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Home My WebLink About6775 a, Loop 4,Eio64A- R�l C671�15�� 776 - lq'b'bsll 'Cj S 70 Eh /57/ t�G 6Ok)s k- oC 1 i ZIA) ,�0-f--'5 �P,VfOSi)), OOV-/G' BOARD MEMBERS �F $�Uj Southold Town Hall Leslie Kanes Weisman,Chairperson �� yQ01 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes #t Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �'Q i� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ��'ou ,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD AU 2"8d2 014a �i Tel.(631)765-1809•Fax(631)765-9064 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATIO MEETING OF AUGUST 21,2014 ZBA FILE#6775 NAME OF APPLICANT: North Fork Investors LLC. SCTM#1000-111-8-17 PROPERTY LOCATION: 3475 Wunneweta Road(corner Little Peconic Bay)Cutchogue,NY 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 not required to be referred to Suffolk County under the Suffolk County Administrative Code Sections A 14-14 to 23. 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 property is a conforming 1.043 acre parcel located in an R-40 zone. It is improved with a 1 '/2 story dwelling. The property is an irregularly shaped lot with two front yards. It has 248.56 feet of frontage on Wunneweta Road, 138.05 feet on Little Peconic Bay Road, 225.04 feet on the East side, and 262.70 feet on the North side. As shown on the survey dated June 4, 2013, last revised August 12, 2013 prepared by John T. Metzger, LLS. BASIS OF APPLICATION: Request for Variance from Article IV Section 280-18 (Bulk Schedule) and the Building Inspector's June 25, 2014 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; ; 1) less than code required single side yard setback of 15 feet. RELIEF REQUESTED: The applicant requests a variance make additions and alterations that will result in a side yard setback of+/- 12 feet after construction. Code requires a side yard setback of 15 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 7, 2014 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: Page 2 of 3—August 21,2014 ZBA#6775—North Fork Investors,LLC SCTM#1000-111-8-17 1. Town Law 4267-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 neighborhood consists of single family homes many of which are two stories. The existing 1 '/2 story dwelling has an existing 11.9 foot side yard setback. It is well vegetated with mature trees as is the adjoining properties. The proposed construction will maintain the existing setback. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing home has a non-conforming set back. The additions and alterations will not increase the non-conformity. Granting of the variance is the only reasonable way to allow the applicant to make additions and alterations to this existing structure. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 20%relief from the code. However,the existing non-conformity will not be increased and one and a half and two story homes are typical in this neighborhood. 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 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story 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 Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for, and shown on the survey by John T. Metzger L.L.S. dated June 4, 2013 and certified August 12,2013 and Architectural plans by Robert J. Gruber dated June 5, 2014 and labeled 1-5. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3—August 21,2014 ZBA#6775—North Fork Investors,LLC SCTM#1000-111-8-17 Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). • j'L�j/JL Leslie Kanes Weisman Chairperson Approved for filing 6 /2014 GENERAL NOTES: REFERENCE STANDARD FOR DESIGN OF STRUCTURE CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA- NYS CODE TABLE R301.2(1) HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTALL (P 16" ON CENTER ) 1) AMERICAN FOREST AND PAPER ASSOCIATION (AF d PA) 2001 EDITION GROUND I WIND SEISMIC SUBJECT TO DAMAGE FROM 1,2 WINTER ICE SHIELD RIDGE NOTE: BEAM AND I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL GODS WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SNOW ME51GN DESIGN UNDERLAY- FLOOD AIR OF NEW YORK STATE, 2010 EDITION. FROST LINE TEMP. ? MENT HAZARDS h FREEZING BEAM AND 16" MIN. USE "CH RAT G520 COIL STRAP �M STRAP 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE APPLICABLE TRADES. 8301.4 DEAD LOAD. THE ACTUAL WEIGIHTS OF MATERIALS AND LOAD SPEED a (mph) CATEGORY g WEATHERING a DEPTH b TERMITE c DECAY d STRAP cam. REQUIRED INDEX (I) ® EACH RAFTER 16" O.G. SEE 16" MIN. 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY GONTRAGTOR PRIOR TO ORDERING MATERIALS OR DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD MODERATE SLIGHT TO WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE 20 P.S.F. 120 M.P.H. G SEVERE 3'-O" II REQUIRED N/A 599 TABLE FOR GONNEGTION COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING, NOTIFY FLOOR EQUIPMENT. TO HEAVY MODERATE ��.�• ° REQUIREMENTS �\�. ° ARCHITECT OF CONFLICTS. 8301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE o. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR 6RADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL : \b ° ° �b ° LIVE LOAD `0 lb. LOAD SHALL Bio Ars PROVIDED IN TABLE 830115. REQUIREMENTS OF THIS GODS.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX(i.e. "NE6LI61BLE"OR ° 4. ALL CONCRETE SHALL BE MINIMUM Fc= 3,000 P51 STRENGTH AT 28 DAY TEST. DEAD LOAD to Ib. _ SEVERE")FOR CONCRETE A5 DETERMINED FROM THE WEATHERING PROBABILITY MAP[FIGURE 8301.2(5)].THE GRADE OF MASONRY r ° ° ° , oa (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM Fc= 3,500 PSI STRENGTH AT 28 DAY TABLE R301.4 UNITS SHALL BE DETERMINED FROM ASTM G 34,G 55,C62,G•T3,C 90,C 129,C 216 OR G 652. ° °°° o" TOTAL LOAD = 5o Ib. MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS b. THE FRO5T LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R409.1(1).THE JURISDICTION SHALL FILL IN THE LSTA21 I-.. RIDGE NOTE:TEST.) FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. LSTA21 0 I.- AT CATHEDRAL CEILING USE 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 5,000 L.B. PER ROOF (IN POUNDS PER SQUARE FOOT) C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY TO HEAVY TO MODERATE,"OR "NONE TO SLIGHT"' IN o "SIMPSON" L55112I0 HANGEI-< S.F. GROUND SNOW LOAD 45 Ib. --USE LIVE LOAD ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WEATHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. 0 EACH RAFTER 16" O.G. SE=E 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH N.Y.S. AND LOCAL CODES. DEAD LOAD 10 Ib. EXTERIOR BALCONIES 60 -1. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. WIND LOAD 10 Ib. DECKS a 40 d. THE JR ACCORDANCE NI SHALL FILL 01 THIS PART OF THE TABLE WITH "MODERATE TO SERVER TO MODERATE "NONE . SLIGHT" IN TABLE 6A FOR CONNECTION AGGORDANGE WITH FIGURE 83012(1)DEPENDING ON WEATHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. REQUIREMENTS 5E15MIG PA6SEN6tR VEHICLES GARAGES a 50 a e. THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE 5. ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fb=B 75 P.S.I. UNLESS OTHERWISE NOTED. ATTICS WITHoUT STORAGE b 10 ) - 1. ALL STRUCTURAL HEADERS TO BE (2) 2"xs" UNLESS OTHERWISE NOTED. GA'TEGORY "C" (EXEMPT ATTICS WITH LIMITED STORAGE gb 20 R30L2(4)].WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION 8301.2.1.4. o BASED ON RESIDENTIAL ROOMS OTHt:B THAN SLEEPING ROOMS 40 f. REFER TO TABLE NIIOI2, "WINTER DESIGN DRY-BULB TEMPERATURE"COLUMN. ° RAFTER TO WALL DETAIL ( INSTALL 16" ON CENTER ) 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, P05T5 AND AROUND ALL OPENINGS. GORE OF "NEW YORK STATE" 5LEEPING ROOMS 30 9. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN GATE60RY DETERMINED FROM SECTION 8301.22.1. 0 11. ALL HVAC EQUIPMENT SHALL MEET REGIUIREMENTS OF THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION SECTION R3012.2 (SEISMIC STAIRS 40 c h. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(a)THE DATE OF T14E JURISDICTION'S ENTRY INTO THE NATIONAL GODS REQUIREMENTS. PROVISIONS) GUARDRAILS AND HANDRAILS d 200 I GUARDRAIL$ IN-FILL COMPONENTS f 50 1 FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER N.Y.S. CODE SECTION 8310.1.1 MIN. 5 S,F. OPENING - FIRE ESCAPES AREAS),(b)THE DATE(5)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY SINGLE STRAP APPLICATION ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEIGHT, 5.1 S.F. ON THE 2nd FLOOR, AND HAVE A SILL SE MAY BE AMENDED. 1. SEE FIGURE AMENDS)FOR GROUND SNOW LOADS. (MULTIPLES MAY BE USED) ° TOP PLATE TO STUD HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. A.ELEVATED 6ARASE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD,APPLIED OVER A 0= USE "SIMPSON" HIOS TIE 20-SQUARE-INCH AREA. n B.APPLIES TO ATTIC SPACES MEBT'IN6 THE REQUIREMENTS IN SECTION 8802.41-FOR CONVENTIONAL GEILIN6 JOISTS AND "SIMPSON" O° o° W/(8) 8d COMMON 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. SECTION R602.10.1 FOR TRUSSES.ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAX4-IUM CLEAR HEIGHT BETWEEN 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS THAN 60 JOIST AND RAFTER 15 LESS THAN 42 INCHES,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH THE SAME USE • LOPS 5/8" BEARING o°°°° NAILS ® EACH RAFTER, W®CONFI6l1RATION CAPABLE OF CONTAINING A RECTAN6Lt-42 INCHES HIGH BY 2 FEET HIDE,OR GREATER,LOCATED ABOVE FINISH FLOOR AS PER NEW YORK STATE RESIDENTIAL GORE SECTION R-505 d R-308.4(1). WITHIN THE PLANE OF THE TRUSS.FOR ATTICS WITHOUT STORA,S&.,THIS LIVE LOAD NEED NCrr BE ASSUMED TO ACT PLATES AT rraGH CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. r oo° TOP PLATES STUDS 15. GLAZING SHALL CONFORM TO NEW YORK STATE RESIDENTIAL GORE SECTION R-305 4 R-308.4(1. THRU II.). G.INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIpOtiMLY DISTRIeurED LIvE LOAD OR A SOO FOUND ANCHOR 80L-T. °°° Gr1110ENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE I STRESSES. °o INCHES,WHICHEVER PRODUCE S THE GREATER STI?__-- °°o D.A 71N&LE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TQP. ,. ' E.SEE SECTION R5022L FOR DECKS ATTACHED TO EXTERIOR WALLS. GIRDER CONNECTION TO 18 GAGE 11/4"x24" MIN. T".11 F.&UARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL,),BALUSTERS AND PANEL IFILLERS SHALL BE DE516NED To Table 3.1 Nailing Schedule ( 2001 AF & PA ) WFCM WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 5MARE FOOT.THIS LOAD PIPE COLUMN (INSTALL ® EACH COLUMN) STRAP TO TIE DOWN STUD TO ;. �! Nsea NOT BE ASSUMED TO aer CONCURRENTLY WITH ANY oTHEh LIVE LOAD REQUIREMENTr. SILL PLATE TO FOUNDATION. ,;;1� 6.AP LIES TO ATTIC SPACES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTfE B.SEE SECTION RB02.42 FOR STUD TO BAND JOIST TO STUD DETAIL (INSTALL I6° o.G.) CONVENTIONAL GEILIN6 J015T5 AND SECTION 8502.10.6 FOR ThU55E5,FOR ATTICS WITH!LIMITED STORAGE AND Number of Number of C.08STRUCTED WITH TRUSSES,THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PoRTIONIS OF THE BOTTOM CHORD OF :I NOT LESS THAN TWO ADJACENT TRUSSES WITH THE SAME MM CONFIGURATION CONTAININSY A RECTANGLE 42 INCHES -- Joint Description Common Nails Box Nails Nall Spacing (1067 MM)HIGH OR GREATER BY:2 FEET(610 MM)WIDE OR GREATER,LOCATED WITHIN THE PLANE OF THE TRUSS.THE Ff „ REGTAN&LE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM of A1NY OTHER TRUSS MEMBER, + 1. d t tr 4, r r,, .;. �i. &' �`+fi i 'i PROVIDED THAT EACH OF THE FOLLOWING CRITERIA I5 MET, FLOOR JOIST BRIDGING It, i`i i,i ;;i,%; 4 :'14:,xi. !:t +a.- .}n-1�170F n?r,,,� . ,�a H � r:.b:.,,'• :._iii .S , -.,.-i 4-a... I THE AREA 15 ACCESSIBLE BY A PULL-DOWN 5TAI Y OR FRAMED OPENING IN ACCORDANCE WITH SECTION L T � ATTIC A RrLy OUT Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter 801.1,AND ENG H USe every other nail hole 172 a r0 W t see Table 3.4A see Table 3.4A perjoist 2.THE TRUSS SHALL HAVES BOTTOM CHORD PITCH LESS TLiAN 2,12, provide the Gode-required minimum Ceiling Joist to Top Plate (Toe-nailed) ( ) ( ) P 1 H.ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM'LIVE LOAD SPECIFIED FOR Ib" Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3:9A) each lap SLEEPING ROOMS. MIN. center-to-center spacing for nails Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap L &LAZING USED IN HANDRAIL ASSEMBLIES AND GUARD' SHALL BE pE516NED WITH A SAFETTY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED TO EACH of THE CONCENTRATEb LOADS APPLIED TO THE TO2r OF THE RAIL,AND TO THE „6, Collar Tie to Rafter {Face-nailed) (see Table 3.6A (see Table 3.6A per tie LOAD ON THE INFILL COMPONENTS.THESE LOADS 5HALL BE ) ) DQTERMINED INDEPENDENT OW ONE ANOTHER,AND LOADS Blocking t Rafter{Toe-nailed) 2-Sd 2-lOd ' each end ARE ASSUMED NOT TO OGGUR WITH ANY OTHER LIVE LOAD. Rim Board to Rafter(End-nailed) 2-16d 3-164 each end NAILING REQUIMENTS FOR ASPHALT I I/4 x20 GAGE 520 ;.:, -_" ,__A-.' � . Gr:. i �t rl r-i fi r: e e f, s R AJI� CLEAR I 1/ "SIMPSON" G n G':..,:. ;'i,ti., : i:.._5 :WAT�LFRA1)(N -",1:, N WFGM WOOD GIRDER ON A 4"x6"xl/4" SPA per foot ROOF SHINGLES STEEL BEARING PLATE ON A GALV COIL STRAP Top Plate to Top Plate (Face-nailed) 2-lbd' 2-f6d' P Br SED ON "RESIDENTIAL GORE OF NEW YORK STATE" TA)3LE 3.(,A RIDGE TENSION STRAP TABLE 3.6 RIDCOE CONN. 3 1/2" DIAMETER STEEL COLUMN To Plates at intersections (Face-nailed 4-16d 5-16d joints-each side W/ (�)-I Od COMMON P ) SECTION - R105 (REQUIRMENT FOR ROOF GOVEkING) GONNEGTION REQUIREMENTS REQ'T'S FOR WIND Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. _ NAILS ® EACH END l6d 16d 16'c.c.along edges FASTEST MILE FASTEST MILE Header to Header(Face-nailed) R105.2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES WIWSPEED PH WIWSPPFD (MPH) "SIMPSON" TYPICAL OF STRAP Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA) (see Table 3.SA) per stud SHALL BE GALVANIZED STEEL, STAINLESS STZE[_, ALUMINUM ) NO INSTALLATION 16" OR COPPER ROOFING NAILS, MINIMUM 12 GAGt- LO.1O5 TIO 124 0 FI Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-16d'� 2-16d'r per foot INCH(2.61 mm)] SHANK WITH A MINIMUM 3/8-INCH (1.5 mm) NUMMR pF gp NUMBER 6F Sp FLOOR JO15 T MIN. �/8" Provide minimum end distance Blocking (Face-nailed) DIAMETER HEAD, ASTM F 1661, OF A LENGTH 70 PENETRATE R00P 6a&"MALS M EA GGt,"NAL5 IN EA INTALL CROSS BRIDGE MIN. 8'-O" THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 R06F SPAN EW OF 1 1/4"x20 EW Cr I 1/,4"x20 O.G. Ecpcil number of specified s,.: ,_, � t w til ). t` ,' PITGIi nails in each end I„ ; ; t'41, x�,x?`,"'y #�UORFRAIVIINC Ter }.;, s Y I'_ ° INCH (Iq.l mm) INTO THE ROOF SHEATHING. WHEN THE ROOF (FEET) 6AUC�E STRAI'u��ssa 6AlXE STRAP Is, .w Joist to Sill,Top Plate or Girder (Toe-nailed) 4-8d 4-lOd per joist SHEATHING 05 LESS THAN 5/4 INCH (11.1 mm) THICK, THE 12 2 Z NO 224 Bridging to Joist (Toe-nailed) 2-8d 2-10d each end FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. .."S'. ° Blocking to Joist(Toe-nailed) 2-8d 2-10d each end FASTENERS SHALL COMPLY WITH ASTM F 166 f, 2A 3 4 254 3 STUD TO SILL PLATE @SLAB DETAIIL ( INSTALL ® I�" ON CENTER ) STUD TO SILL PLATE DETAIL ( INSTALL 16" ON CENTER ) Blocking to Sill or Top Plate(Toe-nailed) . 3-16d 4-16d each block RC105.2.6 ATTACHMENT, ASPHALT 5HINGLES SHALL HAVE 3:12 24 3 4 353 447 Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE 28 4 5 412 522 Joist on Ledger to Beam(Toe-nailed) 3.8d 3-lOd per joist MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT 32 4 5 471 597 USE "SIMPSON" Band Joist to Joist(End-nailed) 3-16d 446d per joist SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LE-55 36 5 6 529 (071 STEEL GIRDER ON A 3/8" STEEL 6520 Band.foist to Sill or Top Plate(Toe-nailed) 2-16d', 1-164. per foot THNN FOUR FASTENERS PER STRIPS 5HINGLE OR TWO 12 2 2 145 183 MOUNTING PLATE w/(4) I/2" „ t, � � Use every other Hall hole in a TCW t0 :: . .; :'.+>w M,: I VIDUAL SHINGLE. WHERE H 2 2 193 244 DIAMETER BOLTS ON A 3 1/2° USE "SIMPSON" Use every other Hall hole In a row to I I/4 x20 GAGE = z provide the code-required minimum ::::..,...,..:.... ...- ., ..:,.>.........,a:,,...,,.n;:,.,. .,.,.:.,.,:.,.:,,...,,;,,!:,..r w s t:-, ., 111,1..:.. .. J.. F,:STENERS PER NDI Y E ROOF I6 „ x0 ,r.�:.c',,t;.:,, .. ,t.) . :. . .�.s.:.1•. Xt,,�t. ]F,a DIAMETER STEEL COLUMN -y . i''�. : ::: l :..- k ,. �tco� >�Ara�tG r,,,,,: ,;:„, I,,,,,„ ...:..,.,.,,,4, �•- "art. . • UNI 3 242 305 GSI S I I/4 xl8 GAGE provide the code-re ulred minimum GALV. COIL center-to-centers Acta for Halls ;;;_,-.,:.'cttualPanels' Sai.,:;.:,:,. {Lr,a;:l.. :.•....:.,...e <. Sl-t.PE EXCEEDS 20 UNITS VERTICAL IN 12 75 20 2 g� 8d 10d (see Table 3.10) HORIZONTAL (20:12), SPECIAL METHODS OF FASTENING ARE 4:12 24 3 3 290 366 GALV. COIL STRAP z_ center-to-center spacing fog nails STRAP 1 Diagonal Board Sheathing REau1RED. n 3 4 3S 458 w/ W-IOd 1/2" T_ W/ CV-8d I/2" USE "51MP50N" 1"z6"ort"x8" 2-8d 2-10d per support EXCEPTION: ASPHALT STRIP SHINGLES SHALL HAVE A 32 4 4 _ BP5 5 1"x10"or wider 3-8d j-10d per support MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE 36 4 5 435 549 ill , ' NAILS 4 EACH END NAILS (P EACH END 3x3 L /8 ::. ,.,, ,:�,y "�:,.>u r 0 4 - GONGRET. SLAB OF STRAP 16" O.G. - LA Poor- 15 IN ONE OF THE FOLLOWING GATEG FI Illi ww?,. i,.,.r,,. _.� „ ,, .r.-(i a "y 1,. L. :}•,:I; PRIES BEARING PLATES k t. t a, ,-1111 1, T i,..1 12 I 2 114 14 OF STRAP 16" O.G. 5 R P �.. , > � I,.,, ,.t•::;4: t.: � r�t.4e :.t..nr, �.. .tk��,.N`t,u�/a•. 1. - � � EACH 5 5 DIA. I,sJ ��, }• •r u .1'' : i$r + ' i s,,{'�,�, �1'+( It.IA1�,SiSLfA res&� ` T k: THE BA51G WIND SPEED PER FIGURE R$OI 4 15 110 - / .' 2( ) I6 2 2 152 192 "ed e/10"fieldY MILES PER HOUR (111 km/h) OR GREAT$R AND THE Gypsum Wallboard Sd coolers Sd coolers 7 g 20 2 2 190 239 SAVE 15 R FEET (b0g6 mm) OR HIGHER ABOVE USE 51 MF50N .. X 8" DEEP M I N r-r�-- u. tit a, 5:2 24 2 3 228 287 �i n n ^ra a "i.f" _,� t`t;, . GRADE. 3x3 LES 5 5/8 ANCHOR BOLTS '� ia, •`Li�+ r k :� ,i.'...:' t rf'we')�' ;'<.' .'iRY11,I,i��1��i11ll,V�; 'Y: if'',. }} .X r.t ,,v 4[dF 4 r:•vk•fir :�,. ..:� a.r,. I , .,.,, , 1� , .n : 1e 3.11 28 3 q 3a BEARING ?L,^-,TES 'i_,'' SP,4GED 3'-O" O.C. 2. THE BASIC WIND SPEED PER FIGURE 8$01.2(4) 15 """'" I 8d 1 Od (see Tab ) 32 Structural Panels 120 MILES PER HOUR (Iq3 km/h) OR Gf?ZI`ATER, • �� _ Fiberboard Panels 3(0 3 4 341 431 @ EACH`'� b DIA. \` 7/16„ 6d' - 3"edge/6"field 3. SPECIAL WIND ZONES PER FIGURE 8301.2(4). 1. �� A5 PER .2001 EDITION ill 25/32" gda - 3"edge/6"field 8105.2.1.1 ICE PROTECTION. IN AREAS WHERE THE AVERAGE 12 I I. 103 130 x 8 DE�t MIN CONCRETE MINIMUM OF WFGM TABLE 3.2A 16 2 2 138 173 CONCRETE MINIMUM DAILY TEMPERATURE IN JANUARY 15 25jF (-4%8C) OR 20 2 2 172 216 ANCHOR BOLT5 FG=3,000 PSI Sd coolers Sd coolers T'edge/10"field LESSOR WHEN TABLE R501.2(I) CRITERIA SO DESIGNATES, " Fe= 3 000 P51 SPACED 5'-O" O.G. STRENGTH AT 28 Gypsum Wallboard 6:12 �} 2 3 2lT! 260 SIMPSON' TYPICAL LGG5.25-3.5 r Hardboard 8d 8d (see Table 3.11) AN ICE BARRIER THAT CONSISTS OF A LEAST TWO LAYERS 28 2 3 241 303 INSTALLATION CONNECTING A 5 STRENGTH AT 28 AS PER 2001 EDITION Particleboard Panels 8d 8d (see manufacturer) OF UNDERLAYMENT CEMENTED TOGETHER OR O1'-' A '1L 3 3 276 346 PLY LVL AND A 5 1/2" DIAMETER DAYS DAYS. SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL 36 3 4 310 389 5TEEL COLUMN OF WFGM TABLE 3.2A Diagonal Board Sheathing BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND I 1"x6"or I"x8" 2-8d 2-10d per support FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES 12 I 1 97 122 1"x10"or wider 3-8d 3-10d per support (bio mm) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 16 2 2 130 102- 1 62 1nT :,.,.. :,..:.; ; ;T- :-1111. ,4, ��, : -3: 2O i i i94 2z SHEAR WALL SEGMENT DETAIL : FL O1tSHEA Nri,,;.faU;;-, . ., :,,.... . ._ 1111 ._s ....,..r=.:,. Rp�5212 UNRERLAYMENT AND HIGH WIND. UNDIZRLAYMENT 712 I 12 24 N.T.S. PER WFGM FIG. 1.5 SEG. 3.4.4.2 +i�. .�J'3..of 4 ./i...'��.. ., :I,!.. f '.:. .r-., l4 q: r_ ,y 1,l' I. StructuralPanels APPLIED IN AREA5 SUBJECT TO HIGH WINDS [RATER THAN n 2 3 227 284 CANTILEVER OVER FOUNDATION (INSTAL!. @ 16" o.G.) CANTILEVER OVER 1st FLOOR (INSTALL @ 16" o.G.) 1'or less 8d 10d 6"edge/12"field 110 mph Wi-tkm/h) PER FIGURE 8301.2(4)] SHALL, BE APPLIED 32 3 3 259 'W MIMIMUM SHEAR WALL SEGMENT greater than V 10d 16d 6"edge/6"field WITH GORROSIN-RESISTANT FASTENERS IN ACCORDANCE 36 3 3 292 365 L SIZE ASPECT RATIO: H/L < 3 I/2" Diagonal Board Sheathing WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. I. TABULATED eINNEerION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MIMS 2/s OF THE "SIMPSON" USE "SIMPSON" 1"x6"or 1"x8" 2-8d 2-10d per support Fr,STENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT ROOF ASSEMBLY DEAD LOAD(2/S x I0 F*0- WALL HT (H) SEGMENT WIDTH (W) USE _ ]"x10"or wider 3-8d 3-10d per support FARTHER APART THAN 36 INCHES (ql4 mm) ON CENTER. 2. v�u-Bti THE TABULATED NIJhBER OF NAILS BQUIRm IN EACH AND of THE STRAP Is eauAl TO _ 8'-I" 2'-4" I I/4"x20 GAGE USE R-38 BATT I 14x20 GAGE USE R-38 BATT I AND FRAMING 15 ATTACHED IN ACCORDANCE WITH TABLE 9.1,THE RIDGE STRAP AND 1,_1 n 2r-872 Nailin re uirements are based on wall sheathing nailed 6 inches on-center at the panel edge.if wall sheathing is nailed 3 inches on-center at the R105.2.6 FLASHING. FLASHING FOR ASPHALT SHINGLES ADDITIONAL NAILINb is NOT REQUIRED. GALV. STRAP 6 - F INSULATION OVER OUT G LV. STRAP 16" INSULATION OVER OUT Nailing q 9. WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP,THE NUMBER OF IOd COMMON N IO'-I" 5'-O° MIN. panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear SHALL COMPLY WITH THIS SECTION. NAILS REQUIRED IN EACH END OF THE eoLLAR TIE NEED NOT EXCt D THE TABULATED W/ 5-Sd COMMON 5I DE I R W/ 5-Sd COMMON MIN. - SIDE AIR plates,shall be used to maintain the load path. Ra05 2 8 I BA5E AND GAP FLASHING BASE AND GAP TABULAumSERTED OF Ad NAILS IN STEEL STRIP. H 5z_1 r r When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot; rL,ASHING SHALL BE INSTALLED IN ACCORDANCE WITH 4 DIFFERENT RIDeE STRAP SPAC N6s ION RE0ujREr,-tENTS TIPPLLYTHE TABULAITED VALUES STRAP TME AGINS,FOR NAILS I N EACH N S G ' Corrosion resistant.1l gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. IANUFAGTURER'S INSTALLATION INSTRUGTION3, BASE APPROPRIATE MULTIPLIER EeLOW.IF THE NUMBER OF NAILS IN EACH AND OF EACH RIDGE END @ 16" C.C. USE °SIMP:' :%N° END @ I6" O.G• "INISHING SHALL BE OF EITHER GOR80510N- STRAP FJCGEED9 e,SPECIAL CONNECTION HARDWARE 19 REQUIRED. USE "SIMPSON" I I/4"X20 L:' ,r.,:rL USE "SIMP50N'' RE515TANT 5. TABULATED LENGTH REQUIREMt NT AssurB A MEAN ROOF HEIGHT OF 93 FEET.FOR MEAN HDU2 HOLD DOWN GALV. 5Ti<..t+O s " ' (\`/y\�\l\/\/` ' � " -1 ` METAL OF MINIMUM NOMINAL 0.011-INCH (0.483 mm) ROOF HEIGHTS OF 15 FEET OR LESS,THE TABULATED VALLIS SHALL BE PERMITTED TO BE ( `, JJ:�,4 YJ I I/4 X2G) C7;%o- ROOF SHEATHING NOTE: THIGKNE55 OR MINERAL SURFACE ROLL ROOFING WEIGHING MULTIPLIED BY 0.80. w/ 55TB16 ANCHOR BOLT w/ 5-Sd CUi-1MON A MINIMUM OF 11 POUNDS PER 100 SQUARE FEtET (5,16 k9/m RIDGE STRAP SPACING(in) 12 16 I92 24 48 -12 61 GALV. STRAP (GAN USE IOd BOX NAILS A5 INTERIOIR ZONE- Ib" ON-CENTER RAFTER/TRUSS SPACING )GAP FLASHING SHALL BE GORR0510N8E515TANT METAL OF NAILS TO FLOOR JOIST w/ 5-8d COMMON ALTERNATIVE) MINIMUM NOMINAL 0.011-INCH (0.483mm) THIGKNE55. MULTIPLIER Loo Ess L6o Soo coo 600 2" BLOCK FURRING1__2`i-O- 2" BLOCK FURRING NAILS IN EACH NAIL SPACING - PANEL EDGE- 8d COMMON a 6" ON-CENTER FOR INSULATION MAX 2-8d COMMON NAIL SPAGIN6 - INTERMEDMIATE SUPPORT- 8d GOMMOM® 12" ON 8105.2.8.2 VALLEYS. VALLEYS LININGS SHALL 8E FOR INSULATION �-O- MAX END C, 16" O.G. PERIMETER EDGE ZONE- I6" ON-CENTER RAFTER/TRUSS 5PAGING INSTALLED IN ACCORDANCE WITH MANUFAGTURER'5 TABLE 3.9A - RAFTER/ CEILING JOIST HEEL JOINT CONNECTION NAILS TO ��ILL PLATE INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. REQUIREMENTS 20 psf ROOF LIVE LOAD NAIL SPAGIN6 - PANEL EDGE- 8d COMMON a 6" ON-CENTER VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE NAIL 5PAGING - INTERMEDMIATE SUPPORT - ad COMMOM a 6" ON-CENTER PERMITTED: Poor SPAN(ft) ROOF SPAN(ft) DECK DETAILS (NOTE USE TRIPLE ZING CONNECTORS) I. FOR OPEN VALLEY (VALLEY LINING EXPOSED) I/2" CDX PLYWOOD SHEATHING 12 24 36 12 24 36 „ LINED WITH METAL, THE VALLEY LINING, SHALL BE EXTERIOR w/Sd NAILS @ 6 CO. WALL SHEATHING NOTE: AT LEAST 24 INCHES (610 mm) HIDE AND LINING REQUIRED NUMBER OF REQUIRED CAPACITY OF EDGES $ 12" O.G. IN THE FIELD. -fE AND OF ANY OF THE CORROSION-RESISTANT RAFTER RAFTER Ibd COMMON NAIL PER HEEL HEEL JOINT CONNECTION LP (GAN USE IOd BOX NAILS AS INTERIOIR ZONE- 16" ON-CENTER STUD 5PAGING METALS IN TABLE 8105.2.8.2. SLOPE SPAGIN6 (In.) JOINT SPICE IASAA (Ibs) Ias,a,5 -RAILING ALTERNATIVE) 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES I/2" GYP BD. INTERIOR w/ 5d NAIL SPACING - PANEL EDGE- 8d COMMON 6 b" ON-CENTER OF MINERAL SURFACE ROLL ROOFING COMPLYING °m° NAIL SPAGIN6 - INTERMEDMIATE SUPPORT- ad GOMMOM a 12" ON-CENTER WITH A5TM D 241, SHALL BE PERMITTED, THE I2 4 1 10 360 -1'20 1000 COOLER NAILS 7" O.G. EDGE • BOTTOM LAYER SHALL BE 15 INCHES (451 mm) AND 3:12 16 5 el 13 400 960 1440 t o • s \ 4" EDGE ZONE- 16" ON-CENTER STUD SPACING 24 1 13 19 •120 1440 2160 IO O.G. IN THE FIELD. °°m° o THE TOP LAYER A MINIMUM OF 56 INCHES (ell4mm) POST NAIL 5PAGING - PANEL EDGE- 8d COMMON a 6" ON-CENTER HIDE' NAIL SPAGIN6 - INTERMEDMIATE SUPPORT- 8d GOMMOM® 6" ON-CENTER 3. FOR CLOSED VALLEYS (VALLEY GOVEp WITH 12 3 5 0 2"10 540 010 ,0 4:12 16 4 1 10 360 '120 1000 5HINGLES), VALLEY LINING OF ONE PLY OF SMOOTH 24 5 10 15 540 1060 1620 2'MINIMu ROLL ROOFING COMPLYING WITH ASTM 1J 224 TYPE StDEcovEq I, TABLE 8301.7 II OR TYPE III AND AT LEAST 36 INGHS (114 mm) 12 3 4 6 216 432 646 I1. Simpson �•Tong-Tie I. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS'•°,` WIDE OR VALLEY LINING A5 DESGRIBI-D IN ITEMS 1 5:12 16 3 6 0 200 516 064 • �4�. �., ALLOWABLE 24 4 0 I2 432 664 1296 4.'1'F'., L]"'° D T STRUCTURAL MEtv7I DEFLECTION AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING WITH A5TM V 1110 MAY )11 � '' Slmpson Strong-Tie MEF COMPLIANCE STATEMENT Rafteishavingslopesgreaterthan3�12withno L/1872 BE USED IN LIEU OF THE LINING MATERIAL. 12 3 3 5 154 309 463 Simpson Strong-Tie PG THE PROPOSED HEATING, PLUMBING AND ELECTRICAL Gnishedceilinoattached[orafters 1;12 I6 3 4 6 206 411 611 Ltieribrwallsand ariitions w180 TABLE 8905.2.8.2 24 3 6 9 309 bIT 926 ABU 44 SYSTEMS SHALL BE CAPABLE OF HANDLING THE LOADS Floors and plasteredceilines L/360 VALLEY LINING MATERIAL I2 3 3 4 Ito 240 360 OF THE PROPOSED HOUSE., AND SHALL CONFORM All other structural inernbers U240 9:I2 I6 3 3 5 160 320 40o Simpson Sbtrong-Tie MINIMUM 24 3 5 1 240 480 -120 DBTI � / TO RESIDENTIAL CODE OF N.Y.S., THE MECHANICAL Exterior walls with lasierorstucco fnish 11/360 THICKNESS WEIGHT " " q GODS OF NY STATE, CHAPTERS 12 THR) 24, THE PLUMBING Exleriorwalls-wind loads with brittle finishes U240 MATERIAL (Inches) GAGE (pounds) I2 3 3 3 90 160 21O USE SIMP50N -AkR - A FINAL MAP I GORE OF NY STATE, CHAPTERS 25 THRU 32, THE ELEGTRIGAL Exleriorwalls-niudloads°,vilhllexiblelinishes Ulzo _ _ 12''2 I6 3 B 4 Ito 240 360 HDU2 HOLD DOWN COPPER I 24 3 4 5 180 360 540 W/ 5/8" TREADED ROD CODE OF NY STATE, CHAPTERS 53 THRU 42. NOTE:L=spnn length,11=span height. _ - e____ REVIEWED a.Thewindlotolshallbepermitlediobetake.as0.7timestheCurnponentt"'d ALUMINUM 0.024 I. HEEL JOINT CONNECTIONS ARE NOT REODUIRED WHEN THE RIDGE 15 SUPPORTED BY A 0 JOIST' A e Cladding lands l'°r the purpose"fthe determining dellection limits herrin. C � �� / RE h.Fkiddhi lavennenthen,Lshallbthe elemir,:ethelenglhoitl,ii,h,,leat' STAINLESS STEEL. - 2S - LOADBEARIN6 WALL, HEADER OR RIDGE BEAM DE516NED TO RESIST THE APPLIED LOADS. TMP• CONNECTION FOR TWO o SEE DECD RECEIVE[) 2. WHEN INTERMEDIATE SUPPORT OF T4R RAFTERIS PROVIDED BY VERTICAL STRUTS OR PU8LIN5 �-- 0 S'O• e For aluminum structural mcmtrrs or panels u:ed in roofs rn.vnlh of suit- STORY APPL I GAT I ON5 mom additiw,s or patio ur:us uut suppnrting wise"I'gl•,,s rn!;-1•`_+' GALVANIZED 26 (zine TO A LOAD BEARING WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE DATED U� p,nal,.d,en,tnn,:addeneed°nnhanr¢,to+.,ee,IL 61.17,, mmd„irhF:,nel> 0.0111 coated G10) - PERMITTED To BE REDUCED PROPORTIONALLY To REDUCE THE SPAN.. "TECO" JOIST HANGER . I r / f l - �0�4 usedinrnnfsor„allsufsunroumaddiiit,nsn:patiocovei,fllelulnlluadd`- STEEL LEDGER '�'++�' �-•• tlecimn shall not exceed U I'0. S.EQUIVALENT,CONNECTIONS ARE REQUIRED FOR GEILIN6 JOIST TO CEILING JOIST LAP SPLICES. ZING ALLOY 0.021 - SECURE TO STkZUGTURE w/ I/25/a LAG BOLTS @ 16" O.G. ENING BOARD OF Table 3.17E Segmented and Perforated ShearWall HOIddOWn Capacity - 4.TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE 714E ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY. WINDOW NOTES: PPEALS Requirements LEAD - 2 I/2 5.TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING Jo15T5 OR RAFTER TIES PAINTED TERNS - - 2O ARE LOCATED AT THE BOTTOM OF THE ATTIC,SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,THE I. ALL WINDOWS SIZES C, PLANS WERE TAKEN FROM Required Holdowo Connection Capacity(lbs.)'' TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE "ANDERSEN" WINDOW CATALOG UNLESS OTHERWISE NOTED. THIS PROJECT COMPLIES WITH THE RESIDENTIAL 81052 S 3 CRICKETS AND SADDLES. A CRICKET OR FOLLOWING FACTORS: SHALL BE NARROWLINE OR 400 SERIES DOUBLE HUNG W/ GORE OF NY STATE, THE MEC:HAN I CAL CODE OF Wail Height(ft) Wind Seismic r' g 9188 I9zo Endwall ,)ADDLE SHALL BE INSTALLED ON THE RIDGE 510E OF ANY 3046 EGRESS, "HIGH-PERFORMANCE" LOH-E SUN WINDOW" ' CHIMNEY GREATER THAN 30 INCHES 062mm) WIDE, CRICKET GEILIN6 HEIGHT•/ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT WITH U-VALUE OF 0.26, AND SOLAR HEAT GAIN COEFFICIENT NY STATE, GHAPTER5 12 THROUGH 24, THE ��o , 2 STORY ADDITION DORMER ADDITION FOR 9 3924 2160 Corner stud FACTOR in 4360 zaoo Holddown connected to OR SADDLE COVERING SHALL BE SHEET M4TAL OR OF THE (5HGC) TO BE LESS THAN .30 -,C. �-' 12 5232 2800 contlectedtor SAME MATERIAL A5 THE ROOF COVERING. 1/2 2 PLUMBING CODE OF NY 5TA"1'f'E, GHAPTER5 25 `x' ` PH4LLlP WELLS transfer I/3 1.5 2.WINDOW DESIGN PRESSURE RATING tg� ��t� "I° `QUA fit' 3415 WUNNEWETA ROAD 14 6104 3350 2-16d Common R1052.84 51DEWALL FLASHING, FLASHING ASAIN5T A THROUGH 52 THE ELEGTRIG L GORE OF NY APPROVED BY: 1/4 1.33 WINDOWS WITHIN 4'-O" OF CORNERS SHALL MEET OR EXE r O SCALE- AS NOTE DRAWN BY, J.G. 16 6976 3840 , nails at 6"o.c. VERTICAL SIDEHALL SHALL BE THE STEP-FLASHING 1/5 ` 19 lgag 4920 ET�{pp 1.25 DE51GN PRESSURE BATING OF 50 Ib/S.F. ALL OTHER STATE, CHAPTERS 33 THROUGH 42. zo 8720 ,)goo ® �2e105 2 8 5 OTHER FLASHING. FLASHING AGAINST A 1/6 1.21.33 WINDOWS SHALL MEET OR EXCEED DE516N PRESSURE Required holddown capacities assume walls are sheathed in accordance with.section VERTICAL FRONT WALL, A5 WELL AS SOIL STACK, VENT 1/IO DATE, O6-O - REVISED BY : 3.4.4.2.For other wall sheathing types the tabulated holddown capacity shall be LII RATING OF 25 Ib/S.F. �'` / multiplied by the appropriate sheathing type adjustment factor in Table 3.17D. PIPE AND CHIMNEY FLA5HI NG, SHALL BE APPLIED . :.1'� Robert J. Gruber Architect Holddown capacities are tabulated per story.Acquired holddown capaciries,)ball be AGGORDI NG TO ASPHALT SHINGLE MANUFACTURER'S staawedfromlfuestoryab°vatoltearotybelow. PRINTED INSTRUCTIONS. ;, '�� ,,, 476 Lx re5swa Drive 50. Medford, N.Y. 11163 (631) 654-4141 PRIISIHIN6 NUMBER, GO\/ER SHEET I OF 5 y Jos. #15-078 FASTEST MILE TABLE 3.48 RAFTER/CEILING JOIST TOP WFCM WINDSPEED (MPH) PLATE LATERAL AND SHEAR CONNECTION WFCM 120 REQUIREMENTS - EXPOSURE C TABLE 3.41 110 TABLE 3.1 1 WALL SHEATHING ATTACHMENT STRUCTURAL SHEA ING 3 SECOND WIND 110 120 OR PANEL SIDING GUST SPEED (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) REQUIREMENTS FOR WIND LOADS E F E F WALL NUMBER OF 8D COMMON NAILS OR 10D BOX NAILS (TOENAILED) REQ'D SPACING RAFTER HEIGHT SPACING IN EA. RAFTER/C.J. TO TOP 1 STUD SPACING FOR 8D COMMON (FEET) PLATE CONNECTION 1,2,3,4 FASTEST MILE SHEATHING LOCATION (INCHES O.C.) NAILS (INCHES 0. 1) 8 4 4 WINDSPEED (MPH) 12 6 12 6 12 16 10 4 4 110 120 4' EDGE ZONE 16 6 12 6 12 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN 24 6 1 2 6 1� TABLE 3.4. FRAME ROOF NUMBER OF 8D COMMON 2. TABULATED CONNECTION REQUIREMENTS ASSUME A SPACING SPAN NAILS IN EACH END OF 1.2 6 12 6 12 BUILDING LOCATED IN EXPOSURE C. (INCHES) (FEET) 1 1/4"x20 GAUGE STRAP'2 3. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO INTERIOR ZONE 16 6 12 6 12 RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 24 6 12 6 12 CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED 12 2 2 NUMBER OF NAILS REQUIRED. 16 2 2 4. TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL 20 2 2 E = NAIL SPACING AT PANEL EDGES (IN.) 12 24 2 3 F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING 1. FOR WALL SHEATHING WITHIN 4' OF THE CORNERS, THE 4' PERIMETER EDG�1��NT�,I WHEN FASTENED TO A 2x4 TOP PLATE OR 3 28 2 3 ATTACHMENT REQUIREMENTS SHALL BE USED TOENILS IN EACH SIDE WHEN FASTENED TOA 2x6 TOP 32 3 3 36 3 3 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO PLATE. RAFTER/TRUSS FRAMING MEMBERS WITH G ;�0,49. FOR FRAMING MEMBERS WITH - 00.42<G< 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED 12 2 2 TO BE SUBSTITUTED FOR COMMON NAILS JABLE 3.58 TOP AND BOTTOM PLATE TO 16 2 3 4. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE STUD LATERAL CONNECTIONS FOR WIND 16 204 3 3 LOADS - EXPOSURE C 28 3 4 32 3 4 36 4 4 WFCM FASTEST MILE WINDSPEED (MPH) 3 SECOND WIND GUST SPEED 110 120 TABLE 3. 10 110 T-120 12 2 3 WALL NUMBER OF 16D 16 2 3 ROOF SHEATHING ATTACHMENT STRUCT. SHEATHING STUD COMMON NAILS OR 40D 20 3 4 REQUIREMENTS FOR WIND LOADS SPACING HEIGHT Box NAILS PER STUD 19.2 24 3 4 E F E F (FEET) TO PLATE CONN. (PL1F2,j 28 3 4 MAX. NAIL SPACING 8 2 2 36 4 5 1 RAFTER/TRUSS FOR 8D COMMON 10 2 2 SHEATHING LOCATION SPACING (IN OC NAILS (INCHES O .) 16=' 12 2 3 12 6 1 6 1� 14 2 3 12 3 3 16 3 3 16 3 4 4' PERIMETER ZONE 16 6 1 61 61 18 3 4 24 20 4 5 19.2 6 6 61 61 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE A-3.5. 28 4 5 2. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL 32 5 6 24 63 63 6 3 63 BE PERMfTTED TO BE MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED 36 5 6 WITHIN 8 FEET OF CORNERS. 3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCAED IN 12 6 12 6 12 EXPOSURE C. PSF). IF A CEILING ASSEMBLY IIS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL INTERIOR ZONE 16 6 12 6 12 AT EACH VND OF THE STRAP. 19.2 6 12 6 12 24 6 6 6 12 GABLE ENDWALL RAKE OR RAKE TRUSS 63 4 4 TABLE 3.96 RAFTER/ WITH LOOKOUT BLOCK C'EILING JOIST HEEL JOINT CONNECTION REQUIREMENTS DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL=10PSF GABLE ENDWALL RAKE OR RAKE TRUSS 6 6 6 6GROUND SNOW (LOAD = 50 PSF WITHOUT RAKE OVERHANG ROOF SPAN (FT.) E = NAIL SPAGIN6 AT PANEL EDGES (IN) F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 12 24 36 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REOUIREMENTS SHALL BE USED RAFTER REQ'D # OF 16D COMMON 2. TABULATED 12 INCH O.G. NAIL SPAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH 6�tO.441. RAFTER SPACING OR 40)D BOX NAILS PER HEEL FOR FRAMING MEMBER5 WITH 0.4�G<0.44,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. SLOPE 5. TABULATED 6 INCH O.G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH G�0.49. (IN.) JOINT CONNECTION 1,2,3,4.5,6 FOR FRAMING MEMBERS WITH 0.42-6<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.G. 4. TABULATED 4 INCH O.G. NAIL 5PAGIN6 A55UME5 SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G;�-0.49. 1� 6 11 17 FOR FRAMING MEMBERS WITH 0.42-G<0.44, THE NAIL SPACINGS SHALL BE REDUCED TO 5 INCHES O.G. 1 (j 8 15 22 5. TABULATED NAIL SPAGING5 ASSUME A BUILDING LOCATED IN EXPOSURE B 3:12 19,2 9 18 27 24 11 22 33 1 ? 5 9 13 1Ej 6 11 17 4:12 19,2 7 14 20 24 9 17 25 12 4 7 10 5:12 16 5 9 14 SIMPSON CS2Ox24 MIN. 19,2 6 11 16 STRAP O EACH RAFTER WITH 24 7 14 20 (4) 16D TOENAILS FROM COMMON NAILS RAFTER INTO RIDGE O EACH SIDE OF STRAP 1:?3 5 8 PER TABLE R602.3(1) STRAP MUST EXTEND 12' BEYOND 1 r) 4 7 10 FASTNER SCHEDULE FOR 19,2 4 8 12 STRUCTURAL MEMBERS (SERE W TABLE 3.4 7:1 THIS 24 5 10 15 SIMPSON LSU28 HANG 1 3 4 6 Ej ROOF RAFTER, SEE PLAN 9:12 1 3 5 819 2 3 6 9 24 4 8 11 1 :� 3 3 5 12:12 16 3 4 6 19,2 3 5 7 24 3 1 6 9 NOTE 1. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25777 IF NAILS ARE CLINCHED. WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE (i8 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN RIDGE IS SUPPORTED BY A LOADBEARING WALL, HDR, OR RIDGE BEAM DESI(GNED TO RESIST THE APPLIED LOADS. CATHEDRAL OR VAULTED CEILINGS) SIMPSON LSU28 HANGERS 3, WHEN INTERMEDIATE SLIPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR REQUIRED © EA. RR TO RIDGE OR HIP CONNECTION IN PURLINS TO A LOADBEARING WALL, THE TABULATTED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IS SPAN. ACCORDANCE WITH R802.3.1 IN ADD. TO STRAPPING. 4. EQUIVALENT CONNECTIONS ARE REQUIRED FO)R CEILING JOIST TO CEILING JOIST LAP SPLICES. 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING A;SEMBLY. RIDGE TENSION STRAP D ETA TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES (,°C ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES FINAL MAP ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED, AND THE �0�� TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING NOT TO SCALE FACTORS: REVIEWED BY ZBA PPP�P,,S GLG HGT/ HEEL JOIST RIDGE H('-;T. GONNEGTION SEE DECISION # � q� G50Ngp OF ADJU5TMNTI= 1� `- He/Hg FACTORS DATED /9L / �► 2°N �� -T T 1/2 2 113 1 .5 1/4 1 .33 1/5 1 .25 1/6 1 .2 1/10 1 .11 Al�Cyrr 2 STORY ADDITION DORMER ADDITION 1=0R Jo �c PHILLIP WELLS 5415 WUNNEWETA ROAD ah SCALE, AS NOTED APPROVED BY, DRAWN BY. J.G. I DATE. O6-OS-IIF REVISED BY z. Robert J. Gruber - Architect 416 Expre,55way Drive 5o. Medford, N.Y. 11165 (631) 654-4G4Q COYER SHEET #1 LOB= #13-o7a R_O_CF OONSTR.UOTION CONTINUOUS RIDGE VENT ROOF CONSTRUCTION CONTINUOUS RIDGE VENT 40014 ARCHITECTURAL ASPHALT 5HIIFCLE5 ("2) 1 5/4" X 18" I-I.L. RIDGE BOARD 400# ARCHITECTURAL ASPHALT SHINGLES W/ ICE SHIELD 1-11H 2' FRONT INSIDE OF I-IALL 2x6 COLLAR TIES @ 32" O.G. ��, W/ ICE SHIELD 1"11N 2' FROM INSIDE OF HALL 1 3/4' XII-7/f3" M.L. RIDGE BOARD / OVER 15 # FELT PAPEF?OVER 2" GDX SHEATI-III'le PROVIDE RIDGE STRAF'PII,JC \\ OVER I5 # FELT PAPEROVER 1" GDX SHEATHING 2x6 COLLAR TIES Cil 32" O.G. ` / _ _---- --_._-- _-. OVER 2x10 F?OOF RAFTERS @ 16" O.r;. TO. R.IDCL \�, \•.� OVER 2x10 ROOF RAFTERS @ 16" O.G. PROVIDE RIDGE STAPPINC CEILING CONSTRUCTION � -- CE I L I N6, CONSTRUCTION Tr PIGAL FLUSH BEAM NOTE: � - I, \� \' ' 12 - ` --��--� -- " '� / L" C.1, OVER 2 C10" GLC. JOISTS TYPIGAL FLUSH BEAM NOTE: -- — j 2 C.hLB. OVER 2-X10° GILL. J015T5 USE 51h,IPSOII-TIE LU5-210 OR / 2 USE SIt IPSO)l-TIE LUS-210 OR 16" O C-F,1/ R-30 BATT III,ISULATION APPROVED EOUAL (FOR 2 X 10 BL-I5) 12 - \ @ 16" O.G.W/ R-30 BATT INSULATION -- APPROVED EQUAL (FOR 2 X 10 BN15) 8 %/ HAILING PER NIFR 5PE65. / 12' 8 % NAILING PER MFR 5PEG5. ATTIG OVERHANG I��L 1x6 ALUI`1• i .,��, 12" OVERHANG W/ 1x6 ALUM, COVERED HD. FASCIA 6^I/ ICE SHIELD FROI.1 EAVES i ATTIG i GOVERED WD. FASCIA W/ / PERF-ORATED VINYL SOFFIT I-I/ EDGE 1-0 A MIN. OF 24" �� PERFORATED VINYL SOFFIT W/ ICE SHIELD FROM j (STS F4GE �,IILi') �. PREF=ORNIED ALUM. CUTTERS � IIJ5IDE OF EXTERIOR WALL ' � �� " � PREFORMED ALUM. GUTTERS 6 EAVES EDGE TO ; / I� �� DOWNSPOUT I \ (D01-JPJSPOUT R�1T.2_.�.I � A MIN. OF 2_4" INSIDE — ✓.R. a VrR- 'S, 1 L l Y Y R�� _ T.O. PLATE 1 1r$c OF EXTERIOR /- - - --- ----- ---- - ------ I v HALL RgO5.2.-1.1 --- - - I'-O" _-- - r -- -----I --- --1----------- �\ ROOF STRUCTURE t� _-- -- - --------- TO BE REf iO /ED r---------- 1 1/2 s EXTERIOR J/ ALL CONSTRU(:, OR !^BALL CONSCEDAR SHA N _" - 1 1/2" 1 I " v - -- ----__ � TION _41� -- EXTERIOR _ LAV. LAV. , - c'a 5 O W.I G OVER 'TY'VEK' HOUSEbJRAP W'G'' WASHER i W.G. LAV. LAV. CEDAR SHAKE _ PROPOSED PROP. PROF. HALL PROPOSED I , OVER 'Ti'VEK' HOUSEL IPAP o MASTER :El LAUNDRY/RM. BEDROOM #I S CDL.I/PL1 AIC 15HEA FIII.IC (2BOARD�� < BATHROOM J GDX/PLYWDIDHEATHIINC, (2) 2x6 DTOP SHOWER UB I Tu z 5- NSULATION 2„ PLATE, 2x .. -- - - - - - PLATE, 2x6 STUDS @ 16" O.G.. ON 2x,6 > 4„ E 6 STUDS © 16" O G OI�f 2x6 r � l 112 r'LATE I-I/ R-Ill I NSULAT101.I ? Z PLATE W/ R-Iq INSULATION G.o.l G.o. r SECOND I-LOOR CONSTRUCTION 4 4 - SECOND FLOOR CONSTRIUCTION �, -- — - -- — ---I --FII 4I FLOORSELECTION L ECTI01 BP7' 01-INEP OVER 5EC.01_JD-FLVUP. --, - ----- -------- ---- -- 1 ) FINISH FLO WOOD SUBFLOOROR SELECTION �OVEP. 14OHNER 0T.I�PI. / SUBFLOO, o EP - 4,� PL 230 FLOOR ,FOISTS @ 16" O.G. OVER T" T.O. PLAlE - --- ----- ----------- - --- /230 FLOOR JOISTS @ 16" O.G. OVER 2" - --- 1 ________--------------------- ------_- ---_ ---- hI/ E3RIDCIPJC AS NEGE5SARi' C.1-I.B. 6^I/ BRIDGING AS NEGESSAIR'r' J ---------------------------- ---------- I ------ -__ (2) 2X6 ,AGO SILL FLATEIA/ 5/- EXTERIOR. HALL CONSTRUCTION EIUILpINC LINE_ � - ---=- DIA. ANCHOR BOLTS @ 3'-0" O G. hv1 CEDAR SHAIKE DIA. ANCHOR BOLTS , OVER 'TYVEK' HOUSEWR,APi ll/-2"� 5'-0" C�. G. FILL 5 TOP COURSES 1,,A/ T" RIGID, PJSULATION BOARD I" LAV w.G. SINK H/ GONGRETE - J PROPOSED '' 2 2 �� EXISTING EXISTING f; PROVIDE #5 VERTICAL @ 4'-O" `;Y GDX PL'C h1D SHEATHING, (2) 2x6 TOP I T „ 4 v FAMILY RM. v' PLATE, 2x6 STUDS @ 16" O.G.. ON 2x6 KITCHEN DINING RM. p O.G. VERTICALL r- PLATE W/ R-Icl INSULATION V2 EXISTING, EXTERIOF;. IF�AL_L CONSTRUCTION_ T - ---- -- ----- -- -- - ------ _-_ 5; o , r-r-Fo'✓ED /2" 4" 4" I\IEI/,!CGEDAR SHAKE <I (2) 2X6 AGO SILL PLATE W/ 5//8" 111T,-R1' r=TEI \ � 4„ OVER 'TVEK' HOUSE1, RAP Z / FA�IIL'11 �ROOEI EP ` DIA SOL. ANCHOR BOLTS @ 3'-0" � 4" 4 4" I I/ l" RL ;ID, PJSULATIOIJ BOARD Z" - O.C. HA`C, CONT. TERMITE 5HIEILD H iR,F GDX PLYI/JD SHEATHING OVER FIR5T I L a OVER SILL SEAL FIRST FLOOP �,-; � FROI��I EX15TIr�IG �L -------------- EXI - ITIC P COIICRETE BLOCK -- - - I `� 5 L LI'Jlhir ROOIi �' FIP5T FLOOR. (SLAB) - NEhf 4" P.G. SLAB REINF . I6-I/ 6RADE - - — i v y %% ✓, / c 4x11.4 W.H.H. EILL >°OUNp, I IO N CONSTFUCTION — --- 6x �. VAV A \ \ GONIPAGTED POROUS�FIILL �' L-x15r. 8' P.G. Fnu1,4D, .T1ohJ ALAE - - r y v -L o11 E„1sT. P.G. FOornJC ,v '�'" � "�•"�; ; _ 8" POURED GONG. FOUNDATION i; _PBED 0I_ HALL O 6 2 POURED OP�I U I TJ OT TO SCALE \' `•\�'\ E=XISTIhIG 4" GOhdC•P_E1E SLAB > �n ONG. FTC. ON UNDIST. 501L \ / �! •� \ \ 5'-0' H I N BELOW CROU1h1D ;\ / -- LSI/ 2” RIGID FOAM INSUL. EP C-1fi 1 N ILIIT SCALE: I/4"=1'-0" 56ALE: 27'-4" 6'-O" 5 6 11-011 61 5 6 - 61611 4'x4" AGO. POST ON CAL',. METAL BASE GAP SET INTO — - 12" DIA. POURED GONG. NOTE: -- FOOTING, 5'-0" BELCH 9 BEDROOM 1^1111pO1,15 TO 601,1FORI1 F,IITH S EGRES ----_____________ GRADE MIN. Ohl UHPIST. REGUL_ATION5 OF x,310 SOIL, (2) TYPIGAL. 0 STAIRI NAY ILLUMMAT1011 8303.6 -�_ �_ ��_ - . 2"X6 P.T. LEDCEP_ BOARD ----- --- - STAIRS, LANDIN05, RAILS 4 GUARDS AS PER T'- 2"X8" SDP. AGQ I 8511 8 8.312 -\ 1: --- - -- 1 W/ (2) 5/8" DIA. X 5' LONG I HEAVY DUTY CAL. LAC BOLTS �- -- - - -� FIPFBLOGKINC R60'�.,5 O - • DRAF-15R5CY2.12 ('SCE 5. C2) m @ 16" O.G. INTO RINI BOARD. _=_� FLOOR DIAPHP.AC�T BRP.GIIJC 3.3.5 I-IFGNI • OUTSIDE LIGHTING RE5c�_03.3 g ALL I^IORK TO GOh1PL'i 1,MITI 2010 NYS EGGG - - 3 - - - - -- - I I • ALL HOW TO GOi~il L( I^JITH 8324 - -- - 3 4 `� 2x8 AGO D.J. I @ 16" O.G. 8" P.G. FOUNDATION �,� -- — — — -- -- -- - -- - NOTE: j I WALL ON 16"X12" P.G. PROVIDE HARD WIRED OO I FTING ON UNDISTURBED - - SMOKE DETECTORS LTJ/ BATTERY BACK-UP IN: SOIL 3'-0" MIN. BELOW - - - - - - - - -- - -- - - - -- - - - - - -- - -- --- - - - -- GRADE hl/ 2' RIGID INSUL. DRILL 8 GROUT I. EACH SLEEPIhIG 8001 1 3'-0" AROUND PERIMETER I IN #5 REBAR CONELS I 2. OUTSIDE OF EAGH SEPARATE SLEEPING @ 8" O.G. VERTICAL @ (2) LOCATIONS TY P. I I AREA 11\1 THE II-11OF VIGINI-T 1' THE BEDROOMS (GENERALLY' THE f IALL6 JA'Y) II 3. EVERY LEVEL OF DI/JELLIINC I ! 1 (FIRST FLOOR, a SECOND FLOOR) jvs EXIST. 8" P.G. I % I UNEXCAVATED I FOUNDATION WALL ON EXIST. P.G. �4" POURED CONCRETE SLAB FOOTING TYPIGAL FLUSH BEAT"1 NOTE: REINF. W/ 6x6-HIA X 11.4 W.W.M. I ON UNDISTURBED SOIL I USE 5I1,'IPSON-TIE LU5210 OR APPROVED EOUAL (FOR 2 X 10 I I N ON 6 MIL. VAPOR BARRIER ON I EXISTING WELL GCHPAGTED POROUS FILL �NEX�i �fr�t �� O HAILING PER MFR SPECS. CA/ I EXIST. POURED CONCRETE SLAB -i'PIC FLUSH BEAN) NTE: USE 51HPSON-TIE LUS2?� OR II 1 APPROVED EOIJAL (FC`P_ 2 Y. 8 BL15). �� NAILIhIC PER MFR SPECS. PROVIDE 8" STEP j/ DOWN INTO NEA! I 1 FAMILY ROOM FROM EXISTIhIC PROVIDE 56" HILIH LIVING ROOM PAILIhJC kV SPINDLES- LEGEND ii I SPACED SO AS NOT TO £3" P.G. FOUNDATION I DRILL 6 GROUT ALLOGJ PASSAGE OF WALL ON 16"X12" P.G. I IIV #5 REBAR DOWC-L5 4"(I021,11-1) DIA. SPHERE %- I / I FOOTING ON UNDISTURBED I @ 8" O.G. VERTICAL SOIL 3'-0" MIN. BELOW @ (2) LOCATIONS TYR. AS PEP PP512.2 GRADE W/ 2" RIGID INSUL. ------- j I 3'-O" AROUND PERIMETER -- _ - -- - ///�j NEW FOUNDATION WALL -- -� — - HOLD DOI �P IS - -- - INAL IU�AP ----- -- /�// F /i E X 15T I NO AS PER I-F( r.,l 2001 - -- „-„ ,,; I �l � UNEXCA�/ATED EDITION REVIEWED' Y ZB / EXISTINC FouN -�----1 — -'- EXIST. POURED " p SEGTI01�.1 3.4 EXTEPIOP _ — — — — — — — — — — — — — — \rte 7- CONCRETE SLAB u' SHEAF SEE DECISION � --------- DA��+Ec�� HALL TrF�E 11 (Tr P) DATED � . . � A SECTION MARK ,UL 014 - ' ---- ---- -- � _ 2INC C�C�i�F�C?OF P,F.>C' 1 A 014 2 STORY ADDITION 4 DORMER ADDITION FOR - -------- - - --- --------- 1 �� FN l L_L l f� WELD �5E� F O U I �D T 0, N /_ \ �� ° C��G� C° 3475 WUNNEWETA ROAD GUTGI-I000E NY 11135 C 5GALE: AS RIOTED APPP.OVED BY: DRAWN BY: .G. OSGALE: 1/4"=I'-T' 46A DATE: 06-05-14 REVISED BY , Rabof t J . &rubor Archito(ft 476 Ext re55waL Drive, 5o. P\ledford N.1'. 11763 (651) 654-4q4-1 °•, DRAWING NUMBER; FOUNDATION PLAN $ 5ECTION5 � E3 OF 5 w a� . RLUM51 NG RISER DIAGRAM JOB: #15-0-75 -/- ----� AS PER BGNY"S P312.1 NOTE: lis— �UAPDS h10T P.EC�UIRED I^1HEId -6'-O" BEDPOOhI I'll IdD01^15 TO GOh�FOPI l bIITH EGRESS RAISED SURFACE IS LESS THAhd RECULATIOhds OF 8310 30 A.A.G. • STAIPI/IAY ILLIJh''lIN•ATION P303.6 PROVIDE 5 T i�f-'E ��"" _ STAIRS, LANDII\IrS, PAILS 8 G-UAPD5 AS PEP g - � � I - - �- - - FIRE P!-TC I'PSUI R311 4 8312 BO E) c O/EF, 5-2 FIPEBLOGKIh�15 P602.8-- --- - DPAFTSTOPPIPdc5 P502.12 (SEE P6 D2) -ARAG-E ,APER 3 =, _ • FLOOR. DIAPHPAr.I�I BPAGIh1G 3.3.5 I^IFCI"l f---_:--_� AS PER n lY s R30 ` -- - RE3803.3 p OUTSIDE LIrH111dG EWH608UPALP. 1_ �I� _ EXISTING E:QS�1116 ' - \ M��'H"= ALL HOR.K TO GO; IPLY 1,11TH F32 NYS EGGG • ALL hdORK TO Gnl'IPLT 1-'11TH 8324 � � FIP�EPLAGE �a �' ROOM-' — B B / r 5 --- - ------ ----- -- ----- -- --- ---- - ------------ -- ' 2'-0"GAITILEVEP - - O - u, 14" TJ 560 SERIES `r j - NOTE:RO / _ ❑ O F.J. � 6' O.G. EXISTIId6 E;<.I5rII16 PROVIDE HARD l^TIRED — -� cv 51 IOKE DETECTORS hl/ BATTERY' BACK-UP 11,1: \ i STPAPPINCi/ � � ��-�"- �`- 1iwgE ' --� I I i 4 8d NAILS - I. EACH 5LEEP111G POOH I @ EA. END Cay R.P. O j O 6'-II" I jFULL I,�IDTH W x C-1 - ---------- - - - I 2 T11 BLOGKING- v X o `j Lij --= I ) 2. OUTSIDE OF EACH SEPARATE SLEEPING - _U �-- AREA Ihl THE IhINIEDI .TE VICINITY" OF I I o N � o I EXISTING --- -- - -- HonrIED _ m °o = = THE BEDROOMS (GENERALLY THE HALLWAY) I W O KI rr.HEN - — - 1/2 DATH Z U) = k D p O I a EXISTING 3. EVER)" LEVEL OF Dl TELLING I I G.H. l W (FIRST FLOOR, & SECOND FLDOP) I DRILL 2" DIA. INTO ROOF LI\IINCv RM. ,L 6-G' 4 '-O' 2'-0�- �I` ( Cn -- --___._-- i %DECK FOR STRAPPIrI� n�sTL. N PROVICE ---- i EXIST OR EW PROVIDE _ -_- -- --- / � ii HEAVY DUT( HEAV I'G JT1' hl l a rlEl-� R.P. SETT I.I/ I� m IIIJ1 i'�i1 1 GONPIEGTOR / 5-112" x14" APB H E A D E P. GONI'JEGTOR _ _ _ _- T'r"PICAL FLUSH BEAM NOTE: °d � I �� USE SIh1P5011-TIE LU5210 OR I I SPIKED TO R.R.'s TOE NAILS I NOTED DONT. BLOGQNG O p % O -- -- 1 -- - — ---- - - - APPROVED EQUAL (FOR 2 X, 10 BMS). / Ln PROPOSED GO %' --- '' - hJAll_IUdG PER h1FP SPECS. / --- - i z lIl --- - I C I FAMILY RM. % GL. -- - - - 1- w j ------ o._ - a'-4" SD i� lL1 is I R.R. AS SHOWN [u�� 1 1 I 1 I I ALIG=,P1 NEW & EY.. W 4" - 2' " W T'r"PIGAL FLUSH BEAM NOTE: ------ rn PLAN VIEW I � g ___ _ ___ � USE 511�'1P50N-TIE LU52B OR I I I ni - - APPROVED EQUAL (FOR 2 X 8 BI"15). -7� MEI^1 STAID 1,d/ I'IAX. 7 Cn - NAILIP,IG PER 1 1FP SPEGS. 14" TJI 230 SERIES c �� .�� O I % OS O.G. ¢ 8,a Pi 8 h111J. �" Tr - NOTE: Slh'11LAP n 'SHED' -� SD POOF, R.R. IN LINE I x EXISTING - �> PROPOSED C) / x I--ROVIDE 56" HIGH DINING RM. OFFICE PAILINCC �I/ SPINDLES LA7'OVE� �OOF �ETAL �I j -- - 8'-f3" I047, 8'-s' SPACED 50 AS NOT TO01 j D G.H. �I,,,• G.H. ALLOk' PA55AC7E OF z SCALE: V2"=1'-O" UP it 23'-2" 4 q'-O" 1 1"(102L11 1) DIA. SPHERE ----- - 5 R `� ----- - - ---- - ...-- ----- AS PER FR512.2 o 3), 2" X 10" ll JSP,w _ d- cn o ° _ {� HOLD Dot-IN LOGATI0115 !' 6° III-Oil 6 - - - - -� - __ -- E;151111C AS PEP 611 GI 1 2C�OI (3) 2" X 10" HDP.. o, E,r15ilPlc 1-p ------------------- --2 _� El- ITIOI"1 _ / - EXISTIPI6 EX151IH6 GAP!TILEVER ///„' 5EGT101'1 5A EXTERIOR �\ v EXISTING- v - 2 6'"' FOP P.P. 4 C.J. LEDG-ER BOARD _1114` � '3052 2- 3052 '3052 ��\ x p x p O SHEAF. ,1. N PORCH n EXISTING- u� SEGUFED IJ/ (2) 5/8" DIA x 5” L_OP1C h 1ALL TY PE I I (TYF) Lu ® z COLUMNS HEA\1'n' DUT'r' CAL LAC-, BOLT5 @ 16"O.G. 4: 1-1ETA.L JOIST HAHO-EP5 57" EXIST. HDR. 5I1'IFS ON' (OR E��UAL) 6" 1--IEADEP SGI-IEDULE ALL I'IATERIAL FOR 1^IOOD FRAMIIJG HAVE A 1'1lhdlh 101-1 Fb OF 850 P.S.I. I. NOh'11NAL LIJFIBER SIDE: SPANS: 18'-0" (2) 2x8 UP TO 4'-0" - (2) 2x10 4'-0" TO 51-4 (2) 2x,17_ 6'-0" TO 8'-O" _ _ _ POST5 51-IALL BE 4x6 (N0h-11h,lAL) F R O F O S E D F 5 I� 0 0 R FLAN L A�� UNLESS n.THER.I,115E 1,10TED I \ _ EXISTII'IG FIRST FLOOR AREA: 722 5Q. FT. *I IOTE: ALL SIZES GALLED OUT ON ANY OF THE FOLLOI^IIh1G DRAI^IINC-�S WILL SUPERSEDE OSGALE: 1/4"-I'-O" PROPOSED FIRST FLOOR AREA: 45F5 50. FT, THE SCHEDULE ol 4'-2" Al --------------------------------------------------- (5) 2X4 -=-- j - 2-21036 1^1D. F05T I TEMPERED 61-As B (3) 2° x10-°- ps_ - - - ---- ------------------------------ ------ - ---- - -- --- ----------------- I --1 I_O1 41-511 �o I`� % 2032 U_ 1 2032 _ '3046 '3046 -�--� 1 % j i' O.G. -- / %/.5 _ I Q I / _ 1 w PROP. .Q - - Q El 16 O.G. , �� D r. ih fI _� 1 _ PROP. „ ; 4 r : - p �/ 2-0 MAS-T_EL 4'— -- P�f-a — 7-4 , 110-S -- --- - 2-�I 4 /��— ----- -0.--- — 6 1 - 4• 1BATHR00 1 m -- — ---- - - � F�RC�(7C� E 2XIO G.J. u, ;PROP. g 16 O.G. g, o,� - x ; LAUN®RY O EA T M/'. G-H. �� o �� PED�OOM zn t0� I = /ip� I ) 2 ° /w d 76 INSTALL VIASHIPIC ------ -- _j MACHINE IN A FIBER6LA55 I v - DBL- — -� :� O ;> SD O I PROP ED 1 (2) 2X4 �� PAN H/ 2' DIA DRAIN FRAr4ED I v 11^ID. POST (DIRECT TO EXTERIOR hi/ -' IATTIC MASTER 1^0. m s / Q !y� INSECT SCREEN I B CHECK GESS Jv -_ 6 SID O BEDROOM / SD O VALVE; EXHAUST VENTING X - AS PER 11150 1 N © II -O ii n �oioiv�,:��iii%;,00i;> .,;i�i/i ;,r- �- I IEI/I COI ISTRUGTION 1 o G.H. j• 36' 1-II0H RAILING j� % - o p i 13/4" XII-7/8" I'I.L. RIDGE BOARD I _ , _ _ _ _ 13/4' X II 118 �'1 L RIDGE BOA �; 11� 1 - -I - - - - r— —� O -� EXISTING CONSTRUCTION N 1 � 1 I j � ii'- >%i /. ..� i 7,7<i /.. s7%;47i ri,•.5';:'i;;ii ii`>;<i, iii/ /, I j N % d Q �6 FRO _ SED 'i' SLOPED 1 SLOPED SDLL �8 I __ EXISTING GONSTRUGTION ) ED -000 1 2 (TO BE REMOVED) GLG I - GLG / OPEN - I ---------- TO - STRUCTURAL I IEI IBER - I % I O -j FOYER p O _ U SC> - o (2) 2x4 OR 2x6 WOOD POST BELOW , Q,g _I % X 6 - O G L. Q 2X8 R.R. if) I \� G.H. T L. `` { Q I \��. o i 16" O.G. FRAMING NOTATION �RGF�OSEI� o 2X8 G.J. i �L� 1EI�FF'OOI�f #I U �r p1 �� s ---•--- +� ' o, oL �� ' _I SEGTION I"1ARK I I 6 � --g�-� - 4�� — - 0'-O'� -- � i I'-8" 6 �'� P.R. _ ---2X�RP. I FINAL MAP 2X8 P.P. N 2X8 P.P. x j (3 2" X IJ" IID°. (3) 2" / <,I \ 1% i EXHAUST FAN - 50 GFM MIN• REC 10" FIDR. 16 O.G. REVIEWED Y ZB � ® % C IG' O.G. 16 O.G. I moi/ I I �� >,/;//%4/?%. -- - - AS >-'EP N�SRG 403 — P41046 2-'3046 (3) 2 (3) 2" X 10" HDP.. " I r'p - 6 1710: 6 I DECISION # �U 2014 / '%i/i/ X ° DR SEE DEC ��- ------- ---------------------- j (3) 2" X IO" HdP. % 2- 3046 1 —" 5D SMOKE DETEGTOR p��p�c� DATED / i �,t zoNiN�c�oAan OF p 2-'3046 "3046 L -� L--- ------------- -- --------------------------------- - GO CARBON MONOXIDE DETECTOR /''j 5'-3" 3'-9" 5'-2" 8'-4" 7',4" POINT LOAD. FROM ABOVE 3'--I" 5'_311 �r _—I _-- —� ---� /---- - -- - - - -- - --�/ - -- - -- ----------- - - 2 STORY ?ADD 20'-l0" 12'-6" ITION a DORMER ADDITION FOR la-o _ _ _ -- ----- --- —„ -- -- - - -- --� �� FMILLIF WELLS 3475 WUNNEWETA ROADAFPRovED BY. GUTGHO6UE NY II935 SCALE: AS NOTED DRAWN BY: I,G. PROVIDE 36" HIG-H F AILINC-• VI/ DATE: 06-05-14 REVISED BY SPINDLES SPACE[,) 50 AS NOT TO ALLCI^I FASSACE_ OF �� 4"(102-11-1) DIA. SPHERE AS 4� PER RR5i2.2 �' °� �� M Ex�,re55wc-i Drive 5o. IvleclForcl, I�I.Y. 1170 3 (651) 654-04q SEGO Z` FL 0 LAN — P°ROP05ED SECOND FLOOD AREA: I,II� SQ. FT. — °` FROFOSED FIRST $ SEGONID DRA�,IiNC, NUMBER: OSGALE: I/4"=1'-O" FLOOR PLAN JOB: #I3-0-78 F1 r y T.O. 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F. GONG. 501\10 TUBE FTc7, L -1 L -1 TYR (2 PLACES) - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - -- --- - - FINAL MAP L - - - - - - - - L - - - - - - - - - - -- - - - - REVIEWED BY ZB4 SEE DECISION # (L16 FROFOSED REAR, ELE\\//A7- IC,.)N ✓ F 0 5 E E�) L E F I I E E L E EAT 0- N _ _ T DATE D U,dr �_- OSGALE: 05GALE: I/4"=I'-0" 7OVjjt4G Boppo OF APPEAL 2 STORY ADDITION DORMER ?ADDITION FOR 1PHILLIP WELLS 54-75 NIJNNEV�ETA ROAD r.IJIGH06UE, NY 11135 v-� 5GALE: AS RIOTED APPROVED BY: DRAWN BY: J.(��. DATE: REVISED E3r : (3rubor A r c,h t c c,t 41C o Expre55i.-Icilj DI So. IvIecIl'ord, 1\1,1/. U65 (651) 654-4q4q DRAWING NUMBER.: ELEVATIONS — 5 OF 5 JOE: N AREA=45,428 SO. FT. or 1.043 ACRES SURVEY OF PROPERTY TO TIE LINES AT NASSAU POINT LOT 151 262.70 FE.COR. Ln TOWN OF SO UTH'OLD r 0/L E-W.` w SUFFOLK COUNTY, N. Y. -A *01 1000-111-08-17 '20* CHAINVNK "CE r SCALE.- 1'=30' END ' N-18 JUNE E o JUNE 4, 2013 0.4 W _s �^�, 0 P/p LOT 145 AUGUST 12,2013 (CERTIFICATIONS) -• " 0/1 FR. SHED M m METAL � P/0 LOT 145 SHED \3.8' O AP � FINAL M ZgA PIPE \' FE COR. �'��D B� , D.3'W. 0.2'w. E pECIS10N # 0.3'S. ' SE TEg D 1 S1RY. u11L t1.9. GARBAGE DA ROOM ~❑ BIN 4" (k .4 O; �__ CDC I 15.5 33 hamCA a �n 11/2 STORY No I4rp Cil / FRAME HOUSE �+► us � o P/O LOT 144 CONC. GAF COVER CERTIFIED TO: VA 9�oy b NORTH FORK INVESTORS,LLC cG P/0 SOT 144 ° N STEWART TITLE INSURANCE COMPANY .p. ADVOCATES ABSTRACT,INC. P^ cell, Q X ? `�s 276.50 • =PIPE ■ =MONUMENT •��' \ �'� '' "` `" LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU \ • POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, �'—'v� 3 106.48' ' .� INC" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE 11E LINE ROAD __. BAY ON AUGUST 16, 1922 AS FILE NO. 156. 8.36'20 W p ONjC ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION N86�4'50"W S7 GRAIL ROA LITTLE P RECEIVED j' # O. 49618 OF SECTION 72090E THE NEW YORK STATE EDUCA TION LAN! 31.57, / CONI C EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER7IFICA7I01VS (631) 765-502 i4# 1) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1-7�,IUL _ 8 2014 P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR l� 1230 TRAVELER STREET WHOSE SIGNA TURE APPEARS HEREON. 13-179 ry 9 ZONING BOARD OF APPEALS SOUTHOLD, N. Y. 11971 7 RECEIVED JUL , 8 2014 FORM NO. 3 ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL TO: North Fork Investors LLC DATE: June 25, 2014 PO Box 294 Mattituck, NY 11952 Please take notice that your application dated June 16, 2014 For permit to make additions and alterations to an existing single family dwelling at Location of property: 3475 Wunneweta Road Cutcho ue NY County Tax Map No. 1000- Section 111 Block 8 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this conforming 45.428 square foot parcel in the R-40 District, are not permitted pursuant to Article IV, Section 280-18, which states "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum single side yard setback of 15 feet The proposed construction notes a side yard setback of 12 feet 2 Au d Si ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. RECEIVED Fee:$ Filed By: Assignment No. J UL--B 014 ZONING BOARD OF APPEALS APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.3 4-K Street l/J 0lJlJ I;W 6`�`A QLD Hamlet C UTco 0 GU Ir SCTM 1000 Section It � Block 08 Lot(s) ( -7 Lot Size 1-1143A-0C Zone (�N 0 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 6 1.;4-Ia-0 I`-t BASED ON SURVEY/SITE PLAN DATED 8'j o-I z-0(3 Applicants)/Owner(s): l►or-iOA/C K (1\Ak&—j-Dg-3 (ter--C Mailing Address: pq (�o)< a q L� 14 A'-rFI Ty c I q r- - Telephone: -774936 10)` Fax: Email: NOX1'"'rOA1: /�✓ESUS l�Gr'�`L Co 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: CAA k G 4AA for()j'Owner( )Other: Address: t g /}f4Q t/tf` EZD /2-0c- ✓((-I-6 C r4'1 ( 1 X�" Telephone:W t7 S'J t- Fax: Email: ('Wo8 0.70040(M 6-r7A (L . CO r-) Plea check to specify who you wish correspondence to be mailed to,from the above names: (✓`Applicant/Owner(s), ( )Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 8 and DENIED AN APPLICATION DATED 6 it b 1A FOR: (touilding 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: Subsection: Type of Appeal. An Appeal is made for: (IVariance to the Zoning Code or Zoning Map. ( ) A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Oth r A prior appeal ( ) has, (7 as not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) • . RECEIVED L 8 2014 Name of Owner: ZBA File# ZONING BOARD OF APPEALS REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: HO USC 1S tn1 NEc--D `�� JPGrthfl�N G N�� i-(nHF woU0 Q� C 0 Nf t sf-6 t-� Vi 1-r 1 C 444,Ac i� A-0 9 to(5 K ")f 7*4-(g e t Gl c 9q�- H �. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: 'J'"N tS ff ' /!`,& -( f 577/V I-- C-r-" . C osi3 —f a R-F(- o C-'? . O—V U L-D 616 (57K ce f-S I l!E . 3.The amount of relief requested is not substantial because: G nn?.Il-r— I S A PFE - E)<,J-11 N Wi c- t-I w 10— M A7 Pkr7h e�j )<< G S-1-09- 4. ,-09- 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: �.lor►� l S J 4¢ ✓t�y -;.�c E L/ t T-246 NE t G i-i X-'>otl WoU(,D NpT ' ' gE )/-(AfiA-4-� . C3-r7r1� 5.Has the alleged difficulty been self created? { } Yes,or {I No Why: E`F 1ST A'T 11.7PJ/t C H/V C Are there any Covenants or Restrictions concerning this land? {b4l�o { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. i Signature of Applicant or Authorized Agent sT (Agent must submit written Authorization from Owner) Sworn to before me this day Of ;TU I kA20 Notary Public EILEEN M1 Notary Public,State of New York No.01RI6167981 Qualified in Nassau County Commission Expires Tune 4,201,r RC-(rE1Vty • APPLICANT'S PROJECT DESCAION JUL , 8 2014 ZONING BOARD OF APPEALS APPLICANT: NO�f:�"- l� �C f l,�-�- DATE PREPARED: 7 1. For Demolition of Existing Building Areas "'tr/ Please describe areas being removed: Al RFCFTVFD JUL 8 2014 II.New Construction Areas (New Dwelling or New Additions/Extensions): 20NING BOARD OF APPEALS Dimensions of first floor extension: �8�`a ke-AN9,r�-C, 4Q.r7 16 r,-2- Dimensions of new second floor: F Si Dimensions of floor above second level: /V tA Height(from finished ground to top of ridge): a g Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: Er-S-n/'4 -- 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: k`/a ,yr-art--1 V4 ,0-0 ��Rr'rL2C—�> f�LOND Jot Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1042- Proposed o42Proposed increase of building coverage: 1 Li 8 Square footage of your lot: Percentage of coverage of your lot by building area: V.Purpose of New Construction: CLE LrC A Dz r20 N q L- l—i V rn\l G Sr -�— 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): 1N8 WP u L-D L k KL -710 B J I L-D 0 0&9--- 4N F)' (J7A.!(T- 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 s � __..14f QUESTIONNAIRE RECEIVED FOR FILING WITH YOUR ZBA APPLICATION 'JUL - 8 2014 A. Is the subject premises listed on the real estate market for sale? Yes __At/ No ZONING BOARD OF APPEALS B. Are t re any proposals to change or alter land contours? No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? tjo 2.)Are those areas shown on the survey submitted with this application? tJ -}� 3.)Is the property bulk headed between the wetlands area and the upland building area? (J 0 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?_Please confirm status of your inquiry or application with the Trustees: 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? E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? L\!o Please show area of the structures on a diagram if any exist or state none on the above line. ,A�II F. Do you have any construction taking place at this time concerning your premises? ( O If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? 11J0 If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel S I/XJC<6 PAM I L_`l and the proposed use S A r'G— (ex:existing single family,proposed:same with garage,pool or other) 7(q Z-0 Authorized signature and Date RECEIVED AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS JUL . g 2014 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: N o/ T-V) t C- 1 JA4E 5'7--0A--► L�-L 2. Address of AAJ Y P I'll 8 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: t✓K 0 SFCc-0ND -FUO ok 6. Location of Property: (road and Tax map number) f ]%I M AP �Je 1 P.0 O sE e-o cri I t l B t_o c-�< L6 ►' l 7 7. Is the parcel within 500 feet of a farm operation? { } Yes { }No 8. Is this parcel actively farmed? { } Yes { } No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) Signature of Applicant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 7 617.20 RECEIVED Appendix B Short Environmental Assessment Form JUL „ 8 2014 Instructions for Completin:l ZONING BOARD OF APPEALS 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: Project Location(describe,and attach a location map): A_cr)OKH-0 &-1 A B a✓L Brief Description of Proposed Action: li-- Name of Applicant or Sponsor: Telephone: .77 Y 6 r m NQN (-5 c__ E-Mail: oA111 ILKI/WSru/U LX00c,-rr w. c1^ Address: iq o k 29L1 City/PO: State: Zip Code: M+Tl-rf-v c1c N y 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. IK 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? o y 3 acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? ,_acres 4. Check all land uses that occur on,adjoining and near the proposed action. l ❑ Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial UResidential(suburban) ❑ Forest ❑ Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page l of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ✓ 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? i c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 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 ❑Urban ❑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? Vl� 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? 9?'NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 03'NO❑YE§ECEIVED Page 2 of 4 ZONING BOARD OF APPEALS 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 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: AJd193TO!LS L-L -- Date: 7 (/ 11L LAO( L/ 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 I 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, RE CEIVED waterbodies,groundwater,air quality,flora and fauna)? JUL � 8 20% Page 3 of 4W� ZONING BOARD OF APPEALS No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from JtE6LpVWe Officer) g ,'IJUL , 8 2014 Page 4 of 4ZONING BOARD OF APPEALS RECEIVED JUL _ 8 2014-, /J APPLICANT/OWNER ZONING BOARD OF APPEAL TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and employees.The Durpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : 4AStA'I 1 OU-0 G ( D I13 I A N9l1—TNFotiK IN41 X25, G -L. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance V11, Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO V If No,sign and date below. If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of J L`( ,20 1 Signature Print Name &ZA t G— I J flay • VE � RECEI x7 75 Town of Southold ` JUL � 8 2014 LWRP CONSISTENCY ASSESSMENT FORM ZONING BOARD OF APPEALS A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# ( 1 1 - o � - 1 -7 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. F� Building Dept. 0 Board of Trustees E I. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: i Location of action: RECENED Site acreage: Present land use: �-�� `" ZONING ESOARE)OF APPEALS Present zoning classification: R O 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: No �—(kFo tC �tja-,otu I LL-C— (b) Mailing address: U 0 k C 'q AAA-01 --V C-r-- N`1 t c s'>- (c) Telephone number:Area Code( ) 77 4 ?f (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No Q If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ (Not Applicable- please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ (Not Applicable— please explain) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL, Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey . SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form DECEIVED �/ N.Y.S.D.E.C. Trustees C.O.Application Examined 20PPEA Flood Permit BONING BOAROF D A Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Expiration ,20 Building In pector ID APPLICATION FOR BUILDING PERMIT � ` pm 2014 Date, �-�. 20 INSTRUCTIONS —.----a.This application be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall•expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicarfror name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder n\4kc Name of owner of premises (As on the tax roll or latest deed) If appl1pnt is a corporation, signature of duly authorized officer (Name and,title of corporate officer) Builders License No-. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prop sed w r will be done: �LAtt L House Number Street HaOell- County Tax Map No. 1000 Section t Block d Lot t • • 0K Subdivision Filed Ma No. Lot �� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Costal�f O Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Zi 0 • i Rear Depth ► 41 ' I Height Z� Number of Stories Z I . Dimensions of same structure with alterations-or additions: Front S�• "1 Rear 51.11 Depth S7.6' Height 2� ' Number of Stories . Z 8. Dimensions of entire new construction, Front Rear Depth Height Number of Stories 9. Size of lot: Front J_6 Rear 715.. 0 Depth �� •7 t 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO�Will excess fill be removed from premises? YES NO 14.Names of Owner of premises�,0(-*h. k.'M4B A dressb&i �Aq &1A'Jhone No. Z 7'1 Z$6` 19't0 Name of Architect _ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN'TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED: 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must pr i jfiqpegi*,111ii�c l data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ' N * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF t being duly sworn,deposes and says that(s)he is the applicant (Name of i ividual signing contract)above named, CONNIE D.BUNCH Notary Public,State-of Now York (S)He is the fA<V k No.01 BU6185060 (Contractor,Agent, Corporate Officer,etc.) Maimed Commission Expires i es lk ounty p' April 14.?.i of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. duo before me this F-�} day of 20 Notary Public Sigilature of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER- STREET VILLAGE DISTRICT SUB. LOT/v ` env .Y� !' f L--� 'd 'a::... *--., t4 i.,,;,. V !i✓'Fit '��`+ o f d 41 7' / s�J FORJ.}M/JE'P� W/N^-ER r: N E ACREAGE y1� T !`✓l, t i.JVi� I _ f/�, y1!< Tlr it c. Y "►_ S . W TYPE OF BUILDINGWse RES.,.` 1C) SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS it' %� ?! Url` 1713::ret C; lilt rnv e` 5iV5, c 0 2, 6 j /Dv of a'Z; AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland RECE �S_� Swampland JUL Brushland .�,.,> - ZONING House Plot APPEgLS Tota I t Iv iyJ I 7 4 ; ir� � � .r�?•i� ii I I i �+�r i4fi i I i t 1 I I I r �-A ..I 1 Blcl � ' � I '^ ' Foundation I I Bath xten 'on '" _ �j _! i �,�"� Basement a,t - " Floors I � rx xtension Ext. Walls Interior Finish i I -Fire Place Porch Roof Type .r , I Porch Rooms 1st Floor reezeway I Patio >, ;1 A Rooms 2nd Floor arage Driveway Dormer '. r I re B. 66 i FORM NO. t • TOWN OF SOUTHOLD BUILDING DEPARTMENT RECENED_/`7 Town Clerk's Office JUL 8 2014 (p 1 Southold, N. Y. ZONING BOARD OF APPEALS Certificate Of Occupancy No.Z4929. . . . . . . Date . . . . . . . . . . . .Doi. . . . 5 . . . . . . .. 19.72 7 Rd THIS CERTIFIES that the building located at . k%mmetrata.& Litt].*.Plt� Stye Map No.Nam.. .Pt. . . . Block No. . . . . . . . . . .]Wt No. Cutahague. . .ff.Yo. conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . . . .f ,y� . . .26 19.71. pursuant to which Building Permit No: . dated . . . . . . . . . . . . .Jj. . . 19.71., was issued, and conforms to all of the requim. ments of the applicable provisions of the law.The occupancy for which this certificate is issued is .Private. one• f'azUy dwe-lliAg•&• aoe*mwry bui2AUg. . . . . . . . . . . . . . v. The certificate is issued to . .Edward•D&aanann. .. . . . . 'tm" ••• • • • • • • • • • • • • • • . • • . . . (ovIner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval .R.R.6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . . . . . .p tR! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER. . . .2015. . . . .Street. . . .Little. ftgen&O •Bays .Rd. . . . . . . . . . . . . . . . . . . . 3475 Wunneweta Road . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . ti• • . • . . Building Inspector WOW X06.6 76' TOW14 OF SOUTHOLD �&? BUMDM DEPABT�N'r TO"C6&1101Ol�ee vacevED son*" N. Y. g 2014 JUL . ZONING gOARD OF APPEAI•S Certificate Of Occupancy No. .;00tf. . .. . Date . . . . . . . . . . . THIS CEEiT �ftt ft bu&ft 1�ed at . . .1�1JMMta feat!. . .. . . .. . stmet Map No. i#e#�. '��. Bi k op'. . . . . . . . .Lot MAW A.141... .�t'%4tvv R...XgTt. co dorms substantially to the Applicat ka for Badding Permit bwetofari filed in this-office dated . . . .. . . .. . y . ..30 . ., 1975 . . . . Pursuant to which Building Pendt No. 797AX. . dated . .. . . . . .. . . .Jam. ..., 19. .7.1, was issued, and conforms to an of ft require. . menta of the applicable PvvJsions of the'Lnv.The ompancy.for Which this mi Beate is issued is Psllftt* .OR! X+UY.0MIU E Ath .44.iidd RB. . . . . ...... .... . . .. . The certificate is issued to . . .`,' r9, . . . .... .... of the aforesaid buildin& (owner, lessee or tenant) Suffolk.County Department of Health Approval X.9A 9. . .. . . . . . . ... . . . . .. .. . . . . .. . .. .. v as CERTII+TCATE No. . ..Mtiri«. .. .. .. .. .. . . . . .. .. .... .. ....... .. HoU=NUMBER . .3475. . . . .. . Straet . . .,W=mweta .Road. ... ... .............. . . . . . . .. ... .. ... ...... .. .. ........... . . .. .. .. ........ .. .. .... .. .. .............. Yr. t 11 t : 1 Ii d a 0 0 ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE: 7/9/14 ZBA# NAME CHECK # AMOUNT TC DATE STAMP RECEIVED 6775 North Fork Investors 1169 $500.00 JUL 1 1 201 Southold Town Clerk $500.00 By_Ic_ Thank you. Town of Southold . P.O Box 1179 Southold, NY 11971 (631) 765-1800 RECEIPT # 6775 07/11/2014 North, Fork Investors Uc P O Box 294 Mattituck, NY 11952 Drivers License Number: Date of Birth: N/A Received $ 500.00 for ZBA Application Fees, on 07/10/2014. Thank you for stopping by the Town Clerk's office. As always, it is our pleasure to serve you. Elizabeth A. Neville Southold Town Clerk o�osuFFot�-oo ELIZABETH A.NEVILLE,MMC may r/y Town Hall,53095 Main Road TOWN CLERKC P.O. Box 1179 COD Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS O Fax(631)765-6145 MARRIAGE OFFICER �'� ��' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER �.( `�►a 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 11, 2014 RE: Zoning Appeal No. 6775 Transmitted herewith is Zoning Appeals No. 6775 of Craig Hasday for North Fork Investors LLC - The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Agricultural Data Statement, Short Environmental Assessment Form, Transactional Disclosure Form, LWRP Consistency Assessment Form,Notice of Disapproval from Building Department Dated June 25, 2014, Application for Building Permit Dated June 16, 2014, Copy of Property Record Card, Certificate of Occupancy No. Z4929 for a Private One Family Dwelling&Accessory Building, Certificate of Occupancy No. Z6645 for Private One Family Dwelling with an Addition Dated August 22, 1975, One Page of Photos of Property, Two Copies of Survey Showing Property as it Exists Dated June 4, 2013 Prepared by Peconic Surveyors, P.C., Five Pages of Plans Showing Elevations & Floor Plans Dated June 5, 2014 Prepared by Robert J. Gruber, Architect. BOARD MEMBERS • • Southold Town Hall Leslie Kanes Weisman,Chairperson *rjf $�UryOl 53095 Main Road-P.O.Box 1179 ti O Southold,NY 11971-0959 Eric Dantesc Office Location: Gerard P.Goehringer Cn Town Annex/First Floor,Capital One Bank George Homing O ,�p�Q 54375 Main Road(at Youngs Avenue) Kenneth Schneider ��'ou►�,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 7, 2014 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, AUGUST 7, 2014: 10:50A.M. - NORTH FORK INVESTORS, LLC. #6775 - Request for Variance from Article IV Section 280-18 (Bulk Schedule) and the Building Inspector's June 25, 2014 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; 1) less than code required single side yard setback of 15 feet, located at: 3475 Wunneweta Road (corner Little Peconic Bay) Cutchogue, NY. SCTM#1000-111-8-17 The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: Vicki.Toth(&-Town.Southold.ny.us Dated: July 14, 2014 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Vicki Toth 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 NOTICE OF HEARING The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road , Southold: NAME NORTH FORK INVESTORS, LLC #6775 MAP # 111 . -8- 7 7 • VARIANCE SETBACK REQUEST ADDITIONS and ALTERATIONS DATE : THURS , AUG . 7 , 2014 10 : 50 AM If you are interested in this project, you may review the file(s) prior to Othe hearing during normal business days between 8 AM and 3 PM . ZONING BOARD -TOWN OF SOUTHOLD 765 - 1809 -7 6" �o TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS (Name of Applicants) S CT'M Parcel # 1000- 111— COUNTY 1f—COUNTY OF SUFFOLK STATE OF NEW YORK j residing at New York, being duly sworn,deposes and says that: ` On the day of j�A l y , 2011, I personally mailed at the United States Post.Office in Y ,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 Of Assessors,or( ) County Real Property Office for every property which abuts and is across a public or private street, or vehicular right-o&way of record, surroundin a applicant's property. (Sign tore) Sworn td before me this day of amu,( , 20 [4 VICKI 70TH \(41Q L� - fWry Public Stst44 of New York No.0N6180696 �,�y (o (Notary Public) commissiondExpi es u Y 228,2D PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next -to the owner names and addresses for which notices were mailed. Thank you. 111-8-16, 111-11-26.1 James Duffy PO Box 1237 Cutchogue, NY 11935 111-8-18 Charles Watson PO Box 905 Cutchogue, NY 11935 111-8-19 Stephanie Marinelli 25 Beachwood Rd. HoHoKus, NJ 07423 111-21-1 Marilyn Flynn 2250 Little Peconic Bay Rd. Cutchogue, NY 11935 111-14-20 Eugene Lewis 73 Hudson St. NY, NY 10013 SECTIONmw- ON DELIVERY ■ Complete Items 1,2,and 3.Also complete nat item 4 if Restricted Delivery is desired. 13Agent !1X Print your name and address on the reverse S ❑Addressee 80 that W8 can return the Card to you. B. R ved b (Pr! Name) ate of Delivery ■ Attach this card to the back of the mailpiece, or on the front Ifspace permits. R D. Is delivery address different from item 17 ❑Yes 1. Article Addressed to: ! k' If YES,enter delivery address below: ❑No Pct. cX �os 3U � C,3 s 3. Service Type i ( `1 � � N� 13 Certified Mail 13 Express Mail ❑Registered ❑Return Receipt for Merchandise i C3 Insured Mall ❑C.O.D. — 4. Restricted Delivery?(Exna Fee) ❑Yes o� z° ffi N�ce>ab�2. AtWe Number 7011 1570 0002 4954 9403 13o ❑ �_ -0 1 PS Form 3811,February 2004 Domestic Return Receipt 102595.02-M-1640 V YL Ed OMPLETE THIS SECTION �• • • Ila' ru S ■ Complete Items 1,2,and 3.Also complete A. gnature - - S ❑❑❑ fr Item 4 If Restricted Delivery is desired. ant ❑ ■ Print your name and address on the reverse K `�O Addressees ° so that we can return the card to you. Er Er ■ Attach this card to the back of the mailpiece, B. Race] y(� Name) of Delivery or on the front If space permits. �� l ru 1. Article Addressed to D. Is del add Rem 1? O _ ❑❑❑ C3 If YES, er slivery c03 13 MS .5-�ephan e �`'�ar rill C3 �� Ln ri 3. Service Type ' I"'1 o- [40-ICUs d"1 LI^� C3 Certified!Mall C3 Express Mall 0- C3 —I —b' ❑Registered Cl Return Receipt for Merchandise o r` ❑Insured Mail ❑C.O.D. .. J 4. Restricted Delivery?(Extra Fee) ❑yes 2. Article Number CL N (r►arwaftmservice Mf 7011 1570 0002 4954 9434 N PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-� '� � LL ,. s= co . , . co COMPLETE THIS SECTION ON DELIVERYo ■ Complete items 1,2,and 3.Also complete nature Item 4 if Restricted Delivery is desired. X [3 Agent ■ ■ ■ ■ Print your name and address on the reverse ❑Addressee so that we Can return the card tp you. by( Name) C. a of INery ■ Attach this card to the back pf-the mailplece, - *l or on the front If space perr lltl' D. Is delivery addressX11111161ent from Rem 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 3. Service Type ❑Certified Mail O Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mall ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7011 1570 0002 4954 9397 (rhinsfer from 9 _ o2-M 1540 PS Form 3811,February 2004 Domestic Return Receipt 102595 MSI aI�� »�w T ru m xr, b 1 A L qQkrm Fn hsQ I A L Ln Ln CaMw FM -: \�n CWWIdr.. r O Raba R.oeiptlW c flJ L O 1b�i.A N '. O Reaan Rec..W Fse t r O ReeakUd Mrwry Fee , 0 Rsarte0 RarwAa4 .�� Res6bled DepAw-0 10-00 Ln Ln icw Pon'°.`F... $ 07/17/2014 rots)Poel.F.a Fr- $ x MQ.. amcs puffy MS-Marl n FI n P 0.&OX . _ 123 ..._+ oNle it9 .. 35 �` a,� �.. -��►#��Qe�s��,� srr aw, Cu�ho IIg3 0 S. Postal Setvice U.S. Postal Service • MCERTIFIED MAILL RECEIPT CERTIFIED MAIL RECEIPTo O F u " �CUTdp9f�itY 1195� M � � ,w �er � r It 0058 Ir Ponpe t C MWAd Fee ' r- 1- fu �@ STq�. 0.10W Fes � tk—'/q, ru til O It.emem1 ) -S� Ftere O Realm Receyt Fee Poeg7.lk :� O (Enaorrtron R.O= O ReeMkleO 'NP F« ': O Resumed Oa9w Fa (Endwrtrnt Requk!d) C d b� , �I r� � O (Entlon.mentgsgvMtl) OOL_ht� Ln TOW Poelape s Few 07 14 ral $ reel Poetape a Fees $ 07/17/2014 •C.l%r I t S w0.+S o►1 ,� ("��. 0 MR y�W;-•---•------------ ---- r-, .._. - - �• �.2 W i 5 r3 aPn�. Po. gym :................h.(3oY,905� 11935M arPOOm# l_��i3ew rs---------------------------------- `�� ' --------•- N R0-0 1 -3---.----- Ir m • HD ib��9 del A V, Ln 7 POMW $ W.19 STnno c.mma F" p Nye ru _ Pounr+ x o (..=R= Ln Total Poetess a Few $ 07/As �i►p0�}� I-IS-J`}eS'hoir--t,e �--21 ------ � Baa�--=---------------------•---------------------;--�-------•--------•--- O apomaft - a5 �h►UQod---------------------- -- TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of POSTING (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel #10.00- III —q- 17 COUNTY OF SUFFOLK) STATE OF NEW YORK) - i, �/`�e I S residing.at New York, being duly sworn, depose and say that: On the day of t6 W , 201�, I personally placed the Town's Official Poster, with the date of h ing and nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way(driveway entrance)—facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven(7)da77�7 the .date of the subject hearing date, which hearing date was shown to be (Si tore Sworn to before me this Day of�' , 201 VIC TOTH bkc �0�696�York Ca�� I i. olk County commission Expires July 28,2D_ �l (Notary Public) * near the entrance or driveway entrance of my property, as the area most visible to passerby. vpA `J #11808 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s) successfully commencing on the 31St day of July, 2014. LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY AUGUST 7,2014 Principal Clerk PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold, the fol- I lowing public hearings will be held by �pg the SOUTHOLD TOWN ZONING a -10:40tA M-ANDREW KEATING day Of 4 BOARD OF APPEALS at the Town and COLLEEN SHARP #6777 - Re- Hall,53095 Main Road,P.O.Box 1179, ,quest for Variance from Article XXIII Southold, New York 11971-0959, on Code Section 280-124 and the Build- THURSDAY AUGUST 7 2014. ing Inspector's June 3, 2014 Notice 9:30 A.M.-KAROL FILIPKOWS- of Disapproval based on an applica- KI#6748SE—(adj.from PH 7/10/2014) tion for building permit to construct 1:30 P.M. - ALEXANDER KoFi Applicant request a Special Exception accessory garage, at: 1) less than the CHRISTINA VOL NAS-'AS TRUSTEE 26774 - Request under Article IX Section 280-4113(1), code required front yard setback (for NOTARY PUBLIC-STATE C for Variances from Article XXII Sec- The Applicant is the owner request- waterfront property) of 35 feet, lo- tion 280-116 and Article III Section ing authorization to operate a con- cated at:700 Ruch Lane (adj. to Ar- No. 01V06101 280-15 & 15B and the Building In- tractors' yard. Location of Property: shamomoque Pond) Southold, NY. Qu011fied in Suffoll spector's June 10,2014 Notice of Dis- 41250 County Road, 48 (aka North SCTM#1000-52-2-28.1 My Commlecl— &„_,__. _eb approval based on an application for Road and Middle Road)Southold,NY. 10.50 A.M. - NORTH FORK IN- 1130 A.M. - KIMOGENOR building permit to re-build a single SCTM#1000-59-10-5 VESTORS.LLC#6775 - Request for POINT INC (Brennan) #6771 - Re- family dwelling with pool surround, 9:45 A.M. - MICHAEL RANSON Variance from Article IV Section 280- quest for Variance from Article XXIII cabana and legalize an"as built"stor- #6753 — (adj.from July 10,2014 PH) 18 (Bulk Schedule) and the Building Code Section 280-123 and the Build- age building with deck,at;1)less than Request for Variance from Article Inspector's June 25, 2014 Notice of ing Inspector's June 5,2014 Notice of the code required bulkhead setback of XXII Section 280-116B and the Build- Disapproval based on an application Disapproval based on an application 75 feet for all structures,2)"as built" ing Inspector's March 17,2014 Notice for building permit for additions and for building permit for demolition and storage building and deck at less than of Disapproval based on an applica- alterations to existing single family construction of a new single family the code required rear yard setback of tion for building permit for"as built" dwelling,at;1)less than code required dwelling at;1)a nonconforming build- 15 feet,3)accessory pool cabana pro- accessory structures(shed/deck),at;1) single side yard setback of 15 feet,lo- ing containing a nonconforming use posed in location other than the code less than the code required bulkhead cated at:3475 Wunneweta Road(cor- shall not be enlarged, reconstructed, required rear yard, located at: 805 setback of 75 feet, located at: 8740 ner Little Peconic Bay) Cutchogue, structurally altered or moved, unless West Road (adj. to Peconic Bay) Cu- Peconic Bay Boulevard(adj.to Great NY,SCTM#1000-111-8-17 such building is changed to a con- tchogue,NY.SCTM#1000-110-7-4 Peconic Bay)Laurel,NY.SCTM#1000- 11.00 A.M. - SPENCER DRAY forming use.The existing cottage is a The Board of Appeals will bear all 126-5-2.1 TON #6772 - Request for Variances non-conforming building with a non- persons or their representatives,desir- 10.00 A.M.-THOMAS and KATH- from Article XXIII Section 280-124 conforming use,located at:50 Jackson ing to be heard at each hearing,and/or LEEN BURKE #6763 — (Adj. from and the Building Inspector's June 28, Street (Adj. to Great Peconic Bay) desiring to submit written statements PH July 10,2014) Applicant requests 2013,renewed May 23,2014,updated New Suffolk,NY. SCTM#1000-116-6- before the conclusion of each hear- a Special Exception under Article III, July 9, 2014 Notice of Disapproval 24.1(Cottage#4) ing. Each hearing will not start earlier Section 280-13B(13).The Applicant is based on an application for building 1:15 P.M. - WINDSONG COVE than designated above. Files are avail- the owner requesting authorization to permit for additions and alterations LLC.#6776-Request for Variance from able for review during regular busi- establish an Accessory Apartment in to an existing single family dwelling, Article III Section 280-15 and Section ness hours and prior to the day of the an accessory structure,located at:1570 at;1)less than the code required front 280-105C3 the Building Inspector's May hearing. If you have questions,please .Bray Avenue (corner Fourth Street) yard setback of 40 feet,2)less than the 30,2014,Amended June 26,2014 Notice contact our office at,(631)765-1809,or Laurel,NY.SC7M#1000-126-7-26.1 code required side yard setback of 15 of Disapproval based on an application by email: Vicki.Toth@Town.Southold. 10:20 A.M.-WALTER BELANCIC feet,located at:1120 Jacksons Landing, for building permit to construct acces- ny.us. #6769-Request for Variance from Ar- Mattituck,NY.SCTM#1000-113-6-1 sory pool house, pergola, in-ground Dated:July 14,2014 ticle III Section 280-15 and the Build- 11:15 A.M. - SHOWALTER pool and deer fence, at; 1) accessory ZONING BOARD OF APPEALS ing Inspector's May 29,2014 Notice of FARMS. LLC. #6778 - Request for pool house,pergola,in-ground pool in LESLIE KANES WEISMAN, Disapproval based on an application Special Exception under Article III, p p g for building permit for "as built" ac- Section 280-13B(12) for equestrian location other than the code required CHAIRPERSON oth cessory shed, at; location other than stables and riding academy,located at: rear yard,2)8'deer fence proposed in 54375 Main Road(Office LocatY.Vicki ion) the code required rear yard,located at: 18625 Main Road(aka NYS Route 25) location other than side and rear yard, 53095 Main Road(Mailing/USPS) 500 Hill Road(Midfarm Road)South- Mattituck, N o SCTM#10S Route 25) located at:3770 Private Road#1 ad'.to old,NY.SCTM#1000-70-4-35 &1.4 Long Island Sound) East'Marion,NY. P.O.Box 1179 SCTM#1000-22-3-4 11808-IT 7/31 Southold,NY 11971-0959 ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net July 14, 2014 Re : Town Code Chapter 55 -Public Notices for Thursday, August 7, 2014 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 July 21St: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable you are requested to make other attempts to obtain 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 July 28th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later July 30th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before August 5, 2014. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Encls. AREA=45,428 SGS. FT. or 1.043 ACRES N TO ME LINES SURVEY OF PROPERTY AT NASSAU POINT LOT 151 262.70. TOWN OF SOUTHOLD ti E-W. . SUFFOLK COUNTY, N Y. 1000-111-08-17 C14 SCALE. 1'=30' N78-36-20"E JUNE 4, 2013 nN H.9 (i Y P/0 LOT ' AUGUST 12,2013(CERT?HCA'1TONS) x Flt SHEOO 6 O.3S• r \ O,& P/O LOT 145 MSHED \3e o \\ $PIPE MOOR. W. �.\ a2 w. �' CAR t,n STORY Twp ' FRAME HOUSE -' O ~ n P/0 LOT 144 a caH¢ (� COVER O n CBRTIF113D TO: • ti O c O LOT 144 0 NORTH FORK M VESTORS,LLC- P/ STEWART TITLE INSURANCE COMPANY to ADVOCATES ABSTRACT,INC. % o0 ? 276.50 � NBH,Y ■=MONUMENT LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU PAINT, OWNED BY NASSAU POINT CLUB PROPER77ES \ off w a 48' INC"FILED IN THE SUFFOLK COUNTY CLERKS OFFICE �� 1p6' ROAD � ON AUGUST 16, 1922 AS fTLE NO. 156. 20"W pjjC BA �D 496 8 ANY AL7ERAn0N 0R Aa 7101 M n9S&MEY IS A WOLATM N865430`W S78' �pVFa ROAD��„nt TL' P� O. 49818 OF SEC7XW 720A W NEW MW STATE EDUCAnaV LAW. 3t.y57' 11��"' C�IfC V£ - EXCEPT AS PER WCnaV 7209-SU MW-gaV 2- ALL CERTFIC4DONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR TNS MAP AND CAMS TMWOF Oft Y FP.O.�j P.O. BOX 909 SND MAP Cl?CalVES BEAR 7W MONESSED SEAL OF 7W SURWYOR (/(�_ ,/ 1230 TRAVELER STREET HHOSE 90YAnW APPEARS HEREaV _ SOUTHOLD, N.Y. 11971 13-179 RECEIVED JUL 8 2014 ZONING BOARD OF APPEALS BOARD MEMBERS OF SUI Southold Town Hall Leslie Kanes Weisman,Chairperson �� yQ53095 Main Road-P.O.Box 1179 !p Southold,NY 11971-0959 Eric Dantes [ Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning i� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQUNTY,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809-Fax(631)765-9064 August 22, 2014 Craig Hasday 118 Andover Road Rockville Center,NY 11570 RE: ZBA Application#6775 —North Fork Investors, LLC Dear Mr. Hasday: Transmitted for your records is a copy of the Board's August 21, 2014 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 this determination to the Building Department. If you have any questions, please call the office. Sincerely, Vicki Toth Encl. Cc: Building Dept. M,-e-- 17 310382 ,tib r �I rb i2 n T 1.5A(c) t.6A(c) \ s P• r' ryp a � 1�P � \ a: 3 pa m 't)' » + ,.p` 1 p°. p,8 $�. R+ eP 7s $ ` is �g1 �, 'rnsas In M NHADEN p i' - ,p, 6+ a $ 17 °,ss5 21too +9 3 OM 162 vm 3 ojtj $ ws 001 17 Cp`"'gY '$ $ /fin 0PM 14 y°, m a 4 pr` o^ i pmn 6 y° O pa, 15 1.1A(c) "'. 10 9 "1 113 7 iR+` ':: 4 Csn i0 1.7A(c) 12 B L.as tom+ VIM P.w 19 9 >m 9 1014 14 110" 27 00a p" 10 2.9A(c] 12 "f11A(D)N� 4✓ y_qj-",117 oyd- (.0.0 (P� O` 17 1.30 +yL 19 x 26.11 ,Aye a 3.11A(C) $• a,' ,'2.1 A ser V-111, 11 110 r• 6 `p 11 '"- 1.8A(C).2 1 �zo 'op` `p 1.3A( 411" 22 , i 2.6A(G) "a 10 N� 1i ' k s,O"-k7tA(c) 1 rr $ 'wwi pr, 22.1 +9, ' P6 011? '.Ntw Nm Nm 23 24 , I a- --' psh 5.4_ F 9 9 ,11,9 NAI t 23 7.1s'CP m Cp141C 24 5.3 +0 to 4C 121 I I ,1 tHwl Vp° � 7.2 2.8A(c) , 2. 0, ♦0 ; sl 4,sa 4n 27.7 '1<52, Nw :s[ 1.7A(c) p rm ♦ 8 p p `p ' p`e 6' ''35.8 a Yo R a Ir"o` 29 ~' 1.3A(( c) P ,pir01, p G 1.4 4.1 3 pp $ �yyETA wo I b 01 2.6A(c) 1 A."MCI ' +6 $ ,p�``( FOR PCL.NO. SEE SEC.NO. O 36.8 + 6E�7tgmH17 70 ti C1 M qN. MATCH__g LINE p 1+s v MATCH UNE ,q ♦ A�, p' 1.5 N 3W.582 1.6 e 8 �• 1.3A(c) Op, NOTICE COUNTY OF SUFFOLK © K 1--1 SOUTHOLD SECTION NO A19 MAINTENANCE.ALTERATION,SALE OR EUJ,. Real Property Tax Service Agency Y DISTRIBUTION OF ANY PORTION OF THE {pN;y c� MLLAf'E OFI1 1OLK COUNTY TAA MAP IS PROHI&TED County Center I&E IN A,N Y 11901 1174 W THOM.111 N PERMISSION OF THE ]00 a SGLLE W FEET. AM1REAL PROPERTY TAX SERVICE AGENCY PD18TRICT NO �QQQ PROPERTY MAP