for your anticipated cooperation. 8ourstruly ours A.Anderson Cc.A.Toga BUILDIH?G DEPARTMENT TOl•IHJ OF SOUTHOLD, N. Y. HOUSING CODE IHJSPECTIOIQ REPORT H?`CLB�'E� Location 2425 Mill Creek Drive Southold, New York number & street Municipality FEB � � -0-0 Subdivision Map No. Lot(s) Name of Owner(s) Peter Neu and Betty Zoniilg Board of A'0 IS Occupancy R-1 type owner-tenarit Admitted by: . Mr. Schwartz Accompanied by: Mr. Schwartz Key available Suffolk Co. Tax No.-51-6-40 Source of request Muriel Schwartz Date June 26, 1981 DWELLING: Type of construction wood /stories one Foundation Cement Block Cellar Full Crawl space Total rooms, lst. Fl 4 2nd. F1 3rd. F1 Bathroum(s) 1 Toilet rooms) Porch, type Deck, type Patio, typeAn,rk Breezeway Garage one Car Utility room Type Heat Oil Fired Warm Air x Hotwater Fireplace(s) 1 No. Exits 3 Airconditioning Domestic hotwat0r jaa Type heater Electric Other ACCESSORY STRUCTURES: NONE Garage, type const. Storage, type const. Swimming pool Guest, type const. Other VIOLATIONS: Housing Code, Chapter 52 Location Description Art. Sec. Bedroom Hole in sheetrock wall III 2-32- 2-2 7. 2 Garage Small Garage door b Remarks: Inspected by: o"'A' GL/ '7 +,�_ Date of Insp. July 1 , 1981 Curtis W. Morton Time start 9:00 end 9:30 o�®g11Ff0�,�c� ELIZABETH A.NEVIELLE,MMC �Z• r/y Town Hall, 53095 Main Road TOWN CLERK ® P.O.Box 1179 CO2 Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p • Fax(631)765-6145 MARRIAGE OFFICER 'y� ®`' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER 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: February 25, 2020 RE: Zoning Appeal No. 7403 Transmitted herewith is Zoning Appeals No. 7403 for Andrew & Linda Toga: _ZThe Application to the Southold Town Zoning Board of Appeals Applicant's Project Description Questionnaire Agricultural Data Statement _Short Environmental Assessment Form ✓ Applicant/Owner Transactional Disclosure Form(s) —Z:Agent/Representative Transactional Disclosure Form(s) _ZLWRP Consistency Assessment Form __,,!�Notice(s) of Disapproval Board of Zoning Appeals Application Authorization Certificate(s) of Occupancy Findings, Deliberations and Determination Meeting(s) Action of the Board of Appeals Photos ,,,-'Correspondence- iJL!!t z o tom.;-�-v 1-o war. A-v�d e-r 5�'^ �rbn^- L-63�'. Z/2 -Z CZ I-c.4- Copy of Deed(s) W Prow «..r� -J.✓�ar� Building Permit(s) _Property Record Card(s) ,i Survey/Site Plan Maps- ,/Drawings ,,-Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.) Misc. Paperwork- r own of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/25/20 Receipt#: 267584 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7403 $500.00 Total Paid: $500.00 Notes: Payment Type Amount Paid By CK#570 $500.00 Toga, Andrew& Linda Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Toga, Andrew& Linda 16 St Geroge Gln Drive, Setauket, NY 11733 Clerk ID: JENNIFER Internal ID:7403 V .r { ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE: February 24, 2020 ZBA # NAME OF APPLICANT CHECK # AMOUNT TC DATE STAMP 7403 Toga, Andrew & Linda 570 $500.00 RECEIVED F E B 2 4 2020 uth.-Old Town C! TOTAL $500.00 Sent via Inter-Office to Town Clerk by: DW Thank you. - MIA( -16 SAINT GEORG R, - �EASTSEl'AUKET,NY�11733=• - --' 2a—�t :PAY.. TO THE ORMWOF- 15 y x,4$5 _Bank Of_America. ` ;"'• ; FOR _ TOWN-011 S IITUOLD ,LOT Nky—tyta INN 130ARD OF APPEALS -Ap�pcad o. � , f,IPP SOUTHO LD,NE,W Y(�)Eii� Al§EIDA AFIT OF In the Fatter of the Application O-1`t MM- LLINGS Andrew&Linda Toga (Name of Applicant/Owner) 2425 Mill Creek Drive • Southold, NY• 11971 SCTM lea. 1000-051 – 06 - 40 (Address of Property) (Section,dock &Lot) COUNTY OF SUFFOLK SPATE OF NEW YORK 1, ( )Owner, ( X) Agent Robert W. Anderson Suffolk Environmental Consulting, Inc. rt.�;iding at P.O. Box 2003 • Bridgehampton, NY• 11932 New York, being duly swom, deposes and says that: On the 16"' day of July .2020, I persoitally fnaated at the U ittd States Posi Ofttce'illBrid eg hampton q New 'York, by OEIMFIED MALL, RETURN RECEIPT REQUESTED, to true copy of the attached Lcpgel Notice in Prepaid envelopes addressed to current j)roperty owri.ers shown on the current assessotent volt Vc;rified from the official records an file with die( )Assessors. or( ) Couiq Ileal Properly Office, for wrerj property which-abtas and is across a public or private street,or vehicular right-or-way of record,stirrounding the applicant's P091101, , ( 1 [�apUrL' - t144(jr9Y to btfcarca L' L1uS �ATN;k, of vv ;?bZo MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK No.01 IV6053859 _ Ou�llfl®din Suffolk County � otary Public) My Co sslon Expires 01-22 2023 PLEASE list riu the h.tck of this Atfichivit or on a sheet of psap� , the tot nutillim ncxl to ibe ownw names Laid addresses,fur-%,hick notice, wvere n ailed. All origitud USPS receipts and mailing confirmations to be submitted to the Z13A Office along Willi this form completed. signed and notarized. Armstrong Madeline R Attn: Aileen Murck 5431 41St PI NW qd3 Washington, D.C. 20015 SCTM#: 1000—051 —06—04 Czartosieki Christopher and Amanda 2250 Mill Creek Drive Southold,NY 11971 SCTM#: 1000—051 —06—05 David & Marilyn Fuhrmann P.O. Box 421 Norwood,NJ 07648 SCTM#: 1000-51-6-39 Voyager Land L.L.C. c/o Sparkling Point L.L.C. 998C Old Country Road#158 Plainview,NY 11803 SCTM#: 1000—51 —06—3.8 Town of Southold P.O. Box 1179 Southold,NY 11971 SCTM#: 1000-52-6-1 ature ■ Complete items 1,2,and 3. _ ❑Agent I ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. ' ? ed Name N C.,Date-of Delivery ■ Attach this card to the back of the mailpiece, B. Received b�^ ✓ L on the front if space permits. D. Is deliv ry address different from item 17 1. Article Addressed to: If YES,enter�dliUery,Qdies`�� v✓: ❑No ` 'D�►:a � /'��ly� �ui�rwd�v►n j tLL�, L wood 115 o�sa8 or 3. Service Type [I Priority Mall Express® ❑Adult Signature ❑Registered MadTM II IIIIII IIII IIII IIIIII I IIIIII II II IIIIII I II SII ❑Adult Signature Restricted Delivery ❑Registered Mad Restricted W Certified MadB Delivery J ❑Certified Mad Restricted Delivery ❑Return Receipt for 1 9590 9402 5339 9154 2944 04 Merchandise ❑Collect on Delivery ❑Signature Merchandise r, mationT"r I ❑Collect on Delivery Restricted Delivery DlSignature Confirmation 2. Article Number(transfer from service label) :— a.. +Mad= ;I i 'Restricted Delivery --t-e`- Mail Restricted Delivery' I 7 019 2 2 8 DOD 1 6 9 5 2 2783 -00) Domestic Return Receipt PS Form 3811,July 2015 PSN 7530-02-000-9053 Po • ■ CERTIFII M 'i .. . .. fifidY CD � N IN , rL "LTH :�' ru u7 Certified Mall Fee u7 Certified Mail Fee $2, cc �! � �` 171932 Er $ `S 0932 $ t •-� ` -+ 11 Extra Services&Fees(ch cfd�ox,a feea�1tppf•�t•�ate) Extra Services '� s(c eckboz,edd lee RV's r�Y� ) -', ❑Return Receipt(hanlco lti $ m i ❑Retum Recei V cF ' Jj dst t f A $ ❑ Return Receipt(ela F� $ 7TJark O El Return Mtrictonlc� $00 Postmark D r O ❑Certified M R�Wcted D v $ y �i, Heie O ❑Certified Mall Restrict Iva $ j Bre E:3 El Adult Signat re Requlred $� r3 []Adult Signature Requl ❑ very CV Adult Signat a Restricted Delivery$ ❑Adult Signature Resta ell I } M J O rS.n c V J' Postage CO `U. 13 ru I. ,r' I ti $ / 07//16/2020 rU e and 07/16/2020 I � Total Postage and$7s.1- Er 7.i_ ptniNO r-91 �� ~ A, ZarSoSiEk - Q senrroVie --�l-------~r- -- —Vl!►Ir1M¢Y►V1-------- o.,or PO tox IVo. 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Article Number(Transfer from service label)' t , ; : I❑Signature Confirmation PS F lMail Restricted Delivery Restricted Delivery ! i 7019 2280 0001 6952 2769 1001 I PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt o u ,- • • o • ■ Complete items 1,2,and 3. A. Sign e ❑Agent o ■ Print your name and address on the reverse �( g so that we can return the card to you. ❑Addressee o M Attach this card to the back of the mailpiece, B• Reei ed b ted Name) C. Date of Delivery or on the front if space permits. © 1. Article Addressed to: D. Is delivery addresE clic tg moi. ❑Yes .�. n O S6.41,.1ck If YES,-enter delivsr ss e10 ❑No f �. fox 1Il5 c A_ i7�.�� lICOI "r .-•r II IIIIII IIII I!I IIIIII I Illlli I III III II III III 3. 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Is delivery address different from item 19 ❑Yes v `, •� / _�A L•1 •C' If YES,enter delivery address below: ❑No a, ?NCA*I SOB Ps (t go 3. Service Type ❑PriorityMad Ekpress0 II I IIIIII IIII III I IIIIII I IIIIII I I III II I III I I III ❑Adult Signature ❑Registered Mail I � ❑Adult Signature Restricted Delivery ❑Resistered Mad Restricted M Carl Pied Madry ® Delive 9590 9402 5339 9154 2943 74 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation"' 2. Article Number(Transfer from servrnee label), , ; , ❑S nature Confirmation t —,. r s ;'-^.:^ Mail'; " Restncted Delivery 'Restricted Delivery 701'9` 2 2 8 0° 00b!" 6 9 5'2�`2 7.5 E o,fl ;i p Domestic Return Receipt PS Form 3811,July 2015 PSN 7530-02-000-9053 T()_VNfN OPTSOUTHOU) 4"AID-3 40PAHM', BOARD OF APPEALS lef__ ' — SOUTHOLD,NEW YORK ru T? AuIDAVIT OF In the Matter of the Application ofi Andrew& Linda Toga.,_ SUM No- 1000. 051 –06–040 (Nfume of Applicants,) Block&Lot) COUNITY OF SUFFOLK STNIT Or NE-W YORK 11 Robert W.Anderson —'residing at P.O. Box 2003 - Bridgqhampton'NY 11932 .__ New York, being duly'sworn,deposc, and§kv that. on 1he. 22nd dayof July 2,020, 1 personally placed the Town's official Poster oil sul5ject property locateci at, 2425 Mill Creek Dr. - Southold,NY - 11971 indicating the date,of hearing and nature oj';qppljcaLion nowd thercrin,s" artily tipon *41ject pro-ricrv, located ten(10) fctt or clowr from die stfect or ((Wivoway enti-ance)(icing,the stmot 0r racing eticb street or right-ol-way untrance,* and that, I hereby confinn that die.Poswr has reinaffied in jilace, ror ssoven (7) days pa-or to the dntc oftho subject li.e"ri�ng Jatc' (icaan ingN ilhmwn lo, bo August 6!2020 (C 101crmkg it Signature) this 3 Oth 20 S%vom if,bokw'Ac i's Diky Of JUIY 20 MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK 49", Public) No OlIV6053859 Qualified in Suffolk County 4 never the entrance or dri%v%v%y efivanee of 1) 2021 TYPESET- Wed Jul 15 15 06 31 EDT 2020 yard setback of 35 feet; located at: 355 sated at: 3123 Skunk Lane, Cutchogue, LEGAL NOTICE Riley Avenue,Mattituck,NY.SCTM No. NY.SCTM No.1000-97-9-10.4. SOUTHOLD TOWN ZONING BOARD 1000-143-4-19. 1:20 PAL-GERALD MILITO#7405- OFAPPEALS 10:50 A.M. - WENDY DAVIS#7397- Request for a Variance from ArticleXXIII, THURSDAY, AUGUST 6, 2020 at 10:00 Request for a Variance from ArticleXXIII, Section 280-124 and the'Building Inspec- AM Section 280-124 and the Building Inspec- tot's January 22, 2020'Notice of Disap- PUBLIC HEARINGS tor's January Z7, Z020 Notice of Disap- proval based on an application for a permit This PUBLIC HEARING will be held proval based on anapplication for a permit to construct additions and alterations to an virtually via the Zoom online platform. to construct additions and alterations to an existing,dwelling;at 1)less than the code Pursuant to Executive Order 202.1 of New existing single family dwelling; at 1) lo- required"nHriimum side yard setback of 10 York Governor Andrew Cuomo in-person sated less than the code required minimum feet; located at: 550 West Road, Cut. access by the public will not be permitted. front yard setback of 40 feet;located at: drogue,NY.SCTM No.1000110-5-41. The public will have access to view,listen 200 Pierce Street,Cutchogue,NY.SCTM 1:30 Ek,-SEAN.MAGNUSON FOR and make comment during the meeting as No.1000-136-1-35.1. HNF RESORTS, INC. ,(EASTERN L.L it is happening via Zoom. Details about 11:00 AAL.-MIKE AND MARY BETH KAMPGROUND)17384SE-'Requestfora, how to tune in and make comments during PETSKY(BREEZY SHORES COTTAGE Special Exception,pursuant to Town Code the meeting are on the Town's website #10)#7408-Request for a Variance from Article VIII,Section 280-35B(5)and Town' agenda for this meeting which may be Article XXIII, Section 280-123 and the Code-Article I!Sectio_n,253-I,the applicant viewed athttp://www.southoldtownny.gov/ 'Building Inspector's January 2,2020 No, is-requesting;permission to alter the exist- agendacenter.Additionally,there will be a tice of Disapproval based on an application Ing Tourist,and Trailer Campground by link to the Webinar zoom meeting athttp:/ for a permit to construct additions and removing twenty(20) tent sites and con- /www.southoldtownny.gov/Catendar asp)t. alterations to an existing seasonal cottage; s1 a dtidg twenty(20)seasonal cabin's,as If you do not have access to a computer at 1)a uon-conforming�building containing well as variances for twenty (20)'cabins, 'or smartphone,there is an option to listen w non-conforming use shall not be en- measuring 504 6q,.&where the code only' in via telephone. You may Join by Tele= larged,reconstructed,structurally altered allows cabins,tp measure a maximum of, phone: 646-558-8656, Webinar ID: 930 or moved,unless such building is changed 450,94:ft.in Size;,lucated,'at::64500-County 9041, 0409, Password: 296296. Call the 10 a conforming use;at:65490 Route 25, Road 48;GreenportSCTM#1000-4041. ZBA office at 631-765-1809 for help. (Breezy Shores Cottage#10,Adj'to Shelter 1:40; J?Af. '1925 GRANDVIEW'INC., 10:00,A.M.-LAURA FLAVIN#7391- Island Sound) Greenport, NY. PATRICK TREANOR, ,PRESIDENT Request for Variances from Article'VHI, SCTM#1000-53-5-12.6. #7390-Request-for a'Variance from Arti- Section 280-39 and the Building Inspec- 11:10 A.M.-JOSEPH DEVITO#7401- cle III, Section 280=13,and the'Building tor's December 4, 2020 Notice of Disap- Request for a Variance from Article.III, fnspecfor's fanuary•6,2020 Notice of Dis- proval based on an application for a permir Section 280.15 and the Building faspec- approval basedAw.fm.applicatiolt for a per-. to construct additions and alterations to,an tot's January 8, 2020 Notice of Disap- ni to legalize"as-bullt'7additions,and a6 existing single family dwelling; at,1)lo- proval based on an application for a permit terations to an existing, Single family sated less than the code required minimum- to construct an accessory shed; at 1) lo- dwellibg;,at I)-more than the code permit- front'yard.setback of 50 feet;2)located less sated in other than the code required,rear teAlnaidnurn two and one-half(3-1/2)sto-, Alan the code required minimum side yard' 'yard; located at: 100 Lighthouse Lane, ties; located af:,1925 d"attdview DuNe, - Setback of 15 feet;located at-50705 Main Southold,NY.SCTM No.1000-70-6.27. Orient,NY.,SC-TM.No,1000-14-2-3.21. Road, Southold, NY. SCTM No. 11:20 A.M. -ANDREW AND LINDA 1:50' Pm -.;DONNAM. WEXLER, 1000-70-1-7.1. TOGA #7403 - Request for a Variance DONNA 'M;,WEXL'ER REVOCABLE 10:10 A.M. - GEORGE AND LYNN' from Article XXIII,Section 280-124 and TRUST' AND RODNEY T. QUARTZ' KRUG#7392-Request for Variances from the Building Inspector's January 30,2020 97363'-R'equestfor.Variances from Article Article XXIII, Section 280-124 and the Notice of Disapproval based on an applica- ly,Section280-18 and the Building Inspec- Building Inspector's December 16, 20f9 tion for a permit to demolish an existing lbr's September 30,22019•Notice,of Dis- Notice of Disapproval based on an applica- dwelling and construct a new single family approval based ail att application for a sub- tion for a permit to construct additions and dwelling;at 1)less than the code.required division of merged'properties at,1)both alterations to an existing single family minimum rear yard setback of 50 feet;lo- proposed lots will be less than the code dwelling;at 1)located less than the code sated at:2425 Mill Creek Drive,(Adj.to required tniunimmlot;area'gf40-, 00 sq.fb;. required minimum front yard setback of Arshamomaque Pond - Long Creek) located at 1275 West I R RRoad and$75� 35 feet; 2)located less than the code re- Southold,NY.SCTM No.1000=51-6=40. West ,Hill .Road, Southold, NY,. quired minimum side yard setback of 10 1:00 P.M. - INDIAN NECK IV, LLC SCTM#1000-70-4422 and 1000 70.4-23. feet;3)located less than the code required' #7409-Request for a Variance from Arti- 'IbaBoard.of Appeals will hear all persons minimum combined side yard setback of cle XXII, Section 280-IOSC and the or theirrepre3i3gtahves„desuipgto'beheardat 25 feet;4)more than the code permitted Building Inspector's January 13, 2020, each hearing,and/or desiring to submit writ- maximum lot coverage of 20%;located at: Amended February 24,2020 Notice of Dis- ten statements-before.1he conclusion of each 1175 Second Street, New Suffolk, 'NY. approval based on an application for a-per- heOng.-Each heanng will not Start earlier SCTM No.1000-117-7-20. mit to legalize an"as'built" 8 foot,deer than desi&gated.apove:Files are available 10:20 A.M-DANIEL WRIGHT#7395- ;fence;at 1)not permitted on vacant parcel for review oa The Town's Weblink/ Request for Variances from Article III,, not engaged in bona fide agriculture pro- haserficheunder Zoning,BoardofAppeals Section 280-15; Article =11, Section duction; located at: 1985 Leslie Road, (ZBA)-l-oakd Actions*euding.Click Link: 280-124;and the Building Inspector's-Jan- Peconic,NY.SCTM No.1000-984-2.1. thin:P24.38.28.228s2'040/weblink/ uary,31,2020 Notice of Disapproval based, 1:00 PM. - INDIAN NECK II, LLC Browse�aspx?dbid=0;If-you.have questions, on an application for a permit to demolish #7410-Request-for a Variance from Arti- please telephone our-office at(631)7651809, an existing dwelling and reconstruct new Cie XXII, Section 280-105C and the or-by,email:kimfi southoldtownnygav Single,family dwelling; at 1) located less Building Inspector's January, 13, 2020, Dated:July,16,2020 than the code required minimum front Amended February 24,2020 Notice of Dis. ,ZONING BOARD OF APPEALS yard setback of 35 feet;2)located less than approval based on an application for a per- LESLIE K A N E S W.E I S M A N, the code required minimum side yard set- mit to legalize an "as built" 8 foot deer CHAIRPERSON back of 10 feet;3)located less than the code fence;at 1)not permitted on vacant parcel BY.Kim E.Fuentes required minimum combined sideyard set- not engaged in bona fide agriculture pro- 54375 Main Road(Office-Location) back of 25 feet;4)existing garage located in duction;located at:3595 Skunk-Lane,Cott- 53095 Main Road(Mailing/USPS) other than the code required rear yard; drogue,NY.SCTM No.1000-97-9-12. PO Box.1179 located at:2105 Orchard Road,East Mar- 1:00 P.M. INDIAN NECK III; LLC Southold,NY 11971-0959 ion,NY.SCTM No.1000-37-3-6. #7411-Requestfor a Variance from Article 2486880 -10:40 A.M.- PAUL AND-KELLY-LXII,Section 280-105C and-the Building DEMATO#7407-Request for a Variance Inspector's January 13, 2020, Amended from Article XXIII,Section 280-124 and February 24,2020 Notice of Disapproval the Building Inspector's February 12,2020 based on an application for a permit to Notice of Disapproval based on an applica- legalize an"as built"8 foot deer fence;at 1) tion for a permit to construct additions and not permitted on vacant parcel not engaged alterations to an existing dwelling;at 1)less in bona fide agriculture production; lo- than the code required minimum front _ #0002486880 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Lori Bazata of Mattituck, in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper,published at Mattituck, in the Town of Southold,County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 07/30/2020 Principal Clerk Sworn to-before me this day of �l- \tJ� MELISSA R.DEBOER NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.1001 DE6349898 COMM.EXP. `? '---- _ _ , - -� Suffolk Environmental Consulting, Inc. Newman Village © Suite E 0 2310 Main Street ® PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 o f 631.537.5291 Bruce Anderson,M.S.,President July 16, 2020 Southold Town Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971 RE: TOGA Property- Affidavit of Mailing - -- - -Situate: 2425 Mill Creek Drive • Southold, NY• 11971 SCTM#: 1000 - 051 - 06 -40 Appeal#: 7403 Dear Members of the Board, In accordance with Southold Town Code X55-1 (A)(2) and the instructions set forth by your Board,please find attached the following documentation: 1. Affidavit of Mailing, signed and notarized, (one copy) and; 2. Certified Mailing Receipts addressed to the abutting neighbors of the subject property. 3. List of Adjacent Property Owners notified with Suffolk County tax Map Numbers and mailing addresses Thank you for your time and consideration regarding this project. Should you have any questions or concerns pertaining to this matter, please feel free to reach out to this office at any point. Sincerely, Robert W.Anderson (enc.) Suffolk Environmental Consulting, Inc. Newman Village © Suite E - 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED July 30th, 2020 �c Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold,NY 11971 RE: TOGA Property—Affidavit of Posting Situate: 2425 Mill Creek Drive - Southold,NY 11971 SCTM4. : 1000—051 —06—040 Appeal#: #7403 To whom it may concern, As per Southold Town Code §55-1, attached herewith please find the Affidavit of Posting for the subject property, attesting that the Notice of Public hearing sign has remained in place at the subject property for at least seven(7) days prior to the date of public hearing. In addition, please find attached-the PS Form 3811 (Green Card Receipts) from the Public Noticing sent via certified mail. Thank you for your time and consideration regarding this project. Should you have any questions or concerns pertaining to this matter, please feel free to reach out to this office at any time. Sincerely, Robert W. Anderson (enc.) I` I BOARD MEMBERS ®� S®� Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� ��®� 53095 Main Road•P.O.Box 1179 ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ANC Town Annex/First Floor, Robert Lehnert,Jr. �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 6, 2020 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 AUGUST 6, 2020 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.southoldtownnV.govicalendar.aspx. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. 11:20 A.M. - ANDREW AND LINDA TOGA #7403 — Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 30, 2020 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling; at 1) less than the code required minimum rear yard setback of 50 feet; located at: 2425 Mill Creek Drive, (Adj. to Arshamomaque Pond — Long Creek) Southold , NY. SCTM No. 1000-51-6-40. 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: July 16, 2020 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 - Southold Town Hall Leslie Kanes Weisman,Chairperson o��pF SOUTy0, 53095 Main Road •P O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. 4,% • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIiYC�UIY l, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax (631)765-9064 July 6, 2020 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 August 6, 2020 Zoning Board of Appeals Regular Meeting will be held via video conferencing, and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live. Below, please see instructions for the video conference hearing and material required to prepare for the ZBA public hearing which include: PLEASE READ CARE,FULLY. 1. Yellow sign to post on your property 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 front yards. Posting should be done by July 29,2020. 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 verifying that you have properly mailed and posted by July 30, 2020. 5. Instructions for Laserfiche/Weblink to view application. Please send by USPS Certified Mail, Return Receipt the following docurnents 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 July 20, 2020. a. Legal Notice informing interested parties of meeting being conducted via video conferencing. A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. V Instructions for ZBA Public Hearing Page 2 b. 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 kimf@southoldtownny.gov or elizabeth.sakarellos@town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. 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> Assessors> Assessment Books/Tax Rolls> 2010-2019 > 2019 http://24.38.28.228:2040/weblink/0/doc/1022250/Pa e1.aspx. We ask that you scan and email the USPS mailing receipts, green signature cards and affidavits to kimf@southoldtownny_gov, and promptly 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(cr�,southoldtownny.gov � i4u' Tlt',. E OF HEARIi4o' The following application will be heard by the Southold Town Board of Appeals VIA ZOOM WEBINAR - REFER TO ZBA EBSITE FOR AGENDA on Flop : southoldtownny. qov NAME : TOGA, ANDREW & LINDA #7403 SCTM # EN 1 000-51 -6-40 VARIANCE : YARD SETBACK VEQUESTm DEMOLISH EXISTING DWELLING AND CONSTRUCT NEW SINGLE FAMILY DWELLING SATE : THURS . , AUG . 69 2020 77 :20 AM You may review the file(s) on the town 's website under Town 7ecords/Weblink : ZBA/ Board Actions/ Pending . "_BA Office telephone (631 ) 765-1 809 BOARD MEMBERS ��OF so y0 Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 .� Southold,NY 11971-0959 Patricia Acampora T Office Location: Eric Dantes Q Town Annex/First Floor, Robert Lehnert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento yIrou I,� Southold,NY 11971 http://southoldtov=y.gov ZONING BOARD OF APPEALS RD TOWN OF SOUTHOLD I—� Tel.(631)765-1809•Fax(631)765-9064 I :FEB 2 8v.2020 Southw old Ton February 24, 2020 Planning Board Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. 47403 Toga, Andrew& Linda Dear Mark: We have received an application to demolish the existing dwelling and construct a new single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, projecf description Toren;are attache" or-- -- ______-__ your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairpe By: Encl. Survey/site plan: Lisa McQuilkin, Land Surveying, dated February 21, 2020 BOARD MEMBERS jpF SOUT�o Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O l0 53095 Main Road •P.O.Box 1179 ' Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. Y 54375 Main Road(at Youngs Avenue) Nicholas Planamento I�COO ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 February 24, 2020 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 #: 7403 Owner/Applicant: Toga, Andrew Action Requested: demolish the existing dwelling and construct a new single family dwelling --- (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land (X) Boundary of Agricultural District ( ) Boundary of any Village or Town 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 Ch 'r son By: Encls. Survey/Site Plan: Lisa McQuilkin, Land Surveying, dated February 21, 2020 BOARD MEMBERS V Southold Town Hall Leslie Kanes Weisman,Chairperson �*�F $Ojy0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G e Town Annex/First Floor, Robert Lehnert,Jr. ,��� • �O 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoCOU Southold,NY 11971 http://sou tholdtownny.gov ZONING-BOARD OF-APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 August 25, 2020 Bruce Anderson Suffolk Environmental P.O. Box 2003 Bridgehampton,NY 11932 Re: ZBA—Application #7403, Andrew Toga 2425 Mill Creek Drive, Southold SCTM No. 1000-51-6-40 Dear Mr. Anderson;. Enclosed is a copy of the Zoning Board's August 20, 2020 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Thank you. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department `v-P N 310182 40 ( 0- 4 ga EASTWIND SHORESCIINOOhq (Col...) FOR UNITS SEE SEC.NO 05101 4P - SEE SEC.NO.135 FOR PCL NO. 1217 SEE SEC.NO. le 12 A0 1.3k0 052-06-001 17- VYI DBEFR 12-AB = 1y15 J41213 04 jsJA lb FJGHRW / M 12.16 13 GA • (AGIRMULTURALRESERWE) M) 19 1z b" =1 1 4 4J3 i 3jAg"rr OPM DEVELerr PJGHTS) 1X0 o' 'L NO: SEE E..'NO 5.1 v 1 s 052-06-001 3AA 7 FOR PCLNO SEE SEC NO. 4 055-03-006 2 �1:1 - 62 4.158 AWT-d-H- —Z— B. ONE N 336352 NOTICE COUNTY OF SUFF-OLK © —K TOM OF SOUTHOLD SECTION NO E MAINTENANCE,ALTERATION,SALE OR Real Property Tax Service Agency y vrAtER DISTRIBUTIO OFANY PORTION OF THE SUFFOLK COUNTY TAX MAP IS PROHIBITED County CenterRiverh"d,N Y 11901 135 052 VILLAGE OF SfEYwTER WITHOUT WRITTEN PERMISSION OF THE OLEIN FEer M D50 051 051 REAL PROPERTY T"SERVICE AGENCY 'Ofd A P 054 oss 056 DISTRICT NO 1000 PROPERTY MAP C0NVERSlONOATS.soy j5.=IS