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7340
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(T BOARD MEMBERS ®��®F S®(/PSouthold Town Hall Leslie Kanes Weisman,Chairperson Q 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® �� Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento �C®U �� R E EOV, ® "V http://southoldtownny.gov $C -� 0 m2' 1-1T gy°"p, � ZONING BOARD OF APPEALS DEC 2 6 2019 19 TOWN OF SOUTHOLD a Tel.(631)765-1809•Fax(631)765-9064 Sout old Town Clerk FINDINGS, DELIBERATIONS AND DETERMINA MEETING OF DECEMBER 19, 2019 ZBA FILE: #7340 NAME OF APPLICANT: Tracy Peck and David Corbett PROPERTY LOCATION: 1305 Sigsbee Road,Mattituck,NY SCTM: 1000-144-2-6 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 July 22, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 14,000 square feet, .321-acre parcel located in the R-40 Zoning District. The property measures 100.00 feet to the westerly property line along Sigsbee Road, 140.00 feet to the northerly properly line, 100.00 feet to the easterly property line and 140.00 feet to the southerly property line. The parcel is improved with a one-story frame dwelling(demolished to the foundation) and a detached accessory garage, measuring 22 feet by 28 feet, in the side yard as shown on a survey prepared by Michael K. Wicks Land Surveying dated June 25, 2019 and the Proposed Site Plan prepared by Mark Kevin Schwartz,Registered Architect;dated October 17, 2017 and updated June 19, 2019. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's June 14, 2019, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling; at, 1) existing accessory garage is located in other than the code permitted rear yard; located at 1305 Sigsbee Road,Mattituck,NY. SCTM No. 1000-144-2-6. RELIEF REQUESTED: The applicant requests relief from the Town code to maintain a pre-existing(with Pre-CO No. 38814), single-story garage measuring 22 feet by 28 feet in a side yard, after the construction of a new single- family residence,where the code requires such improvements to be located in the rear yard. ADDITIONAL INFORMATION: The applicant is the beneficiary of two prior variances. Zoning Board of Appeals file 47087 issued September 22, 2017 and file#7209 issued December 21, 2018. The applicant previously demolished the existing residence and is in the process of obtaining a Town of Southold Building permit to Page 2,December 19,2019 #7340, Corbett/Peck SCTM No. 1000-144-2-6 construct a new single-family residence meeting all Town code requirements. The existing "as built" garage, sitting 39.7 feet back from Sigsbee Road, is covered by Pre-Existing Certificate'of Occupancy #38814, issued February 6, 2017 and an updated Certificate of Occupancy,#38661, issued November 17,2016. No member of the public or immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 5,2019 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Sigsbee Road neighborhood consists of approximately 63 homes of varying age, size and architectural style on small lots, most of which do not conform to the current code and were built prior to zoning, including two homes with garages in the side yard and one with the garage in front of the house. Free-standing or attached garages are common to this neighborhood and while the applicant proposes to maintain a pre-existing garage in the side yard, the structure is in keeping with the scale and character of the community. 2. Town Law X267-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 pre-existing garage was built prior to zoning, with the issuance of a Pre-CO, and the applicant proposes no changes to the structure, which exceeds the minimum front yard setback for a single-family residence. The applicant proposes under a separate building permit application to construct a new single-family residence in a conforming location, meeting front, rear and side yard setbacks. While the new residence will be built in approximately the same location as the original, the garage is pre-existing and will remain in the same location, where it has stood since prior to the inception of zoning. Furthermore, the applicant offered testimony that it is impractical to attach the garage to the future residence given both distance, light, ventilation and budget concerns. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the garage has stood in its present location since prior to zoning and the applicant proposes no changes or alterations to the structure. 4. Town Law V67-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. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pre-existing, single-story garage measuring 22 feet by 28 feet in the side yard while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,December 19,2019 #7340, Corbett/Peck SCTM No. 1000-144-2-6 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 Planamento, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variance as applied for, and as shown on a Site Plan (Sheet S-1) last revised June 19, 2019; and Elevations and Floor Plans dated June 14, 2019 prepared by Mark Kevin Schwartz, Registered Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The subject garage may not be enlarged or altered with a second floor and can only be used as a garage for storage. 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 an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been 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 Weisman (Chairperson),Acampora, Planamento and Lehnert. (4-0) (Member Dantes absent) Leslie Kanes Weisman, Chairperson Approved for filing /,,), /,?3 /2019 REVISIONS: O EXIST POST & y W RAIL FENCE J 0.4'N j LOT 00 ZONING BOARD 0-1 APPEALS O � N 6q° 22' 00" E 140.00 MAP _ LINE O SD in NNE O I N to N LU O 3a.7' w EX15T FY5B w EXIST ASPHALT F•--I DRIVEWAY EX15T Q DETACHED OARa(�,E N LOT 7g NRSY GLC5 I (NO CHANGE) O W Cavity Continuous I O Component" Assembly. 4rieniat[66 GrossAres t - Insulation Insulation LPFactorl VA I SHOC,. I� Value R-Value I O cy Building.. _. PROPOSED 8'� O >.. -- 28.0' W I� W r,:'Cei6irtgl" fiatCe6ing,orSCtssor:.. Q_ _026 3a cf) u_ _ _ WEL DEEP DRY I O ati i Wood Frame,16*o.c. ':a+ Unspeeii€.._ +, 1240 ry �V µ MO � 0.0 D.D77 BIj � Y O 1 Window i VirWlbergtass From... �;Unspecified 156 ft2� 0.28 44 0.40 1 'Door l nspecfied 40 ft2 I 0.24 10 ' / I =Floor 1 -Wood Joistrfruss:0...+ i 1294 ft2 90.0 0.0 0,033 43 All I \ TOTAL: 211 (7.0% BETTER THAN GODS) EX15T 6 MAX ALLOWED UA: 227 O PROP FYSB STOCKADE to HOUSE 47.4' FENCE I0.5'E � LLJ � I EX15T OUTDOOR v 4.7' LINE of DEMOL15HED SHOWER be D RELOCATED t� HOUSE FOOTPRINT f EX15T GONG � •x' PROP REAR C� COVER O o PROPOSED I—STORY STOOP PROP q6 SP FRAME RESIDENCE COVERED PORCH I U I35.0' 6HAINLINK � o Ict PROP FYSB 37 a N=ENGE to PORCH ,i O.5'E EXIST x I _ \ i CHIMNEY W LOT 70 o w U m Nov o R C) W o 0 I PROPOSED &'(P N z x 4' DEEP DRY v WELL EXIST MONUMENT O �1l FOUND CD 5 bq° 22' 00" W 140.00' N °' E �, , s~ c: O " r LOT 77 Qz FINAL MAP x REVIEWED BY ZDA � I STORM WATER MANAGEMENT DETAILS SEE DECISION # ' 3 � � M LO N.T.S. Ln DATED 11 l� ° " m ON �— cn I cV O W i� � G O N 10 L AI 5 L Y D � OGEE GUTTER-_STANDARD 5" I (4q.59 `I 1 Ira NOTEs: I. EXECUTION: Ul) II I DO NOT BEGIN INSTALLATION UNTIL 5U85TRATE5 HAVE BEEN w PROPERLY PRESERVED. HA`( E3AY w/ 51 LT FENG I N(5 2. PREPARATION: U a. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. O D FROPOS 5I TE FLAN b. PREPARE 5URFAGE5 U51NG METHODS REGOMMENDED BY THE SCALE: I" = 10-0" LIMITS OF GLEARING TO DRY WELLS TO BE 10' MIN. MANUFACTURER FOR AGHIEVIN5 THE BEST RE5ULT5 FOR BE NO MORE THAN 20' AWAY FROM HOUSE SUBSTRATE UNDER THE PROJECT CONDITIONS. LOT AREA: 14,000 5F FROM PROPOSED WORK c. PAINT CONGEALED METAL SURFACES 8 SURFACES IN 17111HIT] Oo AS INDICATED ON SITE C , , o GONTAGT WITH DISSIMILAR METALS WITH PROTECTIVE EXIST HOUSE: 764 5F PLAN BACKING PAINT, EX15T DETACHED GARAOE: 616 5F 3. INSTALLATION: PROPOSED HOUSE: 1,276 5F ROOF AREA: 1,706 S.F. a. PERFORM WORK IN ACCORDANCE WITH THE GOA HANDBOOK i U PROPOSED PORCH: ab 5F THE DRAWINGS. M 2" RAINFALL per HOUR GALL: 1,70(b 5F X .I67 - 285 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR �4 EVERY 40' OF RUN. PROVIDE (2) 8'4) x 4' DEEP DRYWELL (168 G.F. EA) a• SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. d. COPPER/LEAD: FLASH � SOLDER GUTTERS TO DOWN5POUT5 'Mm' ERED TOTAL DRYWELL CAPACITY: 336 ACCESSORIES.G.F. e. ALUMINUM: RIVET � CAULK WITH A BUTYL SEALANT SLIP N5� �'QC JOINT CONNECTORS. �`�EVIN Scti yij, f. GONNEGT DOWN5POUT5 TO STORM SEWER SYSTEM A5 1 INDICATED, SEAL CONNECTION WATERTIGHT. N 4. PROTECTION: N :_ a. PROTEGT INSTALLED PRODUGTS UNTIL COMPLETION OFt �— PROJECT. �. �22 9 Q� DRAWN: VC/MS b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUGT5 BEFORE OF N Ew SCALE: SUBSTANTIAL COMPLETION. JOB#: 1 June 19th,2019 SHEET NUMBER: PERMIT SET ( 10/17/2017) - UPDATED 06/19/2019 S- 1 REVISIONS: I le 37'-10"± 6'-I i"± 14'-10"± 5'-O" A NEW 24" 50 PG FT6 (MIN 36" B.G.) A A-2 w/ 12" 50 PG PIER $ 4x4 AGO A-2 P05T w/ 51MP50N UP-LIFT GONN - (TYP 2) -- - --- __ - - - - - TW2842 TW2842 - - -- TW2842 _- (2) 2x8 HDR (2) 2x8 HDR (2) 2x8 HDR r- - - m - -REF- EX15T _ EXIST I 1 I m FIREPLAGE o MEGHANIGAL5 -� NEW 2x10 RIM BOARD w/ 11U I OAVHD I PROP TAPERED ' � 5/a LAG BOLTS @ 52" O.G. -� GABS PROP N COLUMNS w/ STONE O � z � ; ��L p i:��ETI/EP? x 3 ,�, — (DOUBLED @ ENDS) Q_w x p e <r Lu BASE (TYP 2) a zd x o ^I� ;i• p ° LIVING/DINING Ca Lu p .; -. cv 000m � _ cs x D ROOM o � rx = EXIST �_ �.� ',O 1 PROP �. BASEMENT X REMOVE EXISTING '. . Lu O,�I>\1 ' E3OAR(�OF APacALS z (CATHEDRAL a O (7'-5" GL6) Lu FOUNDATION WALL -�-- 15LAND p D (c GEILIN6) COVERED +, EXIST LG iPROP 2x8 � = PORCH I p �— I cv — (TYP 4) r O.G. D� --------- �. NEW (3�x10 . — O . — . . — . p— NEW (3) 2x10 . � . 12OVH6 PROP GIRDER GIRDER 0 KITCHEN p p OPEN O �o (CATHEDRAL RAILING+' t PROP PROP �`�� PROP 2x8 GJ LL m -� m -� x - UP STOOP + I6 O.G. �n u NI� O ��r (2) 2x8 HDR CEILING) +� z O � � z , I -.p ' + — I PROP W 3 3 1 N w O ' D_ Oz < P P � Ozd 't : i w � - 1 BAR = H 3-O WINE R P �o UP +� 2 U _ z 3'-3" N ------- i REF ° SINK I R DN NEW +5 h--•1 L___-J 2 2x10 3 x 6 PKT m a PNTRY ) o e o ------ HDR (2) 2x10 6'-4" 5'-7" R GO E ��+� �+ ���b Li �ti�+b HDR 6 rl r----� r----� r-----� r-----� I I I , OU OR - — _. _ — .._, _.-,__ .,._. _... ------- OW i �. T ----�— - ------------ r $_',T T.- _ -----------T- .--- �T J •. 7 LIMIT OF a r , , , PROP I i L____J L____J L____� L_ � I + PROP VLTD GL6 NEW 8"xlb" PG FT6 ,; F REMOVE EX15T PG FOUNDATION NEW 4" LG w/ PROP 2) 2x 6� _ __ ABOVE (MIN 36" DEEP) w/ (2) � � PROP 2x10 FJ . ; � � cr GL � � BEDROOM WALL FT6 S INSTALL NEW (5) WELDED TOP p Ib" O.G. w/ BEDROOM � `; _J HDR PROP PROP Lu �. • - (a-b VAULTED •� Lu #4 R/B A5 KEY EQ REMOVE EXISTING p O 2XI0 GIRDER w/ TEGO BASE PLATES BATH ® BATH LL z GEILIN6) +� +� FOUNDATION WALL CONNECTION O 12 x24 PG FTG TEGO GONN S I x W/D O x 3 - 4n N LL Hu T v 0 O R-30 BATT I N ------ N O tY N m a BELOW w/ (5) #4 x)n, INSUL - �? v m d O N = 3 z PROP REBAR EACH WAY N ° O d Q- d - - O z: Ll ; O [� O _ CQ fY R N z BASEMENT EXTENSION N 3 �, (TYP 4) �.� i Q �_ O LIMIT OF N d O O z n , z d � � � y> 1 PROP — ABOVE GL6 O(Y O Cp (MATCH EXIST GL6 HEIGHT) O O O m z p ��, � 1 ABOVE n NEW 4" PG SLAB w/ (1) w = v I m + 1 WIG LAYER bxb 101(o WWM $ (1) Q- 3 PEP LAYER OF b MIL PV - - -- - - - -- NEW 36 WIDE x 48 HIGH z z � V I VAPOR BARRIER + �' mFR m i ��°+ ` I I 6e I I J — — . — 2x8 H BASEMENT EGRESS WINDOW I � r+. e. (2) 2x8 HDR N ) 2x8 H ) N i (2) 2x8 • r� 4. TW3046 A31 A31 TW3046 EGRESS AWNING AWNING EGRESS A-2 m NEW 8" PG FDN WALL w/ A 2 ,� BITUMINOUS GOATIN6,' REINFORCED c� o w/ THE FOLLOWING: 14'-2"± 2'-O"± 5'-O"± 5'-O"± 4'-O"± 14'-8"± o �' (1) #4 HORIZONTAL R/B TOP $ 3 BOTTOM 5'-10" (1) #5 VERTIGAL R/B @ 36" O.G. 47_5 ± (HOOKED INTO FT6) O 11 47'-5" (4) #4 HORIZONTAL R/B EQL WALL LEGEND: SPACED A5 REG (SEE SECTION) f=R0F05 � F I�ST FL.00R PLAN oM DFROFOS � r-OU I:�ATI10N PLAN 0 EX15T FDN to REMAIN N SCALE: 1/4" = 1'41 � N SCALE: 114" = I'-0" r EX15T to be REMOVED --J WALL LEGEND: 114 U 0 NEW FDN GON5TRUGTION Q� EX15T to REMAIN NEW WALL GON5TRUGTION EXISTING CHIMNEY A A- 12" OVHD SOFFIT � � 12" OVHD SOFFIT 0 TOP of RIDGE NEW 2x12 N C ELV 18'-8"+ - RIDGE m o- —WALL BELOW o m ,�'� REMOVE EX15T ROOF IN IT'S PORCH ENTIRETY S INSTALL NEW 2x10 RR S FINAL MAP BELOW 16" O.G. wl y2" GDX PLWD, 15# FELT, ' `I 12 235# ASPHALT SHINGLES, S REVIEWED BY ,ZB "I v 00 � s~ o d IGE-SHEILD UNDERLAYMENT A5 REG C4 obn °,-° 7 NEW 2x4 G.T. @ 48" SEE DECISION # -� ~ p O.G. LOGATED IN �� cz u m �' p cz w > UPPER yard OF DATED rl —L- �� U - E � v v ATTIC rn m o z = p N 2x10 RAFTER N o w Q- - GEILIN6 $ NEW .� N �? UNDERSIDE.SOFFIT R-4q F6 INSUL Q- � ELV q'-O"± NEW 2x8 GJ @ Ib" O � p Lu �v- NEW y2" GYP NEW 12" OVHD VENTED N w O.G. w/ R-4q BRD WALLS SOFFIT Q d u 1 EXIST 2x4 PROP S GL65 BATT INSUL v EXTERIOR WALL KITGHEN NEW 2" CLOSED CELL SPRAY FOAM S R-I5 D_ O O GONTRUGTION w/ PROP BATT INSUL (TYP ENTIRE EXTERIOR) NEW GEDAR SHAKE PROP BEDROOM J �' ' m SIDING EXTERIOR WALL GON5TRUGTION: NEW 3/4" GDX TS G NEW 2x4 PNTY NEW 3/4" GDX TS G INTERIOR NEW 2x10 FJ NEW 2x4 STUDS @ I6" O.G. w/y2" GDX U SUBFLOOR w/ WALL I6" O.G. $ SUBFLOOR w/ PLYWD, TYVEX VAPOR BARRIERS 0 r FIN15H FLOORING R-50 BATT FIN15H FLOORING NEW CEDAR SHAKE SIDING � PER HOMEOWNER CONSTRUCTION INSUL PER HOMEOWNER WALL BELOW NEW 2x4 SILL PL w/ GRADE ANCHOR BOLT @ 32 O.G. (MIN N cX OVARIES=VII� . . - NEW (3) 2x10 4" EMB) �"'W, O ELV O'-O" NEW 2x10 GJ @ 16" NEW TEGO x O O.G. w/ 30 BATT CONNECTION 61RDER w/ TEGO NEW 8" PG FDN WALL w/ BITUMINOUS F- v v IN5UL GONN COATING, REINFORCED w/ THE FOLLOWING: LL I� O EX15T PG FDN u- [Y EXIST NEW (3) 2x10 PROP BASEMENT +� 1X 1U (I) #4 HORIZONTAL R/B TOP S BOTTOM U NO D_ Qi Q- Q- r WALL (VIF) GIRDER O (1) #5 VERTICAL R/B @ 36" O.G. (HOOKED cn p Q' v v BASEMENT REMOVE EX15T PG FDN WALLS r'_ Cp INTO FT6) C EXIST PG FT6 FT6 S INSTALL NEW 4" LC, w/ d d # N PR 2x12 O O O O -1 (4) 4 HORIZONTAL R/B EQL SPACED AS f l 6E cxv c� (VIF) EXIST 4" L.G. w/ WELDED TOP $ BASE PLATES N REG O O TOP of SLAB PG FT6/ BELOW 12"x24" PG FT6 BELOW w/ (3) a U- _(MATCH EXIST -.VIF (VIF) #4 REBAR EACH WAY NEW 8"xlb" PG FT6 w/ (2) # ELV -6'-7"± 2x4 KEY 'C ARc 5 p EXIST PG SLAB NEW 4" PG SLAB w/ 101(o ��� ��VIN Scy�e > (VIF) WWM S [-LAYER PVB O (MATCH EXIST BASEMENT WALL BELOW WALL BELOW SLAB ELEVATION) '� N 1p S c'T l0N "A-All 022339 �Q� DRAWN VC/MS A 12" OVHD SOFFIT 12" OVHD SOFFIT SCALE: I/4" = I'-0° SCALE:��F N E� JOB#: I A-2 June 19th,2019 FF": SHEET NUMBER: RoOr- FLAIL SCALE: 1/4" = 1'-0" PERMIT SET ( 10/17/2017) - UPDATED 06/19/2019 A- 1 REVISIONS: 12 7� !011`dTNG BOAR[)Of-APPFALS ® — V hill I NEW GEDAR ILE SHAKE SIDING _' LL NEW STONE FAGADE r`-+ + iL - O FRCFCBEI:� RCNT ELEVATION l=R0f=05F=) RiC-7HT ELEVATI®N SCALE: 114" = I'-0" SCALE: 114" = 1'-0" U aC O >.., N 0 � U O M as Cq 4� i { N � m a;CN u v C O O -- FICA L MAP 00 -712 REVIEWED BY ZDA � � � Hill lill Hill 11 SEE DECISION ## -7 a,, DATED / 1 M 00 -- IN ® EXIST OUTDOOR SHOWER TO BE U_I lLLL11 +� RELOGATED Ll LI o t t t- 1 � L LL EXIST d) U L OUTDOOR U SHOWER to LI LI be O RELOGATED � H f=R0F05Er;) REAR ELEVATI®N FR®f=05E:7) LEST ELEVATI®N x SCALE: 114" = 1'-0" SCALE: 114" = 1'-0" U Cn ARc� C� �Ev►N sC, Q fi N NoA ---- " �'��' �- DRAWN: VC/MS 7 4�1 022 ' 9 �QQ- SCALE: QF N ESN JOB#: June 19th,2019 SHEET NUMBER: PERMIT SET ( 10/17/2017) - UPDATED 06/19/2019 A-2 REVISIONS: MEN OEM wwCEIVEK 0 V, wJp"','m, ju 80W)(W Ak"PEr .............. ,ellimm'.01 01, m It BONN CD 00 cd C7\ 71 0 FINAL MAP KwO'O'EVI E www ED BY Ztr:%$A Qj U, a) c) 71 00 SEE DECISION 4. /J)V 'r, r% A cd u LJIATEDJ -4--1 F, -,4 4 A ::� ;� U, Qu c7N uu) 00 < Qu cuf) uu) N u ........... Mery # M, RED lot C-) Lp DRAWN: VC/MS SCALE: N E\N JOB#: June 19th,2019 SHEET NUMBER: PERMIT SET (10/17/2017) UPDATED 06/19/2019 A-3 REVISIONS: DETAIL DRAWINGS WIND LOAD P CONNECTION AND CONSTRUCTION USE THE FOLLOWING'OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WiNTER 10ESHiELD FLOOD SNOW SPEED DESIGN WEATHERIN LiNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 4"MAX, KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE ,SLIGHT TO 20/15 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 4"DIA.MAXIMUM RAFTER CRIPPLE STUD •-" DECK AND COVERED PORCH NOTES: LEDGER '-• 1).Unless otherwise noted,ail framing material to be,#I ACQ pressure treated lumber. HEADER - All fasteners,hangers and anchors to be galvinized or stainless steel. RiDGE • •• 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girder's on concrete piers shall be'anchored with proper steel connectors anchored ? Into concrete with a minimum 1/2"di x 7"long anchor bolt with washers and nuts. JACK STUDS RAFTER 3).Posts supporting girders shall be anchored to a minimum 2,004"02"thick concrete M footing.Use a minimum 1/2"dia x 77"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECTION HEADER-TO-POST/STUD CONNECTION 4).Dec1c joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/21'DIA. BOLTS 16"OC WITH WASHERS w RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION and he led be installed o bef rs the building and ledger. Lappin bolts the sheathing r � LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6.2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with i/2"dia,bolts with washers and nuts at 16"o.c. STAIR RAILING ROOF LSTA24 1-1/4"44"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 IS210 1 Bga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be it minimum 6"above grade. 1-1/2"SPACE to All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). MINIMUM $).Covered Roofs shall be assembled and anchored the same manner as a typical building. •, RAFTER HANDRAILS 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal � � (� for any contact with ACQ. RAFTER w POST HANDRAIL NOTES; TOP PLATE TOP PLATE All required handrails shall be of one of the following types or provided equivalent graspability. BALUSTERS RIM/DECK JOIST o 1).Type 1.Handrails with circular cross section shall have an • outside diameter of at least 1-1/4 inches and not greater OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o than 2 inches. If the handrail is not circular it shall have a <1T perimeter dimension of at least 4 inches and not greater RAFTER TO PLATEISTUD CONNECTION than 6-1/4 inches with a maximum cross section of 'HANDRAIL CONNECTION dimension of 2-1/4 inches. RAFTER TO PLATEISTUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APFLKATiON CONNECT EACH V OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT TO RAFT ER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION 2).Types Handrails with a perimeter greater area on inches shalt provide graspable finger recess area on both � SHALL NOT'BE LESS THAN 14/4" NOR MORE THAN 2"iN 4"-6"RAFTER 'RTI0 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS sides of the'profile.The finger recess shall begin with a CROSS SECTIONAL'DIMENSION, OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dlstance of 3/4 inch measured vertically from the tallest PROVIDE AN EQUIVALENT GRIPPING,SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER portion of the profile and achieve a depth of at least 5/16 • inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3 8 / .d am-1 inch to a level that is not less than 1-3/4 Inches below th Al�LA� h-+�-1 O 0 tallest portion of the profile.The minimum width of 1� 4"MAX. handrail above the recess shall be 1-1/4 inches to a E1�'�W E D BY Z 4"DIA.MAXIMUM GlRDER/HEADER maximum of 2-3/4 inches.Edges shall have a minimum z radius of 0.01 inches. S E D E I S I O N # 0 U GIRDER/HEADER ATED �� NAILING SCHEDULE z 0 JOIST. POST/COLUMN o 0 o ROOF SHEATHING: N � NAIL 1 t6 POST/COLUMN JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANEL gd AS PER TABLE 3.8 U WFGM-SBC GIRDER/HEADER ROOF FRAMING: POST-TO-Gigt ER/HEADER+CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICf TiON JOINT DESCRIPTION NAIL ,SPACING, NOTES 4x4 SOLID COLUMN PB544I PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO $'WALL:3-8d COMMO EACH TOE-NAIL �.CK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER TOP PLATE IU WALL 4.8d COMMCOMMO RAFTEI LOCATION USP NUMBER DESCRIPTION APPLICATION bx6 SOLiD COLUMN PB566/PBSE66I KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION o CEILING JOIST 8'WALLS 3-$d COMMO EACH ,-a HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL-4-8d COMMO JOIST TOE-NAIL m N o JOIST TO GIRDER/HEADER RT10 JTYDOWN ANCHOR I CONNECT TO EACH JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE all v PARALLEL RAFTER WFGM,SBC LAP NAIL x ,n C) CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �? 0 � °1r i~ OVER PARTITION WFGM-SBC LAP NAIL O r'' X o STU COLLAR TIE AS PER TABLE 3,4 EACH FACE w �' o GIRDER 2 -lad COMMON TO RAFTER WFCM-SBC END NAIL o C) Lo \ BEARING PLATE BLOCKING EACH TOE o �+ • • TO RAFTER END NAIL v m " • RIM BOARD EACH END ''4 '� 2-16d COMMON U TO RAFTER END- NAIL 0 00 � o WOOD JOIST d`,''w` `1' v C' .• WALL FRAMING- .0 W I I r '0 NAIL NAIL JOINT DESCRIPTION NOTES � LEDGER n GIRDERJHEADER I1 CONCRETE PIER �" QTY. SPACING •• �' r� WOOD JOIST .r,• r TOP PLATE OP PLATED PER 2.16d COMMO FOOT WOOD JOIST FACE NAIL •,�^; TOP PLATES AT 4-16d COMMOIN JOINTS FACE INTERSECTIONS EA. SIDE NAiL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD DTO 2-lfsd COMMO O�. NAiL � I (MINIMUM) CEILING JOIST TO BLDG.COINNEC 'ION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I i FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16d COMMON 16"O.C. FACE U 4LEDGER TO BE CONNECTED TO BLDG.USING 1/2" DIA. BOLTS 016"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL Q IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ROD 11 (2)BEAMS PAU44 OR WE44 POST/BEAM,ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TO ALLOW FOR SHRINKAGE. c1� REQUIRED 1 (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL FOR STU BOTTOM PLATE TO: 46 FLOOR JOIST, BAND JOIST, 2-16d COMMOt I FOOT FACE NAIL END JOIST OR BLOCKING FLASHING TUCKED UNDER i I I TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. DECK FRAMING• PIECE OF SIDING BELOW THREADED ROD JOINT,DESCRIPTION NAIL NOTES NAIL U QTY. SPACING CNW COUPLER NUT � JOIST TO: PER TOE 1/2"DIA.LAG BOLTS W/WASHERS CONNECTED TO BLDG. Q16"OC rrRlNceR POST SILL,TOP PLATE OR GIRDER - ¢-$d COMMO � JOIST NAIL MINIMUM e76 .BRIDGING 2-8d COMMO EACH TOE (2)THRV• END DISTANCE -to JOIST END NAIL eoLTs BLOCKING EACH TOE �EVIN Scti "44 , - s TO JOIST 2-Sd COMMO Posr END NAIL ANCHOR v �e MINIM M FLOOR FItAM1NG P1PR te•TREAD ,U o 0 o ENQ ANCE o BLOCKiNGTO: EACH TOE 2x JOISTS ` ' 1 • '• • e •• •. 12"X12N12" Y Y „ ?� v 3 -16d COMMO SILL OR TOP PLATE BLOCK NAI bt"a'n •• •O •: "• CONCRETE FOOTING + w y c c LEDGER STRIP 3 -16d COMMO EACH FACE 1P Iva) • TO BEAM JOIST NAIL RASE .'y u CONC.SIAB "'t-ey° i •P'� • �23 A.• BLOCKING FOR JOIST HANGER >r�L ;4- t�eac PIER �* ,. , a ° °PIER PECK NE JOIST ON LEDGER PER TOE LAG BOLTS �p r '-a a CONC. A. TO BEAM 3-Bd COMMON JOIST NAIL �OF N ESN DRAWN: vC/MS N HOLLOW COLUMN UPLIFT RIM JOIST/BD. d a' �;4d �. ;' SIMPSON STRONG TIE MODEL STRRI/2 PECK POST' FIG.CONNECTIONIST JOB#E • .-'Q A BAND JOIOST JOIST NAPER IL 4 a INSTALL AS PER MANUFACTURE'S RECOMENDATIONS 3 -ibd COMNSO '�• ' � LOCATION USP NUMBER DESCRIPTION APPLICATION 2019 BANG JOIST TO: PER June I t , 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING .SILL OR TOP PLATE 2'��COMMO FOOT TOE NAIL SHEET NUMBER: DECK/1)ORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING PERMIT SET (10/17/2017) - UPDATED 06/19/2019 A-4 REVISIONS: WIND LOAD PATH CONNECTION AND T CC� NS RUCTION DETAIL DRAWINGS' USE THE FOLLOWING APPROVED USP METAL 'CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS " • ENDWALL RAFTER CRIPPLE STUD WALL STUD q . BOTTOM PLATE ' RIDGE ' HEADER LEDGER EI ATHTUB ' DOUBLE JOIST S IDEWALL ' RAFTER JAC K STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH f SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR F-�--1 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS.' UNDER WALL. 2ND. AD`�5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE .2x6-2xB LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE: STUD 2X1O LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC d pp pp g POP ^w WALL STU D THROUGH-ROOF EXHAUST F--I VENTS SELECTED AND METAL STRAPLx LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF +*lxo VENTILATION CHANNEL RIM BOARD CHIMNEY r AS REQUIRED rT, RAFTER F-�-i + WALL SHEATHING 1�.1 SILL PLATE(S) RAFTERS� MAINTAIN : . jr9'. VENTILATION WOOD JOIST` SIOEWALL FLASHING FOUNDATION «SEAL TOP PLATE BLOCKING " - - FINISH WALL AND MOISTURE,C), ,O1�OARO0, 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING ' SOFFIT AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP 2x4 FASCIA JOIST' ATTIC SHALL BE PROVIDED WITH A _BETWEEN`WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/160 OF THE AREA OF GUTTER INSTALL 4'0" O.C. .'� �` THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA2 1-1/4"x24" 2Qga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN, SCREENED VENT RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT.. PLYWOOD ON ALL OPENINGS �.' PROVIDE HEMMED EDGE AT OPENINGS OF r/4 INCH IN DIMENSION. „ FLASHING TO FORM CHANNEL INSTALL 4 O O.C. 1 AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION :SOFFITEI SAVE U 8" -- 1 LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS.AND -HEADERS 14" 16" LSTA36 1-1/4"x36" l8ga. STRAP AND JACK 'STUDS ,� ' S" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL ON ALL OPENINGS ,' ,� ~ ``�.�,� KEEP ROOFING NAILS OUT EACH RAFTER 1. OF FLASHING 2ND. FLOOR WALL , `�� .� L Do ROOFING LAPS BASE p FLASHING 4 INCHES - 0111 3 RAFTER 0 09 110 RIDGE C AP OF SAME Z BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING v SIDES 4 INCHES ,AND LAPS NAILED TO SHEATHING Q SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT ,. \ rn z v o WOOD JOIST Q"x N V TOP PLATE GIRDER%HEADER 10 U SIDE WALL FLASHING WOOD JOIST � 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS A5 TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN, 1-1/2" ALL JOISTS CONNECTED TO ,A FLUSH HEADER TQ gE SUPPORTED tA�TN RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE 1F ABLE, SET FIR JOISTS APROX. 1/FROM PEAK TO ALLOW FREE THE PROPER STEEL. CONNECTOR. ,. CONFORM TO SLOPE INSTALL 4'O" O.C. RAFTER TO PLATE AIR PASSAGE 2„ HIGHER THAN LVL HEADERS 16" MSTA48 1=1f4"x48 169a. STRAP AND JACK STUDS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL, SPTH4 STUD PLATE ANCHOR N v PLATES TO EACH STUD cn � >~ DBL. SILL PLATE �7 " m O TERMITE SHIELD I >j` SUB FLOOR 'COO o v SILL .GASKET WOOD JOISTSLo + NEOPRENE ,,..» o +' TYP. CONC. FOUNDATION CONC. SLAB GASKET �' `, r 2x6 %2x8 CONTINUOUS WOOD PLATE `o, u DAMPPRCFOF EXTERIOR t 6 MIL. POLY ' _ V + ; V GRANULAR FILL s BOLTED TO STEEL BEAM WITH M u cn m 6MIL POLY ON EXTERIOR r • ' „ „ .r !' _•- ' 1/2 DIA. E30LTS ® 48 ox. STAG. � ; f° V .`'` STEEL COLUMN I - `�, r U m 4- cz CONC. SLAB • ' + d 'p . o r� a , ROOF JACK ��� '.� 1 „ „ STEEL BEAM N I~ d n n ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" ` 4" z 1 j4" x 8" STEEL 'S p e * BLOCK WALL 15" • d _ ROOFING LAPS ''''+. � I TOP AND BOTTOM PLATE KEYWAY FOOTING a V N 4 FLASHING AT ' WITH 1/2" x 6' ANCHOR BOLT A�� • 'p e, a L CONC. FTC. 'p �'p �` o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ANCHOR BOLT CONNECTION (USP LSPS58 OR BP583) `�, p b REINFORCING BAR FOUNDATION 5/8" DIA. -ANCHOR BOLT -� ".-- CR m DRAIN TILE: + p s ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS , 1 *� SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM ..�''"-� REVIEWED BY ZBA CRAWL SPACE OR FOUNDATION U SILL PLATE TO FOUNDATION TYPICAL SEAM 'DETAIL SEE DECISION Q TYPICAL CE FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36 OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING DATED-L I� DE ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & "VENTS DETAIL N SUBFLOOR CONC. SLAB I v' 6X6 10/10 WWM I d00R FRAME x GARAGE COMPACT FILL , G _ JOIST U DOOR I USE 2X$ STEEL BEAM '(ERE�'qR .' FOR B LOC KOUT ONa V It C,,S' N ;•� 4" SLAB ;t �� S ' W/ 6X6 WMM \ I SLOPE P.T. PLATE • ; , u 6 • a a. 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �� 01 • , 1/2 AIR SPACE �� t 1 '� S . ' WITH A NAILING PLATE IF NEEDED . ' p.' AT END AND q• ,,k 7 1 • s + a° i TO BE APROX. 1/2- OR HIGHER THAN ES OF WOOD _GRADE ° d ,r=--�--=---�--e--i + + s • ` , �D � STEEL BEAM TO :ALLOW FOR SHRINKAGE � ��� I�� BEAMS ° ¢ O '+ ► '• PROVIDE STRAPPING TO KEEP JOISTS ALIGNED 0 z At 11 �� 2 g O 12" - to �c s� D .. r 6X6 W.W.M. +•,� -d e - Q -tea~ 4`- c:� a i + 4 4+ + • Of N MIN. d�•e ,� n 'A �'L1 Lt'A It .a '----,NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM 'd Q � d e� SUB FLOOR e1 REINFORCING BAR = NOTCH EQUALS 1/4 DEPTH OF BEAM t �► ' pRA1N TILT~ lie------lrl REINFORCING BAR >a a 11-11 o . GIST 12" , I # 4 STEEL BEAM DRAWN: VC/MS 4 d• SHEET METAL 30 FELT UNDER BEAM AT POINT � ��`� �• ��• d II SCALE: OF CONTACT WITH CONCRETE OR CONC. BLOCK 4 • 3" PLATE (BOLTED TO BEAM) JOB#:, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •w aA SHIMS TO LEVEL BEAM June 19th,2019 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. SHEET NUMBER: 3" MINIMUM BEARING SURFACE FOFt WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKETRE R MIT- 9L I 10 11712 017) 1112D A TT D 06 A-5 REVISIONS: NAILING SCHEDULE NYS UNIFORM CODE: 2015 EDITION PLAN CONTENTS: FRAMING NOTES G E#1&Ns 'E vK% A L '*j A N2 0 T "L"o S 1);,RIDGE-TO-RAFTER-ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4,1 x"20 gauge strap shall be attached to each pair of rafters in accordance to table 8.4, JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING Whena a collar,tie is used In feu of a ,ridge strap,�the number of lOd common halls required QTY. SPACING CON STRUCTIC)N NOTES: In each end of the collar tie need not exceed-the tabulated number.of Sd nails in the strap. RAFTER TO 8'WALL 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL "ASSEMBLY: 8'WALL 3-$ Q. FT.'OF,CONSTRUCTION csEE PLANS) g P P TOE-NAILTOTAL S intent and framing details.They are intended as a construction aid not a substitute lateral framing and shear wall connections for rafter, ceilin or truss to to late shall be In 'CEILING JOIST d COMMON EACH for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or,truss do-not fall in line with studs below, rafters TO TOP PLATE t0'WALL: 4-8d COMMON JOIST State buildingcodes. The General Contractor is responsible for' roviding standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST'TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N:Y,S. RESIDENTIAL CONSTRUCTION CODE AND P P C construction details and Procedures to ensure a professionally finished, structurally- the to the wall stud with uplift connections. Roofs overhanging the rake side.of the building PARALLEL RAFTER WFCM ' SBC LAP NAIL URRENT 58C 1=11CiH t�ci1ND EDITION WOOD FRAME CONSTRUCTION MANUAL P P Y sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3:7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GEN>rRAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT.:BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3). WALLTO WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes,,ordinances and regulations, etc. Wall studs above and studs below a floor level shali be attached with uplift connections in These codes are to be considered as part of the specifications for this building and .accordance with table 3,3b. Whenwall studs above do not'fall in line with studs below, the TO RAFTER WFCM »'SBC END NAIL ATTICS w/o'STORAGE 10 .should be adhered to evert if in variance with the"plan.- studs-shall be attached to a common rnember in the floor assembly with.uplift connectors in BLOCKING 2 - >l;d COMMON EACH TOE ATTICS w/STORAGE 10 , accordance with table 3.3. TO RAFTER" END NAIL DESIGN:LOAD CALCULATIONS "ROOF (GROUND SNOW"LOAD), 20 3).,Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN:SLEEPING) 40 (DO NOT SCALE DRAWINGS). J TO RAFTER END NAIL p p p ROOMS:(SLEEPING) 30 w 4).The designer has not been:engaged for construction supervision and assumes°no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete+ WALL FRAMING• STAIRS 40 U First;w'all studs shall be connected to the foundation; silt late, or bottom late with uplift lift responsibility for:construcltion coordinating with these plans, nor responsibility for foundation and slab-on-grade,.15 inches in masonry.block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate acid nailed In accordance with table 3.3b.When 'steel'straps are lapped under.the JOINT DESCRIPTION SP 1 NOTES NAIL NAIL bottom late 3 inch square washes shall be used with the anchor bolts. Anchor bolt - QTY. AC N�' EXP S RE CA ESIGN » o AT GAURDRAILS ANY.DIRECTION 200 p . � " .p 8 There are,no Warranties-for a plate, q _ O U TAGORY _ recautions and ro rams.In connection with the work. (D E FOR C C) s edflc use expressed or liTi� lied in the use of these laps. spacingis to be spaced and'"sized in accordance to table 3,2a. in addition to spacing, TOP.PIATE FOOT SEE N0 NAIL ., . . ... .. ,.. . P P P P 2- 16d COMMON ,TOP PLATE TO PER ACE 1--� anchor bolts are to be spaced between 6-12 inches from the end of a `sill plate and all TE: i LOAD PATH SEE CONSTRUCTION ANDVi11ND PATH CONNECTION 5}:.Refer to the'IJVindow isnd boor schedule"for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- FOUNDATION ' DETAIL PAGE &GENERAL NOTE PAGE- INTERSECTIONS 4 16d COMMONEA.-SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE- 6), The General Contractor is to ensure that masonry"or prefabracted'fireplaces meets' 5). TYPE i EXTERIOR SHEARWALL CONNECTIONS: 24" .FACE or exceeds manufactures ecifications and a livable codes. Type 1`exterior shear walls with a.rninimurn of 7/16 inch wood Structural panel on the exterior STUD T 2- 16d COMMON SEE'FLOOR PLANS AND WINDOW SCHEDULE P Pp O EGRESS SE ►� attached with Sd common nails at 6"o.c,.'At the panel edge's and 12"'o.c. in the field, and STUD O.0 FAIL Sym,; P $ EADER TO 16" O.C. FACE FIRE.PROTECTION w 7). The General Contractor 4 to consult with the"owner for all built-in items 1/2 inch.gypsum wallboard on the interior attached with 5d cooler.nails at 7" O.C.oC at panel I6d COMMON SMOKE&CO2 DETECTC>RS SEE FLOOR PLANS such as bookcases,-shelving,-pantry, closets, trims, etc. edges and i0 o.c. rn the field shall be in'aecordance with the lerigthrequlrements specified HEADER ALONG EDGES 'NAIL in table 3.15a-b. TOP OR BOTTOM 2-1 6d COMMON PER 2x4 STUD END TRUSS DESIGN MA STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6), TYPI:.11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FC�UN DATiON NOTES: Type it exterior shearwalis shall meet the,requirements of able 3.15a-b times the appropriate BOTTOM PLATE TO:lSt•, BA 1ST, 2 d COMMON PER FACE NAIL GEOGRAPHIC FLOOR JOIST, ND JOIST, - 16 CLIMATIC & GEOG IC DESIGN CRITERIA length adjustment factors in table 316. FOOT SEE NOTE: 1 2 1). The General Contractor and Mason to review plans, elevations; details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHiELD determine intended heights of finished floor(s)'above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ). FLOOD 7iNTERIORSHEARWALLCONNECTIONSc FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when!°,:-fvir LOAD (MPH) -CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathingand connections shall be in,accordance with _ _ JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. i SPACING 20 LBS. 120 B 'SEVERE 3 Fr, MODERATE Ll HT 1 NONE - QTY. SP G S G TC) t'J 3). .tween concrete slabs and abutting JOIST TO: PER `TOE Provide 1/2" expansion Dint material be -R ,� 4 - Sd COMMON ty p 1 . concrete or masonry wall.; occuring in exterior or unheated interior areas. I ZONING BOARD r� e. �F�,,_-_ S1LL, TOP PLATE OR GIRDER JOIST -NAIL TCIw HEAVY MODERATE- S). CONNECTIONS AROUND.EXTERCORWAZL OPENINGS: . Header and/or girder connections".shall be attached with uplift connections in accordance' BRIDGING EACH TOE ROOF SHEATHIN REQUIREMENTS FOR �XIIND LOADS. 4 An new concrete walls being attached --to existing concrete structure shall 2 - 8d COMMON y g g with table 3:5.Window sill plates shalt be have steel connectors in accordance with table TO JOIST END .NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bair, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES N b 3'S` BLOCKING EACH TOE AT PANEL EDGES SUPPORTS iN THE PANEL FIELD // 2 - 8d COMMON F-� on 4 inch thick sand or ravel fill 6x6 wire mesh reinfordn Interior stabs 9)•CATHEDRAL CEILING ASSEIVIBLYi TO JOIST END NAIL @ "O.0 $d COMMON'`C� b"O.C. SEE. NOTES: 1,3 0 5 . Unless otherwise noted, all slabs on,grade to be 2500 s.l.::Concrete to be 4' PERIMETER EDGE ZONE $d COMMON 6 -pouredg p g t BLOCKING TO: EACH TOE " SEE NOTES: 1 (BOTH FIELDS) '�' 0 to be minimum 3-1/2 inch thick. All fill to be com acted to 95% relative densi with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON Q 6 O.0 8d COMMON @ 12 O.C. N 0 b maximum lifts (layers): anchored on top of the beam or slope connectors shall be attached to each.rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD Z " along the open ceiling part of the building: Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE .GABLE ENDWAtL RAKE AND RAKE TRUSS 8d COMMON Q 4" O.C. :$d COMMON @ 4" O.C. SEE:NOTES: 1;3 6). Crawl spaces to be provided with a minimum`!8 x24" access"opening. Install one 3 -:16d COMMON O attached with the above requirements. TO BEAM JOIST NAIL ,-.,� l n 8xI cast iron foundation vent for every 150 sq. ft. of area. V o t; DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 3d COMMON PER TOE NOTES N 7) Dampproof eXterlor of foundation ywithi bituminous coating-as required by current TO BEAM JOIST NAIL N.Y.S.Residential Construction Code. A nil polyethylene film-shall be applied over 7). Unless otherwise noted, all framing material to be #1,ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE.ONLY TO BE REFERRED T01F MEN7�ONED 1N SCHEDULE NOTES ONLY: 6-rl the below grade,portion 6f exterior walls prior to backfillin All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON g P t� g g g TO JOIST . . ... JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet-on each,side of the roof peak. U 8): Drainage as"re aired b current N.Y.S. Residential Construction"'Code. 2). Girders for deck joists to be bolted to each post with washers and nuts: TO: the 4 0o perimeter edge zone attachments requtred.shall be used.BAND JOIST PER TOE NAIL f "t pe ' d.e N g q � Y 1 P 2 . 16d COMMON r Girders'on concrete piers shall be anchored with proper steel,connectors anchored SILL OR TOP PLATE FOOT SEE NOTE.-1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt viwith`washers and nuts. 2). Tabulated 12 Inch o:c:Wait`spacing assumes sheathing'attached to rafter truss framing members with G>0.49. For mi g embers with <0 <G pace g hall be redo to 6 ' ches a NAIL NAIL ,42 <0.49;the nails `:1 s reduced m :c. ra n m 1). All framing techniques; and methods as prescriptive design of.current SBC High Wind 3), posts supporting girders shall be anchored to a l2"x12"x12" thick concrete footing. ,JOINT DESCRIPTION .I N 3). Tabulated 4 inch mc. nail spacing assumes sheathing iorafterl truss'framing members wlth'G>0;49. For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts: Footirilgs Shall be.3 ft. Q SPACING below grade. Porches with covered roofs shall have 12" dia. concrete piers for girders. g the nail spacing shall be reduced to 3 inches o,c: g P g STRUCTURAL„PANEL gd '� PER TABLE 3.8 framing members with 0.42<G<0.44; 2). Unless otherwise noted, all framing and structural wood material to be#2 +BTR. WFCM SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: N � � Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c:. m o CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATEcu SHE ATHING LC1CATlON NOTES' X 3)..Floors;'walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A rninimurri of 10 inch flashing shall be installed between the building and ledger. NAiL NAiL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD' � � m o otherwise. ;, JOINT DESCRIPTION ,o 2 .� Ledger to be.fastened to building with 1/2 dia. bolts with washers and nuts QTY; SPACING SEE NOTES: 1,;3 (BOTH FIELDS) p �- 0 4' EDGE ZONE 8d COMMON"@ '6'' O.0 8d.COMMON.* .12"O:C. where needed. GYPSUM 7" O.C. EDGE NOTE: 2�FOR"PANEL FIELD 4}. Unless otherwise noted ,'all bearing wall headers to�be (2) 2x10#2 +BTR.�Doug. Fir- 5d COOLERS " � ,w WALLBOARD 14 ,O.C., FIELD INTERIOR ZONE Sd COMMON t�`6 O.0 8d COMMON @ 12 O.C. `SEE NOTE: 3 -4 cc Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all 6). Concrete piers"shall,be a minimum 6" above grade. � � 'openings. LVL headers to have (3) jack studs and (2) full length studs on each side of G� ''1�C1ALL SHEATHIN openings. Bearing Wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported'with NOTES anchors. Each Joist shall also be�anchored ::1 openings between 41 and 60 and.2x6 wall openings between 511 and 81. Provide fire to girders}. JOINT DESCRIPTION NAIL NAiL LO v m THESE NOTES'ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTESONLY. �, ;o C � .and blocking where applicable. QTY, SPACING N E a 8 .Covered Roofs shall be 'assernbled "and anchored the same manner,as, a typical buildin : STRUCTURAL AS PER TABLE 3.9 FINAL T AP w ,5).All flush beams/headers to be installed with heavydu. alvinized�han ers and ) tYP g 1). For wall sheathing within 4 feet of"the corners; the 4 foot edge zone attachment requirements shall 8d COMMON duty g g _ PANELS WFCM - SBC � anchors where applicable to all connecting joists. PLUMB lNG MOTES be.used: REVIEWED BY ZDA 7/lb" OSB C.,EDGE ". 6d COlvlMq PLYWOOD 6 O.C. FIELD 2> Tabulated 12,;inch`o.c:hail spatin assumes sheathing attached to stud fram n members with DECISION # 6), Double up floor joists under walls that run parallel to,the floor joist and under,bathtub . 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential, )� 8" g g EE Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE 6>`-0.49.'For framing members with 0.42<G<;the nail spacings shall.be reduced to 6 inches o.c. DATED / 1 / on plans. 'WALLBOARD 10" O.0 . FIELD F w "n 2 Vern se system g ty p pp _ or exterior anel sidin alvinized box nails shall be per 'tied to be substituted for common nails. 7). Provide 2 -1=3/4 thick microlams { height to match floor joists) around stairwell and/o )� N septic " stern wrth the Engineer,for Suffolk Coun Health De "artment a ' roval. 3 P g�g P other access openings unless otherwise noted (typical). U FLOOR. . p J cut out installation for any plumbing related work,. NAIL NAIL 3}:1f wall studs,- fates or Foists are c JOINT DESCRIPTION O 8 Dormers nnin roof rafters re a supported oulile r rafters n either side -provide AdecInte bracing and plates to,protect-and-secure the structure. Verify with the QTY. SPACING I).PPb-,Abt s/s"TYPE-x SHEE kOCK kkE ST00itiNd AT ido MAXIMUM DISTANCtS Fdk I46?4�ACCESSlkE_AREAS., ). Dorm r ru g up roo r ft a to bby cf aft p h s f 2)•USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTEcT1vE.COATING POP.CONTACT WITH ACQ.- � where applicable unless otherwise.noted. state code and manufacture's recommendai ion for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.0 EDGE 3).INSTALL 1•.Co2 DETECTOR IN ADDMON TO"51vtOKE ALARMS PER FLOOR. 8d COMMMO HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD '9). Provide blocking/bridging in floor joists at 8'0 o:c., Use solid,blocking in floor joists N as required by current NYS lkeilderihal Code=PIPS LOCKiNG REOUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES, rlreblockrng shall be provided to cut oft all concealed draft openings(both vertical and'hcrizontal} requirements. NOTE: and to form an effective fire barrier between stories,'and between a top story and the roof space, E9114 10). Provide insulation baffles at eave vents between rafters. install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO 1F CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY rlrebldeking shall be provided in wood-frarne consmiction In the follouvtng locations; needed. EXISTING'CONDITIONS. MINIMUM 3000#':CAPACITY: ` U �2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN,SCHEDULE NOTES ONLY. 1). in concealed spaces of stud walls and partitions;induding f irred spaces,at fhe`WIIng slid floor � equipment supplier. 'levels:'Concealed horizontal-furred'spaces shall also be fireblocked at intervals not ekceeding 10 11). Unless otherwise noted, all roofs and walls'to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shaft be allowed is fireblocking in'walts constructed � 1). Nailing requirements are based on wall sheathing using laws of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. " SOIL COMPACTiON: � 3)'. HVAC subcontractor to provide final system layout drawing,and submit it to the General nailed 6 on-center-at the panel edge. If wall sheathing Contractor;and owner for final review and approval, nailed 3" on-center at the panel edge to obtain h i her > CONTRACTOR z).'Ai all.:interconh6dlons between concealed vertical and horizontal spaces such as occur at'soffits• g g 1 .NEW FILL TO 8E CLEAN OF ORGANIC MATERIAL.CONTRA R EKED 12). Unless otherwise noted use 3/4" thick T&G PTS-Fir or Advantech plywood subfloor is TO VERIFY EXISTING SOiL CONDITIONS PRIOR To ria. :drop ceilings and cove ceilings g"� 'q�Q adhered with PL400 adhesive and strewed to floor joists._Finished floor to be installed shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED, O� EVIN Cy j ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottot�n of the run.rnd6sed spaces over subfloor as per manufacture's instructions:- 2).COMPACTION OF'NEW FILL SMALL BEAT LEAST 95%PROCTOR under stairs shall corn ly with current N.Y.S. Residential Code. such as shear plates, shall be used to maintain load path, 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PEP.ASTM D 699 AND ASTM D 1557). COMPACTTHE " SOIL AT 12' LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL" 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ' N 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and TESTED BY A FFESSI AL AG F ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter, 2).When wall sheathing is continuous aver"Connected AGENCY o�coMPACTtoN, flame and products'bf combustion. T PRO ON to have regular 1/2" sheetrock. All walls to beta ed and finished. members,the tabulated number of nails shalt be permitted 3).Do NOT BACKFiLL uNTILLFIRST rLOoR bEGK,cOkmucTioN, '5j.-Tor the fireblocki of ci fhn and"'fire laces,as re wired current'N.Y.S.Residential Code. 2 LL zeO g P to be reduced tol 16d nail per foot.. INCLUDING SUB FLOOR,IS CCIMPLETE. ` p �. 233 OQ' DRAWN: VC/MS 3). lnstali Smoke detectors and Carbon Monoxide detectors throughout as required by current 14). All roof with a pitch less than 4�:12 shall be installed with an ice &Water;barrier or N.Y.S: Residential Construction Code: OF N EW SCALE: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM JOB e June 19th,2019 torch own type material over. SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be,pressure treated. Sill plates to be installed with a foam s ill"gasket and cop-r-tex termite shield be approved equal: PERMIT SET ( 10/17/2017) - UPDATED 06/19/2019 A-6 A ' / t SURVEY OFPROPERT Y LOTS 78—79 INCL. RECEIVEDUJI AMENDED MAP OF JUL 0 3 ?�5g MATTITUCK PARK PROPERTIES BONING BOAR©OF APPEALS FILED: JAN. 12, 1926 — MAP #:801 Z I N Qld SITUATE „ LOT 80 a MATTITUCK N69 22 00 E I 140.00 v TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. o p T SURVEYED: OCT. 5, 2016 NUPDATED: APR. 11, 2018 O REVISED: JUN. 25, 2019 NOTES: N 39.7 280 j 2. LOT 1. PROPERTY KNOWN AS TAX MAP# 1000-144-02-06 W At 3. THIS AREA SURVEY WASOPREP REDO.321 USING CA T(RI)MBLE -1 ASPHALT DRNEWAY o Frame o S3 ROBOTIC TOTAL STATION. N Garage N (Y 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS o PART OF THIS SURVEY. LIGHT POLE v # LOT 79UJI W o �. 28.0 1 z ^ � -1 STANDARD NOTES: G _ 1 O 'fi 1 t I COPYRIGHT, 2018 MICHAEL K WICKS LAND SURVEYING O 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A01 W ` v LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, > SUB-DIVSION 2, OF NEW YORK STATE EDUCATION LAW. Z O 1 �+ - 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL v w 6.DQ I ARE'GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL N WORK AND OP'NION. ; (� > -36.7 - - 4.5- o ^y Q I 4. GERTfFICAT10N5 ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP Lu O Q WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF N CONCRETE FOUNDATION O PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE Y O 31,7� ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC THE CERTIFICATION IS w 3 4 LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, C9 - I TO THE TIRE COMPANY, TO THE GOVERNMENTAL AGENCY,AND TO THE F W $0 39.2 SHOWER '1 � LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. � !�\ 1 Story O ;� 5 THE CERTIFICATIONS HEREIN 4RE NOT TRANSFERABLE �LI 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE 0 Frame ResidenceEl CONC. COVER`I NCT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND o O I, IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE N #1305 N C/E Q IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS,SURVEY MAS WALK �'� ~j 7, THE OFFSET LINES DIMENSIONS)FOR SHOWN HEREON FROM THE STRUCTURES TO m S TO BE DEMOLISHED o THE PROPERTY ONES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE y d ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, 0 cz 39.2 POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER E7 • 39.8' ILL 61.0� w TYPE OF CONSTRUCTION Z O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED Y OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A V LfD COPY. Ln o m LOT 78CID N it - co CO '^� N /�~y t V O i FND W G r' S'69022 00"W 140.00 3.5's` SHED FR. SHED ' '` rah v Cr) ADJACENT RESIDENCE LOT 77CIQ �,�Ff����� °� P.L.S. #50390 E i Y f 'MICHAEL K. WICKS ]� LAND SURVEYING Pe c o n 2 c Bay y Blvd. �49'5�� 200 BELLE VIEW AVENUE, CENTER MORICHES, NEW YORK 11934 y VOICE.• 631.874.0156 - FAX. 631.909.3845 www.wickslandsurveying.com 10 RECORDS OF RICHARD C. DRAKE 0 SCALE: SURVEYED BY: DRAWN BY: SHEET: " 1"=20' M.W./S.S. S.S. 1 OF 1 i C1 uOUNTY OF SUFFOLK JUL 2 6 2019 (-O , 6 +. � ZONING BOARD OF APPEA05 C© 'lei Steven OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Acting Commissioner Economic Development and-Planning July 22, 2019 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Pacella, Daniel & Catherine #7333 Cimino, Cona #7338 Giese (Thomas) & Giarafolo (Paulette) #7339 Peck(Tracy) & Corbett(David) #7340 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)853-5191 FORM NO. 3 C12q'0 RECEIVED TOWN OF SOUTHOLD JUL 0 a "ON BUILDING DEPARTMENT SOUTHOLD, N.Y. ZONING BOARD of APPEALS, NOTICE OF DISAPPROVAL DATE: June 14, 2019 TO: Patricia Moore(Peck) 51020 Main Road Southold, NY 11971 I Please take notice that the revised plans last dated March 3, 2019: In conjunction with building permit#42259: to demolish an existing dwelling and construct a new single-family dwelling at: Location of property: 1305 Sigsbee Road, Laurel, NY County Tax Map No. 1000—Section 144 Block 2 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling, on this nonconforming 14,000 sq. ft. lot in the Residential R-40 District is not permitted pursuant to Article III, Section 280-15, which states; accessory buildings and structures shall be located in the required rear yard. The location of the new dwelling results in the existing accessory_gara egg located in the side yard. Authorized ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. RECEIVE® JUL 0 3 2019 -V40 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS ZONING BOARD OF APPEALS Eee:$ Filed By: Date Assigned/Assignment No. ffice Notes: House No. 1305_Street_Sigsbee Road Hamlet Mattituck SCTM 1000 Section_144_Block 02_Lot(s)_6_Lot Size 13 940 Zone_R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED (vji4jIq'BASED ON MAP DATED 'a 11 Applicant(s)/Owner(s): Tracy Peck&David Corbett Mailing Address: 2206 Brookside Avenue,Wantaugh,NY 11793 Telephone: Fax#: _c/o 631-765-4643_Email:_pcmoore@mooreattys.com NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Patricia C.Moore Esq. for(X )Owner,or ( )Other: Agent's Address: 51020 Main Road,Southold NY 11971 Telephone_631-765-4330 Fax#: 631-765-4643 Email: pcmoore(a)mooreattys.com Please check box to specify who you wish correspondence to be mailed to,from the above names: ❑Applicant/Owner(s),or E Authorized Representative, or ❑Other Name/Address below: \ ` WHEREBY THE BUILDING INSPECT R REVIEWED MAP DATED and DENIED y AN APPLICATION DATED I G ig I I I FOR: E 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 Section 280- Subsection Type of Appeal. An Appeal is made for: E A Variance to the Zoning Code or Zoning Map. Existing garage in side yard ❑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❑has,E has not been made at any time with respect to this property,UNDER Appeal No._7087 Year_9/21/17 . (Please be sure to research before completing this question or call our office for assistance.) 7209 December 20,2018 denied _ s T.• _ •__� RECEIV6:B JUL 0 9 2019 Name of Owner: ZBA File# ZONING BOARD OF APPEALS REASONS FOR APPEAL(additional sheets may be used with preparer's signature): AREA VARIANCE REASONS. (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The existing garage was constructed next to the house. The new dwelling will be located in approximately the same location as the original house. The location of the existing garage is a technical variance because the garage is not moving. (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: There is no other feasible location for the house which would place the garage in other than the side yard. The garage remains. Lots on Sigsbee are small, preexisting nonconforming lots and the homes as well as the accessory structures pre-date zoning. The existing garage pre-dates zoning(see pre-Certificate of occupancy no 38814) (3) The amount of relief requested is not substantial because: The garage is not changing and the house will be demolished. Previous variance applications were approved for renovations to the house but not for demolition. The re-constructed house must conform to zoning. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The subject property has not environmental constraints. The parcel is flat and dry. (5) Has the alleged difficulty been self-created? ( )Yes,or (X)No. Garage is not moving Are there Covenants and Restrictions concerning this land: )�No. ❑Yes (please furnish copy). This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box ( ) IF A USE VARIANCE IS BEING REQUESTED, AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET.• (Please be sure t our attorney.) Signature of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) SNy.orn to before me thi a1 yo ,20 o ary P � BUSY A.PERKINS Notary Public,State of New York No.01 PE6130636 Qualified in Suffolk Coun Commission Expires July 16, RECEIVEE) APPLICANT'S PROJECT DESCRIPTION JUL 0 3 2019 ZONING BOARD OF APPEALS APPLICANT: rn e e r Peck d � ,� ['6 d DATE PREPARED: (o" ( r _ I `11 1.For Demolition of Existing Building Areas Please describe areas being removed: ND p 1 cf- II.New Construction Areas(New Dwelling or New Additions/Extensions): N Dimensions of first floor extension: —�--o rtp ae' -e—Y s�wq Dimensions of new second floor: Dimensions of floor above second level: Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If y s,please provide height(above ground) measured from natural existing grade to first floor: 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: qfAAav Number of Floors and Changes WITH Alterations: tilCC.Pa AA IQ '. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: G /Lf 150 s f Proposed increase of building coverage: '!;;�aTcxv Square footage of your lot: p Percentage of coverage of your lot by building area: V.Purpose of New Construction: Z 4'�— 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): -7.0 .. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 1ZECEIVED QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION JUL 0 2019 A. Is the subject premises listed on the real estate market for sale? ZONING BOARD OF APPEALS Yes __Y_No B. Are there any proposals to change or alter land contours? 4No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? A10 2.)Are those areas shown on the survey submitted with this application? A ff—f 3.)Is the property bulk headed between the wetlands area and the upland building area? IVIA 4.) If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? A111'' Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? /IVO E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? &O Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? , e-6 If yes,please submit a copy of your building permit and survey as approved by the Building Department and please t describe: h©(j5e onrl l e-o�pShyclZB%) G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the 3uilding Department to either obtain them or to obtain an Amended Notice of Disapproval. � � H. Do you or any co-owner also own other land adjoining or close to this parcel? /ty If yes,please label the proximity of your lands on your survey. 1. Please list present use or operations conducted at this parcel f�pyst qQ,� and the proposed use 5K�= (ex: existing single family,proposed: same with garage,pool or other) Au signature and Date RECEIVED AGRICULTURAL DATA STATEMENT J U L. ;?p�g ?J � ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEALS WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: 2. Address of Applicant: a6, 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: ye"X-1 /,Ona/4 1 5ica va, /l y ge-y t 6. Location of Property: (road and Tax map number) /000 — -- 7. Is the parcel within 500 feet of a farm operation? { } Yes {Ief4o 8. Is this parcel actively farmed? { } Yes {kvlf�o 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.(",m Irm--%?--L--I-nSMO M��n RzosA t-t..G �� S FuJ y-uo,-d� SO- 2`i50 2. �Por-tic r[A . OR- 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) l ll l � 9 Signat o 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. 617.20 RECEIVED Appendix B pp JUL 0 an Short Environmental Assessment Form ZONING BOARD OF APPEALS 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: ]]�� roc RAG G�-k DN e.: LJ CCo-Y b-e� Project Location(describe,and attach a location map): AA_QJa-t+c-,rJ t= Brief Description of Proposed Action: o on -- I .- 4 1✓C""(CLIA cp eb r �c s-E-vvto� ,yac�.e (ccc'�Cj L'A C-5 i Sicu YCQ.✓cl Name of Applicant or Sponsor:` ^ r- Telephone: i VC-- Pe_CAC- V�L.I!`i C1� C61' YJ tt� E-Mail: Address: City/PO: r State: Zip Code: k-`I t' (793 1.Does the proposed action only involve the legislative-adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? , Vz acres b.Total acreage to be physically disturbed? Q acres c.Total acreage(project site and any contiguous properties)owned r or controlled by the applicant or project sponsor? S acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial V1 residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 . RECgIVED _ _K0 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? J U L 0 Q 2019 b.Consistent with the adopted comprehensive plan? ZONING BOARD OF APPEALS 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 1/ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: / 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? N c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? Af iA 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10 Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11 Will the proposed action connect to existing wastewater utilities? NO YES YES If No,describe method for providing wastewater treatment ✓ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? _t/ b.Is the proposed action located in an archeological sensitive area? AIrA 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 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 ❑Agricultural/grasslands ❑ Early mid-successional ❑ Wetland CJ(Jrban ❑ 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? V 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? M40, ❑YES b.Will storm water discharges be directed to established conveyance systems(runo�'and storm drains)? If Yes,briefly describe: 9c, ❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? J U L 0 3 2619 If Yes,explain purpose and size- ZONING BOARu OF APPE kLS 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name !C G - Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" 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 RECEIVED No,or Moderate small to large JUL 0 3 2619 impact impact may may ZONING BOARD OF APPEAtyur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 RECEIVED APPLICANT JUL ® � 2619 TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) ZONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOURNAME: PECK,TRACY,CORBETT,DAVID AND MOORE PATRICIA C. (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 Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees 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%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Signatur TRACrV c D ORBETT Patricia C.Moore Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM JUL 0 3 2019 A. INSTRUCTIONS ZONING BOARD OF APPEALS 1. All applicants for permits*including Town of Southold agencies,shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program.A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law.Thus,the action should be�analyzed in more detail and,if necessary,modified prior to making, a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions.If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places:online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#144-2-6 ,� ,n�� 6(w) AGENT: Patricia C. Moore V V The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees Zoning Board of Appeals X_ 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: ❑ Type: Town of Southold LWU Consistency Assessment Form 1 Nature and extent of action: RECEIVED -1340 Location of action1305 Sigsbee Road,Laurel JUL 0 3 2019 Site acreage: 13940 sq.ft. ZONING BOARD OF APPEALS Present land use: house & garage 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: Tracy Peck& David Corbett (b) Mailing address2206 Brookside Avenue,Wantagh NY 11793 (c) Telephone number: (631 ) 765-4330 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No X 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 X No ❑ Not Applicable ❑ Discussion (if appropriate): _ non-waterfront parcel. Existing house is to be demolished and existing garage remains. A variance is required for the existing_garage in a side yard. There is no other location for the house which would remove the garage from the "side yard" 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 X Discussion (if appropriate): Developed pro_�erty Town of Southold LWRP Consistency Assessment Form 2 ti ( V �l —7V Policy 3. Enhance visual quality and protect scenic resources throughout the ToVWFWVED Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria JUL 0 3 2019 Yes ❑ No ❑ Not Applicable X ZONING BOARD OF APPEALS Discussion (if appropriate): existing house does not change visual quality or scenic resources 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 X Discussion (if appropriate): not in flood zone Policy S. 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 X Discussion (if appropriate): 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 X Discussion (if appropriate)no impact to underwater land Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III- Policies Pages 32 through 34 for evaluation criteria. See Section III-Policies Pages; 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable X Discussion (if appropriate): _ 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 X Discussion (if appropriate): _ PUBLIC COAST POLICIES Town of Southold LWRP Consistency Assessment Form 3 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. OBIVEL) Yes ❑ No ❑ Not Applicable X JUL 0 2619 Discussion (if appropriate): no impact on public access ZONING BOARD OF APPEALS WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ❑ Not Applicable X Discussion (if appropriate): _ Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. Yes No ❑ Not Applicable X Discussion (if appropriate): not waterfront 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 X Discussion (if appropriate): _ 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 X Discussion (if appropriate): _ *copy of Town form created on 2/11/06 Town of Southold LWRP Consistency Assessment Form 4 �3%-to Board of Zoning Appeals Application REOEIVED AUTHORIZATION JUL 0 3 � yg (Where the applicant is not-the owner) ZONING BOARD OF APPEALS We, TRACY PECK AND DAVID CORBETT, as owners of 1305 Sigsbee Road, Mattituck, NY (sctm: 1000-144-2-6) hereby authorize my attorney, Patricia C. Moore, to act as my agent to apply variance(s) on my behalf from the Southold Zoning Board of Appeals Tracy Peck 3 , David Corbett RECEIVED ��Su�F°ckco� Town of Southold 11/17/ 16 b� y� P.O.Box 1179 J L �Q�9 o ` .' S Main BOARD OF APPEALS �ao� Southold, old,Neww York 11971 RECEIVED CERTIFICATE OF OCCUPANCY ZONING F30ARD OF APPEALS No: 38661 Date: 11/17/2016 THIS CERTIFIES that the building ELECTRICAL Location of Property: 1305 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-6 Subdivision: Filed Mal)No. Lot No. conforms substantially to the Application for Buildmg Permit heretofore filed in this office dated 1 i/7/2016 pursuant to which Building Permit No. 41147 dated 11/7/2016 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: "AS BUILT"ELECTRIC SERVICE IN GARAGE AS APPLIED FOR The certificate is issued to Murphy,Shirley of the aforesaid building. SUFF'OLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41147 11-15-2016 PLUMBERS CERTIFICATION DATED --:54Authorized Signature �o�g�FFO(p Cpp Town of Southold 2/6/201'AECEIVE17 y� P.O.Box 1179 On • 53095 Main Rd E2ECEI L u 3 01 y�ol �ao� Southold,New'York 11971 Z0NM¢-_POARD OF APPEALS CUNING BOARD of APPEALS CERTIFICATE OF OCCUPANCY No: 38813 Date: 2/6/2017 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1305 Sigsbee Rd, Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2.-6 Subdivision: Filed Mal)No. Lot No, conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/3/2017 pursuant to which Building Permit No. 41287 dated 1/13/2017 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: "as built"alterations including a non-sleeping finished basement and"as built"outdoor shower stall addition to an existing single family dwelling as applied for. The certificate is issued to Murphy,Shirley of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED h ed Signature 1 �s�FFOt�-�d Town of Southold 2/6/2017 o G� 53095 Main Rd 4`77,T9 Southold,New York 11971 RECEIVEp oy`��1• �a°�� MAY 2 2 2017 RECEIVED BOARD OF PRE EXISTING ZONING JUL 0 SAiM' CERTIFICATE OF OCCUPANCY ZONING BOARD OF APPEALS No: 38814 Date: 2/6/2017 THIS CERTIFIES that the structure(s)located at: 1305 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 38814 dated 2/6/2017 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood frame one family dwelling with accesso garage.* Note:BP 41147"as built"electric service in accessga garage COZ-38661'BP 41287"as built"alterations and outdoor shower stall addition COZ-38813. The certificate is issued to Murphy, Shirley (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE,NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. Oh Signature i BOARD MEMBERS Southold Town Hall UT Leslie Kanes Weisman,Chairperson �"OF SD b'p 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora ¢ Office Location: Eric Dantes N Town Annex/First Floor,Capital One Bank Gerard P.Goehringer yQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �ycou � 0 RECEIV9�thold,NY 11971 f 1� http://southoldtownny.gov JUL 0 3 2019 E VED ZONING BOARD OF APPRALSO BOARD OF APP% Q=63 TOWN OF SOUTHOLD SEP 2 5 2017�Tel.(631)765-1809-Fax(631)765-9064 • S thold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 21,2017 ZBA FILE 7087 NAME OF APPLICANT:Tracy Peck and David Corbett PROPERTY LOCATION: 1305 Sigsbee Rd.Mattituck,NY SCTM No. 1000-144-2-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H 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 June 14, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 13,940 sq. ft. parcel located in the R-40 Zoning District.-The property measures 100.00 feet to the westerly property line along Sigsbee Road, 140.00 feet to the northerly properly line, 100.00 feet to the easterly property line and 140.00 feet to the southerly property line. The parcel is improved with a one story frame dwelling and a detached accessory garage as shown on a site plan prepared by Mark Schwartz,Architect,dated April 19,2017. BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's May 8, 2017 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) less than the code required minimum front yard setback of 35 feet; at: 1305 Sigsbee Road,Maitituck, SCTM#1000-144-2-6. RELIEF''REQUESTED: The applicant requests a variance to construct a covered porch on the front of the dwelling having 96 sq. ft. in area with a non-conforming front yard setback of 33.8 feet and a one story extension on the northerly side of the dwelling having 510 sq. ft. in area, which would create a non-conforming front yard setback of 31.8 feet where the code requires a 35 foot minimum setback. ADDITIONAL INFORMATION: The subject subdivision was created many years before zoning, around 1926, and most single lots are one quarter acre.in size or less. The majority of the subdivision is built out, with the exception of a few single lots which are merged with improved homes. 100 RECEIVED Page 2, September 21, 2017 #7087,Peck and Corbett J U L 0 ' 2019 `340 SCTM No. 1000-144-2-6 ZONING BOARD OF APPEALS FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6,2017 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Sigsbee Road is improved with 63 homes with varied front yard setbacks and non-conforming lot sizes and lot widths. The subject parcel is twice the size of many of the existing lots in the immediate neighborhood. 2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than area variances. The applicant could conceivably move the proposed one story addition further toward the rear of the home and reduce the depth of the proposed front porch to a depth of 4 to 5 feet; however, the applicant's representative described difficulty in reconfiguring the alterations when reviewing that options because of the existing floor plan and layout of the home and the need for a porch depth that is functional. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the proposed one story addition is mathematically substantial, representing 9.4 % relief from the code. The variance granted for the proposed front porch addition is not substantial representing 3.4 % relief from the code. However, these variances are mitigated by the many non- conforming front yard setbacks on Sigsbee Road and the fact that the Board of Appeals granted a front yard setback of 24 feet for a covered porch addition in April of 2016(Appeal No. 6935)for a residence at 1330 Sigsbee Road which is almost directly across the street from the subject property. 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. 5. Town Law 5267-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 overall objective of the Zoning Board is to grant the smallest variance possible. 6. Town Law �267-b. Grant of the requested relief is,the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 96 sq. ft.covered porch and a 510 sq. ft. single story addition to the dwelling while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Dantes, and duly carried,to GRANT the variances as applied for, and shown on the site plan prepared by Mark Schwartz, Architect, dated April 17,2017. Page 3, September 21,2017 RECEIVED #7087, Peelc and Corbett SCTM No. 1000-144-2-6 JUL 0 032019 ZONING BOARD OF APPEALS 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 variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes, Planamento,Acampora and Goehringer. This Resolution was duly adopted(5-0). c r Leslie Kan s Weisman Chairperson Approved for filing �/�Z-/2017 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF$DUjyO 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/Iqrst Floor, Robert Lehnert,Jr. �pQ RECEIX 75 Main Road(at Youngs Avenue) Nicholas Planamento l Southold,NY 11971 ���UM'1, JUL 000) 2019 http://southoldtownny.gov ZONING BOARD OF APPEALS©1=AP EALSRECEIVED TOWN OF SOUTHOLD Ol �iIk6 Ig 9:I-IS I+M Tel.(631)765-1809-Fax(631)765-9064 DEC 2 42018 l..G. I".FINDINGS,DELIBERATIONS AND DETERMINATION SO hold T01Nn Clerk MEETING OF DECEMBER 20,2018 ZBA FILE: #7209 NAME OF APPLICANT: Tracy Peck and David Corbett PROPERTY LOCATION: 1305 Sigsbee Rd.Mattituck,NY SCTM No. 1000-144-2-6 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. It 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 8, 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 14,000 square feet, .321 acre parcel located in the R-40 Zoning District. The property measures 100.00 feet to the westerly property line along Sigsbee Road, 140.00 feet to the northerly properly line, 100.00 feet to the easterly property line and 140.00 feet to the southerly property line. The parcel is improved with a one-story frame dwelling(demolished to the foundation) and a detached accessory garage in the side yard as shown on a survey prepared by Michael K. Wicks Land Surveying dated October 5, 2016 and certified to Tracy Peck, Bethpage Federal Credit Union and First Equity Abstract Corporation and the Proposed Site Plan prepared by Mark Kevin Schwartz, Registered Architect, dated October 17, 2017 and updated June 14,2018, BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's June 25, 2018, Amended July 20, 2018, Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) located less than the code required minimum front yard setback of 35 feet; located at: 1305 Sigsbee Road, Mattituck,NY. SCTM No. 1000-144-2-6. RELIEF REQUESTED: The applicant requests a variance to demolish an existing single-family residence with a front yard setback of 39.8 feet and to construct a new residence with a front yard setback of 31.8 feet where the code requires a minimum of 35 feet. RECEIVED Page 2, September 21, 2017 � 0 #7087, Peck and Corbett JUL a )i'19 SCTM No. 1000-144-2-6 ZONING BOARD OF APPEALS ADDITIONAL INFORMATION: The applicant is the beneficiary of ZBA decision #7087 issued September 25, 2017 granting a reduced front yard setback of 31.8 feet allowing for the addition of a single story extension of the existing residence on the front and northern side of the house consisting of 510 square feet along with a proposed front yard setback of 33.8 feet to accommodate the addition of a front porch of 96 square feet. The original front yard setback from the facade of the residence, prior to any addition, according to the applicant's survey is 39.8 feet. Additionally,an existing accessory garage, located in the front yard, has a setback from Sigsbee Road of 39.7 feet. Decision#7087 clearly indicates: "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." Contrary to the authorization granted in the September 2017 decision, the applicant demolished the subject residence without the benefit of a permit and commenced construction of a new residential structure. A notice of Stop Work was issued on April 27, 2018. On May 24, 2018 the ZBA responded in writing to the applicant's architect declining their request for approval of a De Minimus demolition of a single family dwelling. A public hearing regarding this application was held on November 1, 2018 attended by only the applicant's agent who indicated that the applicant did not understand that by demolishing the existing house they would encounter an issue rebuilding. The agent was unable to articulate the reason why the house was demolished and speculated that it was the result of possible termite or other `hidden' damage which caused structural problems. As a courtesy,the application was adjourned to the December 6, 2018 public meeting in order to allow the owner to appear before the Board to personally explain the individual circumstances of this demolition and their need to seek a variance to construct a new dwelling. At the December 6,2018 public hearing the applicant provided two photos of the project prior to and after demolition and did not convey the reason for the demolition, offer supporting professional evidence, or share collaborative guidance from the Town Building Department or any testimony, when it was discovered that there was structural damage. At this public meeting, the applicant was again afforded additional time to procure letters from the architect and the demolition firm used to support the applicant's claim of the discovery of severe structural damage. On December 20, 2018, a letter was received from the design professional stating that he had been to the site prior to construction and most structural areas were finished and observation of existing framing was not available. He did not observe major deflection or damaged areas. 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 4267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While Sigsbee Road is improved with approximately 63 homes with varied front yard setbacks and non-conforming lot sizes and lot widths, the subject parcel is twice the size of the majority of developed lots in the immediate neighborhood. The parcel is currently improved with a pre- ( i QEIVED Page 3, September 21 2017 #7087, Peck and Corbett JUL ��9 (� SCTM No. 1000-144-2-6 ZONING BOARD OF APPEALS existing one car garage. The house that previously stood at this address has been demolished and as such, future development of the site should conform,when possible,to the current Town Code. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could move the proposed one story residence to a conforming location without hardship, working off of the original footprint and foundation of the now demolished house. 3. Town Law 4267-b(3)(b)(3). The variance requested for the proposed one story residence is mathematically substantial, representing 9.4 %relief from the code. Variances granted on Sigsbee Road, in the past, have been for renovations and additions to existing homes and not for new construction. 4. Town Law §267-b(3)(b)(4). 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 when the site is developed. 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 §267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single family residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to DENY the variance as applied for, Vote of the Board: Ayes: Members Acampora, Planamento and Lehnert.Nays: Members Dantes. This Resolution was duly adopted(3-1).(Chairperson Weisman absent) C� Eric L. 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"• ;f ►� y+] r�S",,sv'�y' Q Yp, 4 � ✓ ~.h .. _ � ^'�` ;fh a F� `T.. .,�p `_ , f r r :"r ,�-� ,.� rn�Qr '�>+A�.�.>S r".,r 7f� i� '� C - - '� mot'"`3i� -' t�'.•.�,� „yL�,.�• is �.4� ,. ',rrZ:"� - Y:k _ ,its ,n� R" ,'� - a�; .. � �-•,"��i.rl`b, �.•ie .w 'Y' a� '.�., t r'w .fit: � � - r ... .. - K..a -n- _ �^ � • -�.� �1S �:: �.� �,.":� mod`•- . `la � Y. y i�- �- -A :� `�`: ... ,. -•90 � L�r�1xr�`•�.T - K - '1 lw fv!!�� ^ , .. 1ROAD, 111 � �vS' � ��•' tad � � /a:� `� � t+s :ill, t°#a'rr � y.}" �. +��r�``�� apt In jw 4L wr�7 r- r ki ..l _ m 1 lb • a" TOWN ®F SOUTHOLD �ROPER'TY RECORD BAR® OWNER STREEIT r �� VILLAGE DIST. SUB. LOT f \ )Lam.. / r-\C,t-1"pp C,V, A q e e FORMER OWNER N E ACR. U� S W TYPE OF BUILDING fiY SEAS. VL. FARM COMM. CB. MISC. Mkt. Value — .ND IMP. TOTAL DATE REMARKS13 Q 6 K nc a A 7 a A e e , /M / L,J�- G/� loo4o 43, P, Y., 77 ITV Mu je do v -A-IV A. 011 jo AGE c" `� BUILDING CONDITION -� NEW. NORMAL ® BELOW f ABOVE FARt`v1 Acre Value Per Value . Acre RECEIVED i'1'llable 2 MAY 2 2 2017 tillable 3 ZONING BOARD OF APPEALS h/oodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD -louseio DEPTH f BULKHEAD f of L—. ,_,, DOCK M q- fw. L% 7, t=1pf ONE tir NONE■MMMENE MEMNON MEMO MOMMEME WIN NOON i2 NONE mom 'EMEEME MEMMEME MENEENMEME94 N-. MEMMEME MMMMMEN EON `;g=,M. MR .......... Foundation nterior Finish Type Roof Rooms Ist Floor rig] Rooms-2nd Floor, lown nwmmww `'pry^v ELIZABETH A.NEVILLE,MMC Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ® www,southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: July 12, 2019 RE: Zoning Appeal No. 7340 Transmitted herewith is Zoning Appeals No. 7340 for Tracy Peck& David Corbett: The 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) Agent/Representative Transactional Disclosure Form(s) �/LWRP 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- Copy of Deed(s) Building Permit(s) ,/Property Record Cards) Survey/Site Plan Maps- __,.,,Drawings Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.) Misc. Paperwork wn of Southold P.0 Box 1179 Southold,, NY 11971 * * * RECEIPT * * * Date: 07/12/19 Receipt#: 257772 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7340 $500.00 Total Paid: $500.00 Notes: Payment Type Amount Paid By CK#500.00 $500.00 Peck, Tracey& David Corbett Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 I C Name: Peck, Tracey& David Corbett 2206 Brookside Ave Wantagh, NY 11793 Clerk ID: JENNIFER Internal ID:7340 TYPESET -Mon Nov 25 11.00 01 EST 2019 650 Town Creek Lane,(AdJ to Town Creek) dwelling, at, 1) less than the code required LEGAL NOTICE Southold,NY SCTM No 1000-64-1-14 5& side yard setback of 15 feet,2)less than the SOUTHOLD TOWN 146 code required combined side yard setback of ZONING BOARD OF APPEALS 10:30 A.M.-935 SOUND BEACH DRIVE, 35 feet;3)more than the code permitted maxi- THURSDAY,DECEMBER 5,2019 LLC #7341 - Request for Variances from mum lot coverage of 20%,4)swimming pool PUBLIC HEARINGS Article III, Section 280-15, Article XXIIi, located in other than the code required rear NOTICE IS HEREBY GIVEN,pursuant to Section 280-124 and the Building Inspector's yard,located at,1055 Sound View Road(Adj Section 267 of the Town Law and Town Code June 10,2019,Notice of Disapproval based to Long Island Sound), Orient, NY. SCTM Chapter280(Zoning),Town of Southold,the on an application for a permit to legalize"as No 1000-15-3-13 following public hearings will be held by the built"additions to an existing single family The Board of Appeals will hear all persons SOUTHOLD TOWN ZONING BOARD OF dwelling and legalize an"as built"shed,at,I) or their representatives,desiring to be heard at APPEALS at the Town Hall,53095 Main as built construction located less than the code each hearing,and/or desiring to submit writ- Road, Southold, New York on required front yard setback of 40 feet,2)as ten statements before the conclusion of each THURSDAY,DECEMBER 5,2019. built construction located less than the code hearing. Each hearing will not start earlier 9:30 A.M.-CONO CIMINO#7338-Re- required side yard setback of 15 feet,3)as than designated above.Files are available for quest for Variances from Article XXIII,Sec- built shed is located in other than the code review during regular business hours and tion 280-124 and the Building Inspector's permitted rear yard; located at 935 Sound prior to the day of the hearing 1f you have June 12, 2019, Amended October 4, 2019 Beach Drive, Mattituck, NY SCTM No. questions,please contact our office at,(631) Notice of Disapproval based on an applica- 1000-106-1-43, 7 6 5-1 8 09, or by email k i m f@ tion for a permit to construct additions and 10:40 A.M. - FRANK AND JOANNE southoldtownny.gov alterations to a single family dwelling;at,1) GUMPER #7355 - Request for Variances Dated:November 21,2019 less than the code required front yard setback from Article XXIII,Section 280-124 and the ZONING BOARD OF APPEALS of 40 feet,2)less than the code required rear Building Inspector's July 15,2019,Notice of LESLIE KANES WEISMAN, yard setback of 50 feet,located at 155 West Disapproval based on an application for a CHAIRPERSON Shore Road, Southold, NY. SCTM No. permit to legalize "as built" additions and BY Kim E Fuentes 1000-80-2-25. alterations to a single family dwelling;at,1) 54375 Main Road(Office Location) 9:40A.M.-WILLIAMTODDJEFFCOAT located less than the code required side yard 53095 Main Road(Mailing/USPS) #7351-Request for a Variance from Article setback of 10 feet;2) located less than the PO Box 1179 XXIii,Section 280-124 and the Building In- code required rear yard setback of 35 feet;3) Southold,NY 11971-0959 spector's August 7, 2019,Notice of Disap- more than the code permitted maximum lot 2420240 proval based on an application for a permit to coverage of 20%,located at 2400 Minnehaha legalize an "as built" porch reconstruction Blvd„(Adj.to Corey Creek)Southold,NY, attached to a single family dwelling; at, 1) SCTM No. 1000-87-3-58 located less than the code required front yard 1:00 P.M. - MICHAEL AND DEBRA setback of 40 feet,located at 2795 Bay Ave- HAHN#7345-Request for a Variance from nue, Mattituck , NY SCTM No. Article XXIII, Section 280-124 and the 1000-144-5-2. Building Inspector's June 26,2019 Notice of 9:50 A.M.-TRACY PECK AND DAVID Disapproval based on an application for a CORBETT#7340-Request for a Variance permit to construct additions and alterations from Article 1I1, Section 280-15 and the to an existing single family dwelling;at, 1) Building Inspector's June 14,2019,Notice of located less than the code required minimum Disapproval based on an application for a side yard setback of 15 feet;located at 1250 permit to demolish an existing dwelling and Vanston Road, Cutchogue,NY, SCTM No construct a new single family dwelling;at,1) 1000-111-4-7. existing accessory garage is located in other 1:1 0 P.M. - A L E K S A N D E R than the code permitted rear yard;located at MYFTARAGO#7346-Request for Varian- 1305 Sigsbee Road, Mattituck, NY. SCTM ces from Article iV,Section 280-15 and the No. 1000-144-2-6. Building Inspector's July 30,2019 Notice of 10:00 A.M. - 1605 OSYL, LLC #7348 - Disapproval based on an application for a Request for Variances from Article XXIII, permit to legalize an"as built"accessory ga- Section 280-124 and the Building Inspector's rage,at,1)located less than the code required August 13, 2019, Notice of Disapproval minimum rear yard setback of 3 feet from the based on an application for a permit to con- rear yard property line-.2)located less than the struct additions and alterations to a single code required setback of 3 feet from the side family dwelling,at, 1) located less than the yard property line,located at 135 Oak Place, code required rear yard setback of 50 feet;2) Mattituck,NY SCTM No 1000-142-1-11 more than the code permitted maximum lot 1:20 P.M.-LAURENE HERWALD#7347- coverage of 20%,located at 1605 Shipyard Request for a Variance from Article XXIII, Lane, Southold , NY SCTM No. Section 280-124 and the Building Inspector's 1000-64-5-30 July 26,2019,Notice of Disapproval based on 10:10 A.M.-JOAN COOKE#7342-Re- an application for a permit to legalize an"as quest for a Variance from Article XXIII,Sec- built"deck addition attached to an existing tion 280-124 and the Building Inspector's single family dwelling,at,1)located less than June 11,2019,Notice of Disapproval based the code required side yard setback of 15 feet; on an application for a permit to amend an located at 105 Krause Road,Mattituck,NY existing building permit#42432Z for addi- SCTM No 1000-122-5-8 eons and alterations to a single family 1:30 P.M. - WILLIAM GORMAN dwelling, at, 1) less than the code required #7303SE - (Adjourned from October 10, front yard setback of 35 feet,located at 2205 2019)Request for a Special Exception pursu- Bay Avenue, East Marion,NY SCTM No. ant to Article Ill, Section 280-13B(1), the 1000-31-17-6 applicant is requesting to convert a single 10:20 A.M. - ERIN STREETER #7344- family dwelling to a two-family dwelling; Request for Variances from Article iV,Sec- located,at 45805 NYS Route 25,Southold. tion 280-18 and the Building Inspector's May NY SCTM No 1000-75-2-14 10,2019,Notice of Disapproval based on an 1:40 P.M.-ELIAS AND JEANNINE KAS- application for a subdivision to re-create two SAPIDIS #7336 - Request for Variances previously legal lots merged by Town Law,at, from Article 111, Section 280-15, Article 1) proposed lot will be less than the code XXIII,Section 280-124,and the Building In- required minimum lot area of 40,000 sq.ft.,2) spector's April 1,2019,Amended November proposed lot will be less than the code re- 14,2019,Notice of Disapproval based on an quired minimum lot width of 150 feet; 3) application for a permit to demolish an exist- proposed lot will be less than the code re- ing dwelling and reconstruct a single family quired lot depth of 175 feet;located at 400& #0002420240 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Kimberly Gersic 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 11/28/2019 Principal Clerk Sworn to before me this -day of 4% 2 911STI\A V0LiNSiC� !OTARY PUBLIC-STATE OF NEW YORK No DIV06105050 Qualified in Suffolk County Commission Expires February 28,2020 BOARD MEMBERS �t®F SOUj�® Southold Town Hall Leslie Kanes Weisman,Chairperson �® 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �C®u ,� 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, DECEMBER 5, 2019 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, DECEMBER 5, 2019. 9:50 A.M. — TRACY PECK AND DAVID CORBETT #7340 — Request for a Variance from Article XXIII, Section 280-15 and the Building Inspector's June 14, 2019, Notice of Disapproval based on an application in conjunction with a building permit, #42259 to demolish an existing dwelling and construct a new single family dwelling; 1) existing accessory garage located in other than the code required rear yard; located at 1305 Sigsbee Road, Mattituck, NY. SCTM No. 1000-144-2-6. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov Dated: November 21, 2019 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 I JNING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.nortlifork.net November 4, 201,9 Re: Town Code Chapter 55 -Public Notices for Thursday, December 5, 2019 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before November 18th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your signed, sealed and stamped Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and mailing address'shown on the assessment rolls maintained by the Southold Town Assessors' Office. If-you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a 'mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement or during the hearing providing the returned letter to us as soon as possible; AND not later than November 25th : Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all-Notices. 2) Not Later ,November 26th : Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (it is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before December 3, 2019. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends i4CoTl ('.. E OF HEAR1i4 ('0i The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold : NAME : PECK, TRACY & CORBETT, DAVID # 7340 SCTM # : 11010 0 1 6 VARIANCE: LOCATION REQUEST: DEMOLISH DWELLING AND CONSTRUCT NEW ( BP#42259) LOCATION OF EXISTING ACCESSORY GARAGE DATE : THURS . , DEC . 5 , 2019 90m50 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . ZONING BOARD OF APPEALS-TOWN OF SOUTHOLD (631 ) 765-1809 ,-0 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of. MAILINGS (Name of Applicant/Owner) /---t)o,5 svz�yro, - \ SCTM No. 1000- 0—I"I 2 — VJ Address of Property) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (V�Agent residing at New York, being duly sworn, deposes and says that: On the - 1 5 day of�0��(�1� ;� , 20�� , I personally mailed at the United States Post Office in JQ410C� , ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (v� Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. A &� (Sign e) Sworn to before me this _ 5- day of 0VV 20 � r; �fMARGARET C RUTKOWSKI NOTARY PUBLIC,STATE OF NEW YORK (Notary Public) Registration No.01RU4982528 Qualified in Suffolk County My Commission Expires June 3 'dL C a PLEASE list on the back of this Affidavit or on a sheet of paper, the Io7numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. .MPLETETHIS SECTIONCOMP ETE THIS SECTION ON DELIVERY r. Sit gnatu ■ Complete iterhs 1,2,and 3.Y�--=—` ❑Agent I ■ Print your name and address on_the-reve se -, O•Addressee so that we can return the/carto you. ,,.,, C.Date of Delivery �!.� Ni Receid (Printed Name) f ( ■ Attach this card to the back il �nailpie e;. • t j it >:': or on the front if space,permits. =�-r D. Is delivery address different from item 17 ❑Yes Article Addressed to: =" ���'; If YES,enter delivery address below: ❑No ",TraceyJpseoh ,`'26 Greenway Ter Fore ;Hil1s,NY 11375 3. Service Type ❑Priority Marl Express@ y IIIIIIIII IIII III�IIIIIII IIIIIIII IIII IIIIIII III ❑Adult Signature Restricted Delivery ❑Registered Marl Restricted ❑Certified Marl@ Delivery 9590 9402 5397 9189 4395 53 ❑Certified Mail Restricted Delivery ❑Merchandrsept for ❑Collect on Delivery ❑Signature Confirmation?M ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation ransfer from service label) Restricted Delivery z_ ' 2. Article Number(T ❑Insured Mail - ❑Insured Mail Restricted Delivery ,^t (over$500) .!psi F.orm 3811,July 2015 PSN 7530 02-000-9053 t, Domestic,Return Receipt ; ��' i ii iiii i ` Is i ( •NIPLETE THIS • • DELIVERY X i�nature p ggent ■ Complete•items 1,2,and 3. _ > dressee ■ Print your game and address on the reverse: = ..j(,3 ;r( ate of Delivery i B. Received`by( rinted Name) so that we can return the card to you. B 1 ■ Attach this card to the back of the mailpiece;M•14,1,,or on the front if space permits. µ : _ D. Is delivery address different from i ? ❑Yes 1. Article Addressed to. If YES,enter delivery address below: [3 No Michael&Maureen Kelly 1450 Maureen 13:ane Mattituck,N 14952 3. Service Type ❑Priority Mall Express@ ❑Adult Signature ❑Registered Mailr"' II IIIIIII IIII IIIIIIIIIII IIIIIIII IIII III IIII III ❑Adult Signature Restricted Delivery ❑Delivery Mail Restricted ❑Certified Mail@ ❑Return Receipt for 7 9189 4395 15 (3 certified Mail Restricted Delivery Merchandise 9590 9402 539 ❑Collect on Delivery ❑Signature ConfirmationTM ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Insured Mal ,Restricted Delivery ❑Insured Mail Restricted Delivery- _ ,_l1 (over$500) - T D'omestic•Return;Fteceipt i PS Form 3811,Julyi2015 PSN 7530-02-000-9053 ••' TOWN OF SOUTHOLD ZONING BOARD OF APPEALS 4- 7340 SOUTHOOLD,1NEW YORK AFFIDAVIT OF In the Matter of the Application o£ POSTING �l C i b SCTM No. 1000- J y 9— 2- (Name of Applicants) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ��, � �Q:) residing at /,5®6, Sic ea- aA I�u C-�,- ,New York, being duly sworn, depose and say that: I am the M Owner or ( ) Agent for owner of the subject property On the day of Nr)y f Y} 201q, I personally placed the Town's Official Poster on subject property located at: 50115 3w� Lek - ffiGA � i W- , M indicating the date of hearing and nature of application footed thereon, securely upon subject property, located ten (10) feet or closer from the street or right-of-Way (driveway entrance) facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, which hearing date was shown to be a S, 213n n, IF. A, A (Owner Agent Signature) Sworn to before me this Day of 76�C-(2l'Y)b-r- , 20 BETSY A. PEHKINS Notary Public, State of New York i No. 01 PE6130636 otary Pub ' Qtaa:ifie d in Suffolk County / Comrrussson Expires July 18 * near the entrance or driveway entrance of property, as the area most visible to passerby L 8tti • ■ Complete items 1,2,and 3. A. 11 � f ■ Print your name and address on the reverse X [3 Agent l , so that we can return the card to you. ❑Addressee { ■ Attach this card to the back of the mailpiece,; B. R d by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes �T If YES,enter delivery address below: ❑No 930ff"MainRoadtLC f 805;SW Broadway Ste 2750 Portland,0R 97205 t 3. Service Type ❑Priority Mall Express® ❑Adult Signature ❑Registered MailTM IIIIIIII II I'll'II I I III ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted II I Illlll Illl ll I(IIII I ❑Certified Mali 0 Delivery 9590 9402 5397 9189 4394 92 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise l ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTm 2. Article Number ransfer from service label) ❑Insured Mail [3 Signature Confirmation ❑Insured Mad Restricted Delivery Restricted Delivery (over$500) PS Form 38.11,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE •N CONW11LEIT: THIS SECTION ON DELIVERY l Complete items 1,2,and 3. Si n ?A Print your name and address on the reverse Agent l � so that we can return the card to you. [3 Addressee ■ Attach this card to the back of the mailpiece, B• eceived rinted Name) C. Date of Delivery or on the front if space permits. Ov�( 1. Article Addressed to: D. Is d dress different from item 1? ❑Yes j Sl very address below: ❑No Ralph&Carol;Pahniotto h --2019 n 'f88 i�OV 2 0 PO Bo?0 i Mattittek NY 11952 d' 3.II 4� D Priority Mad Express@ I I IIII III ill I IIIIIII IIIIIIII I III I IIII I I ❑❑ R Adult El Registered Mail Adult Signature Restricted Delivery ❑Registered Mail Restricted 4 r ❑Certified Mad® Delivery l}i C ❑Certified Mail Restricted Delivery ❑Return Receipt for 9590 9402 5397 9189 4394 85 ❑Collect on Delivery Merchandise 2. Article Number ransfer from service label ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation"'" f ❑Insured Mad O Signature Confirmation i4+ ❑;Insured Mail Restricted Delivery •Restricted Delivery i 3 i F i j 4 i f f i i i i i i F i t t °(OVBY$500) i i i i it i• i i I PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I , COMPLETE • • • • EL I ■ Complete items 1,2,and 3. A. SI re j ■ Print your name and address on the reverse en so that we Can return the card to you, X Addressee ■ Attach this card to the back of the mailpiece; B. R eived by(Printed Name) Date of Delivery l or on the front if space permits. / .2 cZ_(� I. Article Addressed to: D. Is delivery address different from item 1? ❑ If YES,enter delivery address below: ❑No John•&Pia Schnaufer j 111 Yale Street Williston Park,NY 11596 II I IIIIII IIII III I IIIIIII IIIIIIII IIII I I I II I I III 11 Service Type El Priority Mad Express® ❑Adult Signature ❑Registered Ma11TM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 5397 9189 4395 08 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmatfonTM ❑Insured Mad ❑Signature Confirmation ❑Insured Mad Restrioted.Delivery Restricted Delivery (over$500) =1'. PS Form 3811,July, N 7530-02;000-9053 . w Domestic Return Receipt i i`• 2015 PS_ y , I CERTIFIEDu S. Postal Service o oRECEIPT •.mestic Mall • omestic Mail Only• Er Ln CIO 4 w jf s:- \' y 'gi i.;..y t?x; C'.•sti ;_r.st 1, ,.: ti ;•$ sx s Axq '.:;� � Certfied Mad Fee L..a � ra £ •••'� -� ��"�� t,�,,a 17' Certified Mail Fee �- $ Extra Services&Fees(check box,add fee as appropdate) so U.71 a �� $ • t ❑Return Receipt(hardcopY) $ `P Extra Services&Fees(check box,add/ee as'a = ✓� Q ❑Return Receipt(electronic) $ Post �� ❑Return Receipt(hardcopy) $ / C3 []Certified Mail Restricted Delivery $ Here C3 ❑Return Receipt(electronic) $ -Postmark 0 ❑Adult Signature Required $ p ❑Certdled Mail Restricted Delivery $ i !` Here ❑Adult Signature Restricted Delivery$ S "o E3 ❑Adult Signature Required $ Pow e' ' :(' � •at []Adult Signature Restricted Delivery$cr .ti � Postage C3 g -- — -� frl J 0d C3 SSE r� ro 9300 Main Road LLC o 805 SW Broadway Ste 2750 - -' a Felix&Linda Mule f Portland,OR 97205 I r� Little Neck,NY 11362-2429 '"""""'"" — t 25142 61St Ave :1 1teuctio PS Form 3 , 1 1 1 00 •I - r ,• „r•r. L or S. • • CE ■ oRECEIPT, ' • WAIL r-1 DoMeS tic,Mqil Orilk CO CERTIFIED O ■ ■ Ln frl •• • E • u7 ca ,►; I „ vrd iz .`•� '_,�.�:x :.a �'� i'•^ t° ;"• F"a'*` f (;. I'"�• F r� =:,'y Certified Mad Fee Ir �- $ Certified Marl Fee Fxtra Services&Fees(checkbox add leeas appropriateEr '\ r- ❑Return Receipt(hardcopy) $ ) $ � �ro appropriate) «r„ Extra Services&Fees(check ox,'i d fee as appropriate) O ❑Return Receipt(electronic) $ `a.� 6VC-�mark - rq ❑Return Receipt(hanloopy) $6f! ❑Certified Mall Restricted Delivery $ °`� �(.1e� � ❑Return Receipt(electronic) $ y" p 4: _ Postmark O tyK��'_ ❑Adult Signature Required $ p ❑Certified Mall Restricted Dell $ � ��5 Here O Adult Signature Restricted Delivery$ E'r � � � ❑Adult Signatureegwre ,Q. Postage ✓q� "�• O ❑Adult Signature Restricted D Er Postage'' f ftI � �a� t O — m aGallaghero o tti Kathrine Galla , 1 Michael&Maureen Kelly PO Box 15 -- ---_•- � Mattituck,NY 11952 �................. r� I450 Maureen Lane ---- ---- -- I rsefor instructions 1 Mattituck,NY 11952 M. r r• r•r•r. Postal ■ ® ° ■ ■ TM ru • Q" Ir ��l ®a • cc r-9 Certified Mail Fee �) r ..® £,as it 1• ' t iti;� a- t ro s , d i $ 3 20 r 9; ra t. � , Extra Services&Fees(checkbox,addfeeagapo pdata) Q, Certified Mail Fee ❑Return Receipt(hardcopy) $ \ _ / $ t_3 ❑Return Receipt(electronic) $ Postmark Extra Services&Fees(checkbox,add fee a ap pdateJ •-� C3 ❑Certified Melt Restricted Delivery $ Here rq ❑Return Receipt(hardcopy) $ O []Adult Signature Required $ C3 ❑Return Receipt(electronic) $ �° ark, [IAdult Signature Restricted Delivery$ r-3 ❑Certified Mail Restricted Delivery $ ErPostage 0 []Adult Signature Required $ ®� C3 ----—- Q ❑Adult Signature Restricted Delivery$ �+� %it ' M Er Postage r`° m -i-i- John&Pia Schnaufer Ej r-9a Ralph&Carol Pahniotto I `o 111 Yale Street ' - -- Williston Park NY 11596 ------------------ r%_ PO Box 988 �---- - ---------- • •r r • •r rr• •• Mattituck,NY 11952 :rrMal d_.jUiWg1=••. ' • TM • ,-� MA ILORECEIPT CERTIFIED (y �. ■ Ily p D. Q^ Ln CO . Y rq Certified Mad Fee Certified Mail Fee � $ 'Ir Extra Services$Fees(checkbox,edd lee appfgpdate) ��' $ I r ❑Return Receipt(hardoopy) $ j-,((r Extra Services&Fees(check box,add fee as appropriate) i O ❑Return Receipt(electronic) $ � ❑Return Receipt(hardcopy) postmark I p ❑Certified Mall Restricted Delivery $ ��<� P, ark, p Return Receipt(electronic) $ - Here )n 11 ❑Adult Signature Required $ O ❑Certified Mail Restricted Delvery $ ;;�� ''` ❑Adult Signature Restricted Delivery$ =`. p ❑Adult Sig nature Required $ - ` 0 _ ❑Adult Signature Restricted Delivery 1 107 postage )y�y postage —- (p — —-- - -�`f-1 p (� rZA, 1 M ` a Felix&Donna Mule k i - c/o Linda Mule _ _ _ p 26 Greenway Ter -- - - 118-18 Union Tpke Apt 12 E r Tracey JosephCO Forest Hills,NY 11375 Kew Gardens NY 11415 I I II l /I Of U BOARD MEMBERS SO �� Ty0 . Southold Town Hall Leslie Kanes Weisman,Chairperson h0 1p 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora y� Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTI,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 July 10, 2019 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 #7340 Owner/Applicant: Peck, Tracy/Corbett, David Action Requested: (in conjunction with building permit#42259) to demolish an existing dwelling and construct a new single family dwelling Within 500 feet of: ( ) State or County Road ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land (X) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, ' Leslie K. Weisman ZBA Ch rperson By: Encls. Survey/Site Plan: Michael K. Wicks Land Surveying, dated June 25, 2019 BOARD MEMBERS 0� so yo Southold Town Hall Leslie Kanes Weisman,Chairperson h0 1p 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p Town Annex/First Floor, Robert Lehnert,Jr. ,tea 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIN% Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 December 24, 2019 Patricia Moore, Esq. 51020 Main Road Southold,NY 11971 Re: ZBA Applications#7340 Peck/Corbett, 1305 Sigsbee Road, Mattituck SCTM No. 1000-144-2-6 Dear Mrs. Moore; Transmitted for your records is a copy of the Board's December 19, 2019 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions,please don't hesitate to contact our office. Sincer ly, Kim E. Fuentes Board Assistant Encl. cc: Building Department I � r REVISIONS: RECEIVED a JUL o -rs4 28'-0" Jos ZONING BOARD OF APPEALS 0 a U a � a� i � ^ STORAGE o, a z i O N ' cV Z a `V WORKSHOP `� O o ' u w U I ' GARAGE -------------------- 7'-11 1/2" O W� 28'-0" `�,��FtED qRc V) tn IN ff EXISTING FLOOR PLAN N a DRAWN MH/MS SCALE: 1/4" = V-0" �T� �2r y�3'r3`g� °� SCALE 1,4"=1_0" OP 1 y —tl' Fnday,June 14,2019 ~" SHEEP NUM'BEER• 2 •.. .. ..- 'i 12-3056 .�.L ��: ;j�- ✓..:ti.?� r}`��.,-��Ya%.;.•`. -7� wy�t _ __ 01-27-99- .m ae .•+.-. ..- _ _._- -".:- :p>`:.:..-^.5_':3+s.�;,-.�:.'""";.:':4i^ '�'. mk:'�.: �.: 0fi2"2 1 - - - --'.., ......:.�"•';`;':..:'37. :.r, ;,ca?...a:e`., ,-. 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