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HomeMy WebLinkAbout6856a(,�-d o c2v s�T l� ,�� T'rd � �c e,•v �c �.9 y' �j �. r�/�v c�E / F1 c �U /OV� -r Gy ,67 e, _51--41j gp' 1101,,9e,,-- t -,We a ,.v BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 hnp://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVE® TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 JON 9 2015 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 4, 2015 SOuthold Town Clerk ZBA FILE: 6856 NAME OF APPLICANT: Rocco Resciniti SCTM# 1000-111-14-18 PROPERTY LOCATION: 1220 Little Peconic Bay Road (adj. to Wunnewetta Pond), 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 referred as required under the _Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 2, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Apr i1 24, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is non -conforming with 16,307 sq. ft. It is improved with a single family dwelling. It has 124.15 feet of frontage on Little Peconic Bay Road, 148.97 feet on the east property line, 128.97 along Wunnewetta Pond and 156.30 feet along the western property line as shown on a survey dated 10/14/14 prepared by Constance Pilnacek, PLS. BASIS OF APPLICATION: Request for Variances from Article III Section 280-15F&C and Article XXIII Section 280-124 and the Building Inspector's February 12, 2015, amended February 19, 2015 Notice of Disapproval based on an building permit application for construction of an accessory garage, at; 1) less than the code required front yard setback of 35 feet, 2) location in other than the code allowed front yard on waterfront properties, 3) total square footage of more than the code maximum allowed of 660 square feet. RELIEF REQUESTED: The applicant requests variances to 1) construct an accessory garage having a 20 foot front yard setback where the code requires a minimum front yard setback of 35 feet, 2) to locate the subject accessory garage partially in a side yard where the code only permits front (on waterfront properties) or rear yard locations and 3) to construct subject accessory garage having 840 square feet where the code requires a maximum of 660 square feet, all as shown on the Architectural Drawing prepared by John'Sbaglia R.A., Sheet # SP -1, dated 1-2-2015. Page 2 of 3 — June 4, 2015 ZBA#6856 — Resciniti SCTM#1000-111-14-18 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on May 13, 2015, submitted a plan increasing the front yard setback to 25.4 feet and reducing the square footage of the subject accessory garage to a code conforming 660 square feet, eliminating the need for a non -conforming square footage variance, all as shown on the Architectural Drawings prepared by John S ADDITIONAL INFORMATION: This property was granted a prior variance 42410 (1978) to permit a shed in the front yard. FINDINGS- OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 7, 2015, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law . &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or adetriment to nearby properties. Accessory garages are common structures to residential properties. A front yard location is permitted on waterfront parcels and only approximately 25% of the subject accessory garage is proposed in a non -conforming side yard.. The elevation/grade of the subject parcel is lower than that of Little Peconic Bay Road, which will mitigate the visual impact of the proposed accessory garage from the road. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The placement and orientation of the existing dwelling along with the sloping property grade and wetland/bulkhead locations reduces, if not prevents, locating a 660 square foot accessory garage in a code conforming location on this parcel. 3. Town Law V67-b(3)(b)(3). The variance granted herein for a front yard setback is mathematically substantial, representing 276/o relief from the code. However, the elevation/grade of the subject parcel is lower than that of Little Peconic Bay Road, which will mitigate the visual impact of the proposed accessory garage from the road. The variance granted herein to locate an accessory garage in a side yard location is mathematically substantial, representing 100% relief from the code. However, only a portion (approximately 25%) of the proposed accessory garage is proposed in a side yard location. 4. Town Law X267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5, Town Law §267-b(3)(b)(5). The difficulty has been self --created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief; pursuant to the Amended Application, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing an accessory garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried, to GRANT the variances as applied for, pursuant to the Amended Application, and shown on the Architectural Drawings prepared by John Sbaglia R.A., Sheet #'s SP -1, A-1, A-2, NP -1 and NP -2 all sheets dated 5/10/2015, Page 3 of 3 — June 4, 2015 ZBA#6856 — Rcsciniti SCTM#1000-111-14-18 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dante, Goehringer. This Resolution was duly a opted (5-0). 414" Leslie Kanes Weisman Ch ' person Approved for filing Z / d /2015 I� CzENE2AL NOTES I. THE WORK SHALL �>E IN CONFORMANCE WITH ALL 12. ALL CONSTRUCTION DEf5RI6 AND REI=USE SHALL t�E APPLICABLE GORES AS WELL AS ALL AGENCIES REMOVED FROM THE I�UILPINO AT THE END OF EACH HAVING JURISDICTION. ALL PERMITS WILL %E SECURED WORK PAY AND LEGALLY DISPOSED OF OFF THE f5Y THE CONTRACTOR WHO SHALL GIVE ALL NOTICES PROPERTY. NO I�URNINO Of: PEi5RIS OR REFUSE IS REQUIRED f5Y LAW AS WELL AS PERFORM ALL PERMITTED. TESTING AND INSPECTIONS AS REQUIRED. NO WORK SHALL f5EOIN UNTIL ALL NECESSARY PERMITS ARE 15. ANY EXISTING SERVICES UNCOVERED f5Y GUTTING OR ISSUED. IN ALL GASES, THE MOST RESTRICTIVE DEMOLITION OPERATIONS WHICH INTERFERE WITH THE LIMITATIONS OF ANY APPLI6Af5L.E CODES SHALL f5E Ln NEW GONSTRUGTION' AND WHICH ARE REQUIRED TO FOLLOWED f5Y THE CONTRACTOR. 15E MAINTAINED AS AN INTEGRAL FUNCTION OF THE f5UILPING SHALL f5E RELOCATED TO CLEAR THE NEW 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO - CONSTRUCTION. FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND — LU TO VERIFY ALL DIMENSIONS ANP CONDITIONS Of: 14. WHERE EXISTING CONSTRUCTION NOT PART OF THE EXISTING f5UILPINO AND SITE. IN CASE OF CONTRACT 16 PI6TURf5EP DURING THE EXECUTION OF PISCREPANCIES f5ETWEEN THE CONTRACT DOCUMENTS THIS WORK, PATCH AND REf=1NI6H TO MATCH AND ACTUAL FIELD CONDITIONS. THEY SHALL f5E ORIGINAL CONDITION. REPORTED TO THE ARCHITECT. IN WRITING FOR z CORRECTION. WORK DONE AFTER THE DISOVERY OF 15. WHERE THE GONFLIGTS f5ETWEEN THE CONTRACT PISCREPANCIES AND PRIOR TO RECEIPT OF WRITTEN DRAWINGS, SPECIFICATIONS, APPLI6Af5LE COPES, THE APPROVAL FOR CORRECTION SHALL f5E AT THE MOST STRINGENT REQUIREMENTS SHALL APPLY. CONTRACTOR'S RISK. NO ADDITIONAL COST WILL f�E ADDED TO THE PROJECT DUE TO CONTRACTOR'S 16. ON DRAWINOS, PIMENSIONS HAVE PREFERENCE OVER OVERSIGHT . IN VERIFICATION OF EX16TINO CONDITIONS. x SCALE. 5. THE CONTRACTOR SHALL COOPERATE WITH OTHER 11. ALL WORK SHALL i5E EXECUTED IN ACCORDANCE WITH CONTRACTORS ANP SHALL LAYOUT AND INSTALL HIS THE f5E6T ACCEPTED TRADE PRACTICES AND AS PER WORK AT SUCH A TIME ANP SUCH A MATTER AS MANUFACTURER'S RECOMMENDATIONS. NOT TO PELAY OR INTERf=ERE WITH THE CARRYING f=ORWARP OF THE WORK OE OTHER CONTRACTORS. 18. SUBMIT SHOP DRAWINGS AND SAMPLES f=OR ALL Q ITEMS AS SPECIFIED IN THE CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL PERFORM HIS WORK SO U THAT A MINIMUM Of= DISRUPTION IS CAUSED TO Iq. THE CONTRACTOR SHALL COORDINATE, SCHEDULE, THOSE PORTIONS OF THE ll�UILDINO WHERE THERE IS p AND EFFECT ALL REQUIRED UTILITY SHUTDOWNS IN NO WORK. w COORDINATION WITH THE OWNER. TWO WEEKS PRIOR 5. ACCESS TO ALL AREAS OF THE f5UILPINO SHALL f5E COORDINATED 15Y THE OWNER. 6 . CONSTRUCTION OPERAT I ONS SHALL t�E COORP I NATER AT ALL TIMES WITH THE OWNER. 7. ALL EXITS SHALL f5E KEPT READILY A66E66If5LE AND UNOBSTRUCTED AT ALL TIMES. 8. THE TERM 'TO REMAIN' IS USED TO INDICATE THAT AN ITEM IS EXISTING AND NO MAJOR WORK IS REQUIRED, HOWEVER, THE TERM DOES NOT PRECLUDE PATCHING, REPAIRING, REFINISHIING, ETC. Q. WHEN PATCHINO AND REPAIRING ARE GALLED FOR I�Y THE DOCUMENTS, IT IS NOT TO f5E CONSTRUED THAT THESE ARE THE ONLY PLACES WHERE SUCH WORK IS REQUIRED. IO. ALL PATCHING ANP REPAIRING OF SURFACES IS TO f�E PONE WITH MATERIALS AND WORKMANSHIP TO MATCH ADJACENT SURFACES. 11. REMOVE AND PATCH EX16TINO WORK AS REQUIRED TO ACCOMMODATE NEW WORK. mlswl&lwj "IF UNDISTURBEI NOTICE SHALL f5E REQUIRED. 20.PAT6H AND REPAIR AS REQUIRED EX16TINO PAMAOED CONSTRUCTION IN AREA OF WORK AND WHERE PISTURf5EP f5Y NEW WORK. ALIGN AND f5LENP DAMAGED CONSTRUCTION WITH ADJACENT EXISTING SURFACES. 21. FINISH FACE OF NEW WORK SHALL ALIGN WITH FINISH FACE OF EX16TINO WORK. 22. DELIVERIES AND REMOVALS SHALL f5E AS PIRECTEP 15Y THE OWNER. 25. SLL FRAMING LUMBER SHALL MEET OR EXCEEP THE FOLLOWING: F= 12-00p s i, E= 1,7((0,000 24. JOIST HANGERS TO �?E "TECO" OR EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS. 25. PROVIDE HEADERS (MIN. 2"x8" U.O.N.) OVER ALL POOR AND WINDOW OPENINGS SUPPORTED f5Y POUf5LE STUDS AT EACH SIDE. 2 5 . NEW W I NDOVJS TO f5E f5Y ANDERSEN, 400 SERIES, TERRATONE COLOR IN EX16TINO ROUGH OPEN I NOS. kILKUAU IItS DNTINUOUS :L ROD 4'-0" O.C. DOTE: iORIZONTAL TIMBERS OR RAILROAD TIES. )RIVE ROD THROUGH VERTICALLY AT 4'-0" ).C. IF SOIL IS ACTIVE OR IF MORE THAN T-0" )F SOIL IS BEING RETAINED. CONSIDER A "DEADMAN" AT t6'-0" O.C. TERRACE WALL DETAIL ISI W GARAGI 1220 LITTLE PECONIC BAY ROAD, CUTCHOGUE, NY '5.4-30,4\ 1 40 A3°,,1'h4 „ LITTLE PECONIC BAY ROAD — FRONT YARD SETBACK � 407 .236 RD 5ETBAGK .. ...-- . • SIDE YA TTN pON1) 'p/O 407--23S 5 00600 Y, RECEIVED(^ (l 9�-b MAY 1 3 2015 BOARD OF APPEALS NEW TERRIE WALL 5EE DETAIL ON SHEET 5P-1 P/o 4oT Z3 FINAL MAP REVIEWED BY ZBA SEE DECISION # (� DATED / y /6)0/5- PLOT PLAN SCALE: I "=10'-0" REVISIONS: Ln I— U - U L — LU �z = Q� OL LLw � Q z L (n Q x Z CD = W pyo Q Q 11J 0SZ U z p W m w U z z � U � — E U O z�� J U � () p U W CV L Q uj z �j BC Lu o U Z C O a L z DRAWN: R. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 5/10/2015 5EA SHEET NUMBER: !i a ��•'� 1 •: iii � �:«�� •�,: i�.' •�' :b�ti b"Wx561D POURED CONCRETE FOUNDATION w/ b" CONTINJOU5 FOOTING - NEW 4" CONCRETE 5LA5 ON 6RADE () 3N o N I v2 4 Ln I i•� U L — z = ��•'� 1 •: iii � �:«�� •�,: i�.' •�' :b�ti b"Wx561D POURED CONCRETE FOUNDATION w/ b" CONTINJOU5 FOOTING - NEW 4" CONCRETE 5LA5 ON 6RADE I�1 C■ I •1 All IAI /1111 AI /111 I.1 /1111 �1 /111 I AI r1■ 0 30'-0" 4X4 WD POST 7—M?OF2) () 3N o 4 Ln i• I�1 C■ I •1 All IAI /1111 AI /111 I.1 /1111 �1 /111 I AI r1■ 0 30'-0" 4X4 WD POST 7—M?OF2) () 3N o DOUBLE TRIMMER ^ROUND OPENING O NEW WD STAIRS, W/ 54" — HI6H RAILING UP &ARA&E r ---------7 r ----------- I I I I I I I I 1 04 WD P05T (M) I I &-0"XS'-0" I I ql-0Ilxal-o.. J 6ARA&E DOOR L J 6ARA6 DOOR `— (2) 2X12 HEADER (2) 2X12 HEADER oc 0)GARAGE DOOR OPERATOR --1 F-----------1 I I I I I I I I I PAN 61-0 XV -0I L J 6ARA&E DOOR L (2) 512 HEADER 1' 8'-0" -0" 9'-0" '-0" rB GARAGE 1ST FLOOR PLAN A-$ GARAGE 1 ST FLOOR PLAN SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" V/-\K/-\vt LINU I-LUUK t -OU N SCALE: 1/4"=P-0" 1'-6" RcCEiv ED MAY 13 2015 BOARD OF pPPEAUS RIDGE VENT 1-5/4"XI2" LVL RIDGE BEAM TOP OF RIDGE 12"x12" ALUM. 2X12 RAFTERS m 16" O.G. 17'-4 1/2" VENT BEYOND ASPHALT SHIN6LE5 (AS SELECTED 2X8 RAFTERS — 12 BY OWNER) ON 15 LB. FELT ATOP m 16" O.G. 1/2" PLYWOOD 5HEATHIN6 8— PROVIDE LATERAL BRACING STORAGE BETWEEN EACH J015T. PROVIDE CONT. ICE 4 WATER SHEILD TO 2'-0" FLA5HIN6 BEYOND WARM SIDE OF WALL 5/4" PLYWOOD SUB -FLOOR OVER ot 2ND FLOOR F.F.E. FLOOR JOISTS WD. BLOCKING AS, RECD. ot TOP PLATE ALUM. DRIP ED6E DOUBLE 2X4 TOP PLATE ALUM. GUTTER E LEADER 12" W180 TJI's 0 12" (I) LAYER OF 5/8" TYPE "X" 2"x8" RAFTERS OG. FLOOR JOISTS GYPSUM BOARD ON CEILING AZEK FASCIA BOARD 016110.0. AZEK SOFFIT W/ SOFFIT (1) LAYER OF 5/8" TYPE "X" VENT 6YP5UM BOARD TO EXTEND TO UNDERSIDE OF ROOF WOOD CLAPBOARD TO GARAGE MATCH EXI5TIN6 1/2" PLYWOOD 5HEATHIN6 ON 2X4 P. TREATED SILL PLATE. 2x4 WD. 5TUD5 a 16" O.G. PROVIDE TERMITE SHEILD R HOUSE WRAP ON EXTERIOR SILL SEALER (TYP) WOOD RAILING 4 SIDE OF PLYWOOD 121 I MIN TO STEPS BEYOND 4" GONRETE SLAB ON 6" MIL V.B. SHEATHING GRADE 5/8" DIA. ANCHOR BOLTS a 1 ST FL. FFE 5'-0" O.G. MAX. AND MAX. 12" 0'-0" F " FROM EACH CORNER RADE VARIES- — — z ��—� _� � � i I I—III-1 I I �I�I I IST . I � ;111,—�. I I� � �I I I i � I � �T�� T I ISI I •T —I _8" POURED CONCRETE .•t;. —I — FOUNDATION WALL (TYP) 17 o —ILI I--11�f-- m— _m- :211X411 KEYWAY GARAGE SECTION - A 8"X16" DEEP GONG. FT& FINAL MAP REVIEWED BY ZBA SEE DECISION # 61 ?6(-0 DATED CP / q 001s- REVI5ION5: Ln U L — z = Q � "•-ate 0 Q Z Lu J Q z m � z zoo O d Q IL L) Q W O U z >-- p W m >- U w (J) z z w O WLLJ 1L U �- LLL O z J = W p U oL c\j Q i Z O f -- U LU W (s) Ut L Q z Z O� zQ Q fl— LL1 z O O J LL- LLJQ Q QD DRAWN: R. JUAREZ CHECK: J.5BALGIA SCALE: AS NOTED DATE: 5/10/2015 SEA w"'��'•' �1t'u % OF NEv" SHEET NUMBER: cs DECORATIVE BRACKET TO BE SELECTED BY OHNER AZEK TRIM AROUND 6ARA6E DOORS (T ALUM. &UTTER 1 v 11111111110 ARCHITECTURAL LOUVER AZEK TRIM AROUND WINDOWS (m) COPLAY 6ARA6E DOOR `— LIGHT FIXTURE (M OF 2) C". OF 3). TO BE SELECTED BY OWNER GARAGE FRONT ELEVATION 12'xIV ROOF — VENT (TYP OF 2) 50ALE: 1/4"=l'-011 AZEK TRIM AROUND WINDOWS (TYP) r� M MElo WOOD CLAP BOARD 510IN6 TO MATCH E:XI5TIN6 GARAGE REAR ELEVATION SCALE: 1/4"=1'-0" TOP OF PARKING AREA _EL. 18 N DEADMEN� SEL; 16 TIES. SEE _ \ DETAIL ON�.Ll��l� I m \ \ L. 14 I MIN TO . 1 . GRADE TOP OF RIDGLr-- 174172"0- 2ND 1741/2' 2ND FL FFE 9'-11 3/4' AFF 1ST FL FFE 0'-0" AFF Ah GRADE VARIES TOP OF RIDGE 1T-4 1/2" 2ND FL F-FE� 9'-113/ AFF ALUM. GUTTER DECORATIVE BRA( TO BE SELECTED E OWNER ALUM. DOWNSPOUT A7Fr TRIM •Qni Mfg 510IN6 TO MATO GARAGE SID5TIEEVATION SCALE: 1/4"=1'-0" 12 217 AZEK TRIM AROUND WINDOWS (TYP) I 1 I I I SIDING TO MATCH EX15TIN6 TOP OF RIDGE 17'4 1/2' 2ND FL, FFE 9'-113/4" AFF 1 ST FL FF_ E 1 1 1 ST FL. FFE 0'-0"AFFdk 0'-0' AFF GRADE VARIES GRADE VARIES WOOD CLAP BOARD 51DIN6 TO MATCH EXISTING GARAGE SIDE ELEVATION �— RID6E VENT SCALE: m EM om mom s/4" PLYWOOD SUB -FLOOR OVER FLOOR -JOISTS (1) LAYER OF 5/6" TYPE "X" SYP5UM BOARD ON GE I L I NS (1) LAYER OF 5/6" TYPE "X" GYPSUM BOARD TO EXTEND TO UNDERSIDE OF ROOF 1-s/4"X12" LVL RIDGE BEAM MEM01010 O 12" WI60 TJI's m 12" OG. FLOOR JO 1 STS WOOD RAILING E STEPS BEYOND 2X4 P. TREATED SILL PLATE. PROVIDE TERMITE 5HEILD 4 SILL SEALER (TYP) 4" CONRETE SLAB ON 6" MIL V.B. GARAGE SECTION - B SCALE: ' n 1 Il�j 11 11 Nome AZEK SOFFIT W/ SOFFIT VENT WOOD CLAPBOARD TO MATCH EXI5TINO 1/2" PLYWOOD SHEATHING ON 2x4 WD. 5TUD5 m 16" O.G. HOUSE WRAP ON EXTERIOR SIDE OF PLYWOOD SHEATHING 5/6" DIA. ANCHOR BOLTS a 5'-0" O.G. MAX. AND MAX. 12" FROM EACH CORNER 6" POURED CONCRETE FOUNDATION WALL (TYP) :211X411 KEYWAY 6"X16" DEEP GONG. FTS RECEIVED t'A 13 2015 60ARo OF opEN-5 FINAL MAP REVIEWED BY ZBA SEE DECISION # 0520 DATED(P / L/ 1 REVISIONS: III I MEN W�W� NEI No NINE■ ■WWW■ MINIM mlm WWW Ln 7E Mimi ME U W - � z _ U Q NZ DL LLw 0 Q Z COPLAY 6ARA6E DOOR `— LIGHT FIXTURE (M OF 2) C". OF 3). TO BE SELECTED BY OWNER GARAGE FRONT ELEVATION 12'xIV ROOF — VENT (TYP OF 2) 50ALE: 1/4"=l'-011 AZEK TRIM AROUND WINDOWS (TYP) r� M MElo WOOD CLAP BOARD 510IN6 TO MATCH E:XI5TIN6 GARAGE REAR ELEVATION SCALE: 1/4"=1'-0" TOP OF PARKING AREA _EL. 18 N DEADMEN� SEL; 16 TIES. SEE _ \ DETAIL ON�.Ll��l� I m \ \ L. 14 I MIN TO . 1 . GRADE TOP OF RIDGLr-- 174172"0- 2ND 1741/2' 2ND FL FFE 9'-11 3/4' AFF 1ST FL FFE 0'-0" AFF Ah GRADE VARIES TOP OF RIDGE 1T-4 1/2" 2ND FL F-FE� 9'-113/ AFF ALUM. GUTTER DECORATIVE BRA( TO BE SELECTED E OWNER ALUM. DOWNSPOUT A7Fr TRIM •Qni Mfg 510IN6 TO MATO GARAGE SID5TIEEVATION SCALE: 1/4"=1'-0" 12 217 AZEK TRIM AROUND WINDOWS (TYP) I 1 I I I SIDING TO MATCH EX15TIN6 TOP OF RIDGE 17'4 1/2' 2ND FL, FFE 9'-113/4" AFF 1 ST FL FF_ E 1 1 1 ST FL. FFE 0'-0"AFFdk 0'-0' AFF GRADE VARIES GRADE VARIES WOOD CLAP BOARD 51DIN6 TO MATCH EXISTING GARAGE SIDE ELEVATION �— RID6E VENT SCALE: m EM om mom s/4" PLYWOOD SUB -FLOOR OVER FLOOR -JOISTS (1) LAYER OF 5/6" TYPE "X" SYP5UM BOARD ON GE I L I NS (1) LAYER OF 5/6" TYPE "X" GYPSUM BOARD TO EXTEND TO UNDERSIDE OF ROOF 1-s/4"X12" LVL RIDGE BEAM MEM01010 O 12" WI60 TJI's m 12" OG. FLOOR JO 1 STS WOOD RAILING E STEPS BEYOND 2X4 P. TREATED SILL PLATE. PROVIDE TERMITE 5HEILD 4 SILL SEALER (TYP) 4" CONRETE SLAB ON 6" MIL V.B. GARAGE SECTION - B SCALE: ' n 1 Il�j 11 11 Nome AZEK SOFFIT W/ SOFFIT VENT WOOD CLAPBOARD TO MATCH EXI5TINO 1/2" PLYWOOD SHEATHING ON 2x4 WD. 5TUD5 m 16" O.G. HOUSE WRAP ON EXTERIOR SIDE OF PLYWOOD SHEATHING 5/6" DIA. ANCHOR BOLTS a 5'-0" O.G. MAX. AND MAX. 12" FROM EACH CORNER 6" POURED CONCRETE FOUNDATION WALL (TYP) :211X411 KEYWAY 6"X16" DEEP GONG. FTS RECEIVED t'A 13 2015 60ARo OF opEN-5 FINAL MAP REVIEWED BY ZBA SEE DECISION # 0520 DATED(P / L/ 1 REVISIONS: Ln U W - � z _ U Q NZ DL LLw 0 Q Z W Q (`) _Z Z QO z�Ez m = W Opo -� Q cL Q Q lL O0 U � z Q O uw m w (s Z Z R/ U — E CD I-- w O WC\j p U CV m I z O U w w (1) U w � z z Q o U z O wo z > w J W W Q DRAWN: K. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 5/10/2015 SEA FED SHEET NUMBER: a (4) IGD TOENAILS FROM RAFTER INTO RIDGE PER TABLE R602.3(I) FASTNER SGHEDUE FOR STRLL'TURAL MEMP RS - SIMPSON LSL= SIMPSON 6520x24 MIN. STRAP 9 EACH RAFTER WITH COMMON NAILS ® EACH SIDE OF STRAP STRAP MUST EXTEND IV GEYOrD RAFTER FACE (5EE WFCM TAME 13.4 rHls Sr ROOF RAFTER, SFE PLAN NOTE --� WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE (lo CATHEDRAL OR VAULTED CEILINGS) SIMPSON LSU2& HANGERS REQUIRED • EA. RR TO RIDGE OR HIP CONNECTION IN ACCORDANCE WITH RbO2.3.1 IN ADD. TO STRAPPING. RIDGE TENSION STRAP DETAIL NOT TO SCAZ SIMP60N STRONG -TIE H?- CONNECTOR ZCONNECTOR NAILED IN AGGORDANGE w/ MANLfAGTURERS INSTRUCTIONS GUT R.R. TO AJ -ON FOR SHEATHING TO BE NAILED TO tiox 5P COMMON NAILS @ EACH END OF STRAP (SEE WFGM TAIbLE 3. THIS SHEET) of FLooR ,4o1ST 2x14 STUD @ 16" O.G. W/ SIMPSON STRONG -TIE (S2o STRAP @ EACH STUD MIN. BEARING ON STUD URFAGE 12"' 812 COMMON NAILS @ EACH END of STRAP (SEE WF(M TABLE 3.312 THIS SHEET) 6IMP50N STRONG -TIE (520 STRAP @ EACH STUD INSTALL BETWEEN SILL AND TOP OF FDN. WALL MIN. 15E.ARIN0 ON STUD SURFAGE IZ" PROVIDE TERMITE SHIELD ' . OVER SILL SEALER AND Ilo MAINTAIN S" MIN. FROM - WD. TO FIN. GRADE 237 312 ANCHOR f5OLT CONNECTIONS 5/8"o STEEL ANCHOR BOLTS FASTEST MILE WINP6PEED (MPH) MAX V -d' OG. (SEE WFGM ••' TABLE 3.2-A THIS SHEET) 1x15 EXTEND BOLTS MIN. 7" INTO . % . EDN. WITH TIGHTENED NUT �' & WASHER TO EA( BOLT. '• .; :: IF SNMP" STRNGMOR a 4o -TIE y K "P ANOT USD 100 SECOND FLOOR FIRST FLOOR f5ASEMENT RIP6E 6IMP60N STRONG -TIE L66U28 SCAL: NOT TO SCALE TYPICAL WIND UPLIffT GONNEGTIONS DESIGN CRITERL NN1=-RI6AN FOREST MD PAPER ASSOCIATION WOOD FRAME 60NSTRUGTION MANUAL FOR ONE AND TWO FAMILY DWMLINC75 WPCM 1995 6PC, HIOH WIND EDITION ALL STRAPPING, NAILS, FASTENERS TO DE APPROVED FOR CONTACT WITH PRESSURE TREATED LLMbER THIS PROX.Cr MUST COMPLY WITH THE RESIDENTIAL CODE OF N.Y.S. AND MECHANICAL SYSTEM COMPLIES w/ CHAPTERS 12 THRU 24. PLUMI51WI SYSTEM MUST COMPLY w/ CHAPTERS 25 THRU 32. ELFLTRIGAL SYSTEM MUST COMPLY w/ w/ CHAPTERS 33 THRU 42. COMMON NAILS EACH ENP Of COMPCTOR E WF(.M TACE 9.3p THIS EET) NAIL IN A66-ORDANGE MWA6TIM5 MCAMVATa 6 6IMP60N STRONG -TIE HZ NOr TO 'CAE W COMMON NAILS 0 EA6I1 EW Of STRA (SFE SHEET) THIS 3.3 6IMP60N STRONG -TIE 6520 Nor To sic Z LOCATED AT EACH NEW STUD, TYPICAL CUT aP COMMON NAILS LENG1 B EACH EW OF STRAP 121 m SAE 3.312 MiNHEI 6IMP60N STRONG -TIE 6620 NOr TO SCAC SIMPSON DP WASHER 3"x1!i„ -61 5/a",b STEEL hN(.HOR DOLTS • MAX 3'-d' OC. (SEE WFCM FAME 3.2A THIS SHOT) • D(MW POLIS MIN. T INTO .:. • EDN. WITH TIGHTENED NIJF WASHER To EACH PGLT. %- A • . •At A •. `M TYP I GAL ANOHOz f5OLT NOr TO -.ALE IF awsm STRGNfv-TE W." Ai42M Is NOr LOW HEADER DESIGN EASED UPON 90 MPH WW LOAD. HEADER SPAN UP TO A MAX OF 6'-d' PROVIDE I JACK AND 2 KING STLDS EA EW HEADER SPAN UP TO A MAX OF 6-d' PROVIDE 2 JACK AW 3 KING STLDS EA EW WFGM 90 loo Ilo 1/2" ANCHOR DOLTS 5/5" ANCHOR DOLTS TAf5LE 3.2A SILL OR f5OTTOM PLATE TO FOUNDATION 237 312 ANCHOR f5OLT CONNECTIONS FASTEST MILE WINDsPEEP (MPH) FASTEST MILE WINP6PEED (MPH) RESISTING LATERA- & SHEAR LOADS 4 645 1x15 16 3 4 5 6 788 968 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 90 100 110 120 90 100 110 I20 ANCHOR DOLT 1701,kPATION 15RA6IN6 WALL PERIMETER MAXIMLM ANCHOR DOLT MAXIMLM ANCHOR DOLT CONNECTION SUPPORTING EDGE NAIL SPADING SPACING (INCHES) SPACING (INCHES) 510 315 (INCHES) 5 7 SILL PLATE TO FOUNDATION* STORY f I 46 72 f (CRAWL SPASE OR DASEMENT) 2 STORIES ALL 23 36 531 3 STORIES 2 15 23 WALL DOTTOM PLATE TO EDN. 145 32 19 28 (SLAP ON 6RADE) 1-3 STORIES 4 393 241 20 3 4 5 5 6 3 36 57 + ANCHORAGE REQUIRED TO RE -519T LATERAL LOADS SHALL DE DETEWINO IN THE FOI.WATION DESIGN PER SECTION 1.1,4. I. ANCHOR DOLT SPACINGS DASEP ON MAXIMUM SHEAR CAPACITY OF L .06 -KO ROOF MD/OR MOOR DIAPHRAGM5 (279 R 1). T. N46HOR DOLT SPACINGS 15ASED ON MAXIM.M SCAPACITY OF PRACING WALL PERIMETER EDGE NAIL SPACING OF 3 OC. MI ELF) DULT IN ACCORDAWCE WITH SECTION ',A,4. 3. ANCt1OR DOLT SPACINGS PA5ED ON MAXIMI.M SHEAR WAGITY OF PRACINe WALL PERIMETER EDGE NAL WA6M6 OF 6"' OL. (421 " DUET IN ACCORDANCE WITH SECTION 34.4. PROVIDE *--16P FACE NAILS FROM KING STIR INTO HEADER AT EACH SIDE ROOF FRAMING --4 N DOME TOP PLATE CRIPPLE STU FUJ- LENGTH WALL 511,125 - PROVIDE 5-1012 CANNON NAILS AT EACH END 6F 05-20 STRAPPING FOR HEAPER sPAWs LE66 THAN 7 FEET & 5-1012 GAMMON NAILS AT HEAPER 5PAN5 GREATER THAN 7 FMr - 51MP50N 66-20 STRAP FROM TOP PLATE TO CRIPPLE 6TIP ANP(0ZIPPLE srw TO HEAPM SIMPSON 65-20 STRAP FROM HEAPER TO HEADER STIP• AND HEAPER STIP To SILL PLATE 01'P) NOTE: LPLIFT 60NNE6TION 15 ANP UPL I �T REC�UIRFD AT EACH END Of TYP 1 GAL FRAMING) FEADER AND AT i50iTOM OF GONNEGT I ON S FOR OPEN I N OS CON ER NEGrORS IN ADDITION TO GONRs Ar WALL STUDS AND AT TOP AM BOTTOM OF CRIPPLE 6rLP WFGM TAf5LE 3.4 RIDGE TENSION STRAP CONNECTION REQUIREMENTS FASTEST MILE WINPSPEEP (MPH) FASTEST MILE WINDSPEED (MPH) 90 loo Ilo ROOF PITCH SPAN (FEET) N LMMR OF 512 COMMON NAILS M EACH END OF 11/4"x20 SAUCE STRAP "A 237 312 12 2 3 4 4 645 1x15 16 3 4 5 6 788 968 20 4 5 6 7 831 3:12 u 4 5 7 5 189 247 25 5 6 S - 510 315 32 5 7 - - 623 765 36- 577 727 892 504 659 531 12 2 2 3 3 145 190 16 2 3 4 4 393 241 20 3 4 5 5 480 4:12 24 3 4 5 6 507 640 25 4 5 6 7 131 171 32 4 6 7 S 352 218 36 5 6 S 342 431 2 2 3 503 616 12 2 575 16 2 2 3 4 123 160 20 2 3 4 4 327 5:12 24 3 3 A 5 6 490 25 3 4 5 6 426 535 32 4 4 5 7 6 36 4 5 6 7 20 12 2 2 2 3 24 4 16 2 2 3 3 5 6 20 2 3 3 A 7 6-12 24 3 3 .4 5 - - 25 3 4 4 5 32 3 4 5 6 36 4 5 6 7 12 1 2 2 2 f 16 2 2 3 3 20 23 3 A 7:12-13:12 2A f 2 f 3 4 4 25 3 3 4 5 32 3 4 5 6 36 3 4 *5 6 FASTEST MILE WINDSPEED (MPH) 90 loo Ilo 120 REQUIRED CAPACITY OF RIP6E CONNECTION (PLF)11.'�5 237 312 394 484 316 .416 525 645 1x15 519 657 807 475 623 788 968 554 727 919 1129 633 831 1050 1291 712 935 1152 1452 189 247 312 382 252 330 416 510 315 412 520 637 378 494 623 765 441 577 727 892 504 659 531 low 566 742- 935 1147 145 190 240 295 193 253 320 393 241 317 400 491 289 350 480 559 338 443 560 658 356 507 640 786 434 570 720 554 131 171 216 264 175 228 287 352 218 285 359 440 262 342 431 528 306 399 503 616 350 457 575 704 393 514 647 7% 123 160 201 245 164 2-I3 267 327 205 266334 8 409 246 320.401 6 490 257 373 465 572 328 426 535 654 369 479 602 736 I. TAIXIIATED CONFECTION REQUIRVvENTS ARE DASED ON TOTAL U'LIFT MINUS 2/3 OF THE ROOF AssEMPLY DEAD LOAD (2/3x10 PSF) 2. WHEN THE TAMLATED to OER GP NAILS REQUIRED IN EACH END OF THE STRAP K EQUAL TO I AND THE FRAMING 15 ATTACHED IN ACCORDANCE WITH TAAL 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED 3. WHEN A CCILAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NIJAM OF IOD COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NSD NOT EXCEED THE T^"TED N J45ER OF 5P NAILS IN A STEEL STRAP. 4. TAPU.ATED CONNECTION REQUFBANTS ARE EASED ON A IV RIDGE STRAP SPA( NG, FOR DIFFERENT RIDGE STRAP SPAGMGS, Nt.LTIPLY THE TADLU.ATED VALLES PY THE APPROPRIATE MU_TIPLIER mow. E THE NLMDER OF NAILS IN EACH ETD of EACH STRAP EXGEEDs 5, SPECIAL CONFECTION HARDWARE IS REQUIRED. 5. TADU_ATED LENGTH REQUREMI NTS ASSLM A MEAN ROOF WEIGHT OF 33 FEET. FOR MEAN ROOF WEIGHTS OF 15 FEET OR LESS, THE TAPLLATED VALLE5 SHALL DE PERMITTED TO DE MULTIPLIED PY 080. RIDGE STRAP SPAGM6 (IN61E5) I 12 1 IG 1 192 I 24 1 0 1 72 N -LTIPLIER 11,00 1 1.33 I 1,W 12,00 Ikoo 1 600 * RIDGE TENSION STRAP CALCULATIONS 15ASEP ON NOTE #14 ABOVE 3 SD COMMON NAILS (TABULATED) X 1.33 (MU_TIPLIER FOR 16" OL.) (14) SD cOOMMON NAILS REQUIRED AT EACH END OF RIDGE TENSION STRAP RF-CEIV ED WEGM f = INDICATES DE516N CRITERIA MAX ll 2()1` TAPLE BOARD OF APPEALS UPLIFT STRAP CONNECTION REQUIREMENT'S (ROcff-TO-WALL, WALL -TP -WALL ANP WALL-TO-170"ATION) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.3) I. TAIXLATIP UPLIFT RE9)1RMENTS A5SLW A ROOF/CEILING DEAD LOAD OF 10 P5F (2/545 P5F). IF A GEEING A550 -Y 15 NOT PRESENT OR F THE CEILING A5. E WY 15 NOT CONMCTED TO THE ROM A95 MM -Y, TtE: TADULATED NLMISFR A` NAILS 51-W.L CE MJ F� by I NAL AT EACH GD OF THE STRAP. FOR EACH 5 P5F WAEASE IN STRr, PA ROOF/CEILING DEAD LOAD, THE TADUI.ATED NIATCR Of NAL" 51A1_ DE FERMITT® TO W- REPLUP PY I NAL 2 FCR WALL-TO-WALL " WALL-r"O"ATION 6~ --TIONS, TW TMI-ATED N.MbER 6r NALS SHALL DE PERMITTED TO DE REPXZP DY I NAL AT EACH ETD OF THE STRAP FOR EACH FULL WALL AWM WFGM TALE WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION I FASTEST MILE WINDSPEED (MPH) 90 100 I10 120 INTERIORZONE FRAME ROOF 24 SPACING SPAN NUMDER OF W COMMON NAILS IN EA( H (INCHES) (FEET) END OF 11/4""x20 GAUGE STRAP 12 I2 2 Z 3 3 12 16 2 2 3 4 122 20 2 3 3 4 12 24 2 3 4 5 6 28 3 3 4 5 12 32 3 4 5 6 12 36 3 4 5 7 6 I2 2 3 3 4 6 16 2 3 4 5 6 6 12 6 12 (o 16.% 6 6 3f 4 5 6 ZB 3 4 6 7 CV 32 �} 5 6 S 36 A 5 7 - O 12 2 3 4 5 >0 16 3 4 4 5 z� 20 3 A 5 6 19.2 24 4 5 6 7 Q 25 4 5 7 8 I) 32 4 6 7 - A5 NOTED 36 5 (o 5 - I2 3 14 5 6 1(o 3 4 5 7 20 4 5 6 8 24 24 4 6 7 - 25 5 6 S - 32 5 7 - - 36 6 S - - I. TAIXLATIP UPLIFT RE9)1RMENTS A5SLW A ROOF/CEILING DEAD LOAD OF 10 P5F (2/545 P5F). IF A GEEING A550 -Y 15 NOT PRESENT OR F THE CEILING A5. E WY 15 NOT CONMCTED TO THE ROM A95 MM -Y, TtE: TADULATED NLMISFR A` NAILS 51-W.L CE MJ F� by I NAL AT EACH GD OF THE STRAP. FOR EACH 5 P5F WAEASE IN STRr, PA ROOF/CEILING DEAD LOAD, THE TADUI.ATED NIATCR Of NAL" 51A1_ DE FERMITT® TO W- REPLUP PY I NAL 2 FCR WALL-TO-WALL " WALL-r"O"ATION 6~ --TIONS, TW TMI-ATED N.MbER 6r NALS SHALL DE PERMITTED TO DE REPXZP DY I NAL AT EACH ETD OF THE STRAP FOR EACH FULL WALL AWM WFGM TALE WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION I STUD SPADING (IN( OL.) 14' EDGE ZONE 12 16 2A INTERIORZONE 12- 2INTERIOR 16 f 24 WFGM TALE 3.8 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS FASTEST MILE WINDSPEEI? (MPH) Sof loo Il0 Ito STRUCTURAL SHEATHING OR PANEL SIDINGS E I F I E I F I E I F E F MAXIMUM NAIL SPA61NO FOR 5P COMMON NAILS (IN( O.G.) 6 12 6 12 6 12 12 6 I?f 6 12 6 12 6 12 6 12 6 122 6 122 6 12 6 12 6 12 6 12- 212 63 6 14 444 INTERIOR ZONE 12 6 12 6 12 6 I2 6 12 6 122 6 122 FASTEST MILE WINDSPEED (MPH) 90 f 100 110 120 STRUCTURAL SHEATHING E F E F E F E F SHEATHING LOCATION 1 RAFTER/TRUSS SPACING (IN OG) MAXIMUM COMMON NAIL SPACING NAILS FOR 512 (INCHES O.G) 4!PERIMETER ZONE 12- 24' 16 122 6 6 6 6 61 61 19.2 6 6 6 6 6 6 61 61 24 6 6 63 63 63 6 14 444 INTERIOR ZONE 12 6 12 6 12 6 12 6 12 I6 f Q 0� I 6 12 6 12 6 122 19.2 214 zQo 6 12 6 12 6 12 6 6 12 6 12 (o 6 6 6 GABLE ENDWALL RAKE & RAKE TRUSS 4 o f .4 4 A 44 1}4 FINAL MAP REVIEWED BY ZBA SEE DECISION # L� DATED. It ,1 C�m� REVISIONS: Ln U LU ~ W U Q " OC 11'w Q Z W J Q() CID Z Q x z U m W O:o Q 0� I) Q W O U�� zQo W C) U w (f Z Z W O W IL zU-J= W C U R/ CV w O LL_)LU Z >0 LU Q zZ Q o U z� � W �Qw LL z Q= T) Q I) DRAWN: K. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 5/10/2015 SEA .IIB � I OF mew SHEET NUMBER: 9d GENERAL NOTES: THE FOLL.OWIN6 NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION... 1. PRAWIN65 ARE NOT TO 15E SGALE7. USE DIMENSIONS ONLY. CONTRACTOR SHALL. CHECK ALL DIMENSIONS AND CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND /OR SPECIFICATIONS MUST WE GALLED TO THE ATTENTION OF THE RECORD ENGINEER AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. 2. CONTRACTOR AND/OR 6U156ONTRAGTORS SHALL M RESPONSI15L E FOR ADEQWTELY DRA6IN6 AND PROTEGTIN6 ALL WORK DURING CONSTRWTION AGAINST DAMAGE, NZFA 6E, COLLAPSES, DISTORTIONS AND MI5ALIONMENr ACCORDING TO ALL APPLICABLE GORES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL M IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.TM. SPECIFICATIONS WHERE APPLIGAGLE AND SHALL CONFORM TO THE STANDARDS AND RECO hA MATIONS OF THE VARIOUS TRADE INSTITUTES (AL.I., A.1.5C., S.J.I., ETC) ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION WITH THIS PRO,FCT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. 4. ALL NEW BRICKWORK TO BE LAID UP IN 6EMENr-LIME MORTAR I: I: I6 MIX. CONCRETE &LOCK TO BE UID UP IN PORTLAW CEMENT MORTAR, I: 3 MIX, AS PER TYPE S OR N OF A.S.TM. SPECIFICATION #6270-1964. 5. ALL PRICK AND CONCRETE CLOCK WALLS SHALL M DONDED TO6ETTtR WITH &ALVANIZED DUR-O-WAL MESH TIES EVERY IG" OC.: VERTICALLY (TWO BLOCK COURSES, MAX) - IF APPLIGAWLE 6. NO CONDUITS, PIPES, CABINETS, ETC. SHALL ENCROACH UPON ANY FIRE WALLS OR FIRE RESTRICTIVE PARTITIONS. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL. FRAME, 7. REINFORE FRAME AROUND OR ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF WALLS, CEILINGS, FLOORS, ROOFS, ETC. S. ME( MIIGAL VFMILUTION 5-A1 M PROVIDED WHEREVER RELVIW GY LOCAL 60E5 AND ORDINANCES AS WELL A5 IN ACCORDANCE WITH NEW YORK STATE GORES. J. ALL WORK PERFORMED GY THE PRIME CONTRACTOR AND/OR SUBGONTRA6,TOR5 MING EITHER DIRECTLY OR INDIRECTLY IN CONTRACT WITH THE OWNER SHALL PERFORM SUCH WORK UNDER THE PROVISIONS OF THE A.I.A. CONTRACT P06tMENT A201. 10. Al DIMENSIONS AND CONDITION5 TO M VERIFIED DY CONTRACTORS PRIOR TO 6ONSTRXTION AND PRIOR TO ORDERING MATERIALS. 11. RECORD ENGINEER 15 NOT RESPON5IGLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROXLr. 12. CONCRETE SHALL HAVE A MINIMLI SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE R407.2 CONCRETE S LT TO WEAT HERINb AS IMIGATEP IN TA" 8301.2 SHALL M AIR ENTRAINED AS SPECIFIED IN TAME R40Z.2. MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLIOA15ALL STANDARDS LISTED IN AGI 318. IN ADDITIONS TO THE CEMENTS PERMITTED BY AGI 318, CEMENT COMPLYING WITH ASTM G 1157 IS PERMITTED 13. WHEN PLACED DIRECTLY ON 6ONFINUO5 FOUNDATIONS , THE WALL, WOOD SILL PLATE, OR GOLD FORMED STEEL BOTTOM TRACK SHALL WE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH SECTION T MINIMILM EvM MENT. 14. ALL CONCRETE BLOCK MATERIAL SHALL CONFORM TO ASTM. G-90 OR A.S.TM. 6-145 LATEST REVISIONS. 15. THE TOP TWO COURSES W/M1N 15" EMMPE CONFORM TO A.S.TM. 6-145 LATEST REVISIONS. ALL ANCHOR BOLTS SHALL BE SET INTO ALL HOLLOW GORE "6K AND FILLED SOLID. 15" ANCHOR DOLTS EMMPED TOP 2 COURSES AND FILLED SOLID. 16. FILL SOLID ALL CONCRETE BLOCKS UNDER CONCENTRATED LOADS TO GEARING SOIL IN ALL DL.OGK WAILS ABOVE AND BEL OVV 6RADE. 17. ALL LOOSE LINTELS SHALL HAVE A MINIMUM OF 6" BEARING AT EACH END OF ALL MASONRY OPENINGS. 15. FOUNDATION5 AND 17001FIN65 61ZEP FOR GEARIN& ON VIRGIN 601L AT MINIMUM BEARIN& CAPACITY OF 2,000 L155 PER SQUARE FOOT WITH A MINIMUM OF 3'-d' COVER. (VIP & CONTACT ARCHITECT WITH DISCREPANCIES) 19. ALL W06P F'RAMIN6, INCLUDING JOISTS, GEMS, POSTS, STU?5, ETC., TO M DOU6LAS FIR NO.1 OR GETTER WITH Fb=1200 PSI SING-UAR, Fb=1400 PSI REPETITIVE MIGROLL.MAS TO BE Fb--WO PSI W. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FAWRIGATED AND ERECTED PER A.I.54,. 21. PROVIDE META- DRIP FLASHING OVER ALL EXTERIOR WINDOWS & DOORS. 22. ALL DOORS r0 GARA6E AREA FOR INTERIOR LIVING SPACE SHALL BE 3/4 HOUR UL. SELF: 6LO51N6 (MIN). A SINGLE-SrATION SMOKE DETECTOR ALARM DEVISE SHALL DE INSTALLED ON THE CEILING 23 IN EACH AND ADJACENT TO THE SL.FPPIN6 AREAS AND THE BASEMENT/CELLAR AND ON EVERY FLOOR AS PER N.Y.S. GORE SECTION R 317 24. USE 5/5" GBD YP. . OR APPROVEDOR EQUAL "FIRE GE" 3/4 HOUR RATED GYP. 15D. FOR GARAGE, UFILITY RM., ALD OVER ALL BOILERS AS PER STATE AND LOCA_ CODES. ALL E)EL BURNIN6 EQUIPMENT TO BE IS" ABOVE GRADE 25. PROVIDE WATER RESISTANT GYP. BD. AND EXTERIOR GRADE PLYWOOD IN ALL AREAS SLV,FCT TO EXPOSURE TO WATER OR MOISTURE. 24. ALL 6YPSLU 150ARP TO BE TAPED AND SPACKLED, MIN. 3 GOATS 27. WOOD 61LLS SHALL 15E A MINIML M OF 20 NOMINAL LUNGER AS PER NYS 8404.3., AND WHERE REQUIRED GY SECTIONS Rn2_ AND R323 PROTECTED AGAINST DECAY AND TERMITES 28. ALL HEADERS TO BE SUPPORTED BY 4" X A" POSTS (iYP), UNLESS OTHERWISE STATED. 29. PROVIDE DOUSLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UDDER ALL POSTS AND PARTITIONS RUNNING PARALLEL. TO SAME. 30. 15RIP61NO TO BE EITHER SOLID, I" X 3" OR IS GA. GR952 15RID61%, MAX S' -d' OL. 31• ALL HEADERS TO BE (2) 2 X S UNLESS OTI-ERWISE STATED. ALL GUILT -U' WOOD 61RDER5 AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE WIDE FACE OF 32. ANY MEMrER GREATER THAN 1/2 TIMES THE WIDE FACE 33. THE TOP OR W FOM EDGES Cr JOISTS MAY CE NOTOMEP NOT TO EXCEED 2". 34. AL STRUCTURAL WOOD SHALL 15E KEPT 2" BACK FROM CHIMNEYS. 35• ALL FLOOR JOISTS SUPPORTING KITCHEN AND LAUNDRY EQUIPMENT TO M SPACED 12" ON CENTER 3G. JOISTS HANGERS, ETC. TO GE 'TECO OR APPROVED EQUAL FOR FLUSH STRLCTRA-. CONNECTIONS. 37. ALL EXTERIOR EXPOSED METH..., STEL, ETC. SHAH GE PRIME -12 AND PAINTED 2 G0ATE5 AND/OR 6ALVANIZFD 38. FOR POURED CONCRETE SLAG PROVIDE i" X 6" 10/10 GA. W.W.F. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER ON 6" WELL COMPACTED SAND AND GRAVEL FILL. 39. ALL CONCRETE HAUNCH FOOTINGS r0 BE PROVIDED WITH 2-#7 REINFORCED ROD5. 40. THE B TERIOR SURFACE OF ALL FOUNDATION WALLS M -OW &RADE (D(GEPT SLAG AREAS) SHN1. M DAMP -PROOFED WITH AN ELASTIC GOAL TAR CASE, SELF PRIMING GITLMINOUS PLASTIC CEvENT. Al. GRADING AROUND NEW CONSTRJGTION SHNL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. FIRE FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL. BE 12" THICK. 42. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY COVES. 43. ALL CONSTRUCTION SHALL M IN A6,60Q NCE WITH Ttf NYS RESVDFIAL. GULPNel CODES, THE NYS RESIDENTIAL NILDIN6 CONSTRUCTION MANUAL, AND THE NYS ENERGY CONSERVATION GORE. 44. ALL PLUMI51% FIXTURES SHALL GE INDIVIDLIA LY TRAPPED AND VENTED AS REgJ1RED GY NYS GORE CAST IRON PIPE SHALL CONFORM WITH LO( AL CGDE REq)REMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND CLEANOUTS. 45. EXTEND ALL. EXISTING Al fECTED FLAMING AS NECESSARY TO MEET GORE AFTER NEW CONSTRUCTION AA. HEATING ANP COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. 47. LOCATION OF 15ASENENT SASH5 AS PER DEL. RECOMMENDATION. 48. THE GENERAL CONTRACTOR/BUMPER SHALL MAKE ARRANGEMENTS WITH THE OWNER To SELECT, PROVIDE AND INSTALL AS REQUIRED (PER NEC,, NEMA, NAT. PLLN15IN6 CODE, A.SME. AND A.SJH.RE. SPEGIFIGATIONS) ALL HEATING, VENTILA7IN6 AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. AS WELL A5 FINISH MOLDINGS AROUND DOORS, WINDOWS, AND PLOOR/WAL L INTERSECTIONS L NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE 45,THE CONTRACTOR FROM EXECUTION OF ALL WORK 1N ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES 2 THE GONTRA(TOR SHALL GIVE ALL N9FIGE6 AND COMPLY WITH ALL LAWS, ORDINANCES, REOULATIONS, AND ORDERS OF ANY PUBLIC AUTHORITY MARINE ON THE PERFORMANCE 5• 51. THE SEW6E PISP05AL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCA_ 150ARP OF HEALTH. 52. COPYRIGHT 2004. REPROPLYTION OF THESE PUNS, IN ANY FORM WITHOUT THE WRITTEN CONSENT OF THE DESIGNER, 15 PROHIBITED. THESE RANDS MAY NOT' M FILID FOR CONSTRJCTION PURPOSES IN ANY BUILT m DEPARTMENT, WITHOUT THE DE516NER5 WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DE50NIER, 15 ILLEGAL, AND MAY S(B T' THE USER THEREOF TO THE PAYMENT OF SIN FE.I-l_ COMMISSIONS 63. ENTIRE BASEMENT GEILIWo TO BE INSU ATED WITH 6" (R-19) 15ATT5. 64. A L HOT WATER PIPES ANP DUCT WORK TO m INSLIATED AS PER NEW YORK STATE ENERGY GORE 65. AFFF. - ABOVE FINISHED FIRST FLOOR. ALL L PLYWOOD USED STR YT'UZALLY St1Nl MEET THE PERFORMANCE STANDARDS 67 AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND S!A pE SO IDENTIFIED 15Y AN APPROVED TESTING AGENCY. CONTRACTOR SIl SGHEDLt� ALL INSPECTIONS AND OBTAIN ALL APPLICABLE GERTIFIGATE OF OGGU�ANGIES 606M,. ALL WILPIN65 WITHIN ONE MILE OF THE OG, BAYS, AND 6 TE AIN A WIND- POUZNE DEDRIS REGION AND UAZED OPENING5 ON THE STRUCTURES MUST M PROTECTED WITH GLASS MEETING THE LARGE MISSILE TEST CERTIFICATION OR WITH STRUCTURAL SHUTTERS WITH ATTACHED HARDWARE A5 REQUIRED 15Y CODE ( CODE SECTION IG09.11409.14) ENERGY NOTES I. SEE ATTAGHEP RE66HECK VERSION 3.5 RELEASE le JJ MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF GONGRETE TOR L06ATIONS GF CaWCRL71= C sl6n TM YPE MINMN 5PEGIFIED E STREr6TH (Pc)" WEAT MN6 POfFMA- WE6LI61 m TF_ ER RAFTTO TOP PLATT= ( TOE NALEP DA61EMB(r WA1S, raWArION!5 AND OMCa49M Nor DF051 P TO TIE WEATHl3R 2500 2500 2500 c Mf FF rvARA6r_ DOOR &LAPS IMO 2¢00 200 DASaMINr WALLS, FawnnON WALE, Bab21OR WALE Orrez VMZrY, l cart. WOW DPOaP TO WEATHER 2540 Sp o ,,� o , PORGIES, &WPORr %ADS AAD aE PS IROS® To TIE W -An- R, MD 6ARAEE ftMR 6L"2 LAWENP 5pO0 5500 P/P FOR 51 : I P51 = OP15 kPa A AT 26 DAYS P61 D. 6M TADLE R5a2 FOR W ATHEFM POTMrX C, . rrE GaZWM IN SE LXATP45 WT MAY It 6M"r To FF=346 Aw Tr1AWINO RPM 6aN5TFWnON a LL DE AIR-ENTR W GGNGRETE IN ACCORDAJCE WITH FOOMOIFE b D. Sly SECTION 401.2 FOR MIN"CE343fr CaNrfM E ETM PROVDE A ML PCLYELE,E VAPOR 15WER UVIE R ALL qa" ON GRADE qU NAILING SCHEDULE DE6C9IPI M OF VJMNO BBMTIr6 COMMOF _I NA6PA61W PM FRTM ROOF rRAMINb PER JO IST ER RAFTTO TOP PLATT= ( TOE NALEP ra d 15ACH LAP ATE ( TGE NAL) CELM6 JOIST TO TOP R ® rad MH UP CELIN6 JOIST TO PARALLEL RAFTER ( FACE NAL® ) rad PER TE M6 CELJOIST LAPS OVER PARTITION ( FACE NALEP ) rad EACH EN Cal LAR TE TO RWnR ( FACE NALEP grad LAWENP MOGKM6 TO RARER ( FACE WALED) 2-5d Lu - RIM 150ARP TO RAFTER ( FACE NALEP ) 4r10,d WALL FRAMING _ U TOP ATE TO TOP ATE ( FACE NAL®) PLR 2-Ikd PER P00r TOP PLATES AT N►MRe_ TMS ( FACE NALEP) 4-4d WWS-MH SDE STUD TO 51W ( FACE NAILED 2-Wd 214 OG. HPAPM TO tP� ( FAXNM" 16d 06 AM MTS TOP PLATE OR BOTTOM PLATE To STW ( END WALF-P 2-10d PER 2x4 STUD "d PER 20 SR.D 44d PER I. STUD LPLrr STRAP GONrLTION "d PGR STRAP POTTOM PLATT= TO M -MR W16r, DMD JM617, EW JOI6T OR D &AM ( FACE MLEP ) 244d RR roar n_OOR PRAMIN6 Q JOIST TO %L, TOP PLATT= OR WPM ( TOE NAL D 44d PM JOIST CRIPeW TO JOIST ( TOE. NAIL® ) 2-fd EACH LTD MO~ To J0I6r ( rCE NALEP NAL 2-5d EACH EW q-06KIN6 TO 61LL OR TOP PLATE ( TOE NALEP -J-4d FMA CLOCK LW6f R STWP TO CEAM ( FACE NAILEP ) rWd EAM JOIST ST GN JOILEP& TO MM ( TOE NALEP) rad PSR JOIST 15MD MST TO W 5T ( ENP NALEP "d P<3t JOIST DMD JOKT TO 5LL OR TOP PLATE ( TO= NALED) 2 V d PER FOOT IMF SHEATHING RA 6TRWTL_ PM1115 ad iC I6E / Ir FIELP C) U (� CELN6 6HF-ATHMG GYP WNIDOARD 5d COOLERS r M / Id' FED WALL SHEATHN6 'TRUGTURAL PANES ad i' E 6E / I2" HU 6YPSLM WA -L 50AP-D 5d CML5---, T EDGE / le FGD HARDCOARD ad i" EDGE / Ir FGD Float 6HF-ATHM6 Z STRUCTPMELS URAL 2C) T' OR Ln% ad a me / Ir PHD 6REATm THAT T' IOd i' M/ r FGD NAuNG REgFzMFMS ARE 15A5® ON SHEATHING HALED s wA-E6 ON-(� AT THE PMFL EDGE F WALL OVATHING K NALEP 5 MCHES ON-6fN ER AT THE PANEL EME TO ODTAJN HOUR OVAR CAPACITIES, 56, NALM RJ=f<UENr5 FOR 9FXTUZA- MEMMb 6 01ALL M DOLV", OR A-THRNATE CatFtTORS, AM AS 6HM PLATES, &HALL M USD TO MAINTAIN LDAP PATH WHEN WA -L e-"THIN6 15 CCNIFIN IO 6 OVER GONPEMGTEP D4ERS, THE TACU ATE'D NLIMN R OF NALS OWL M PERMITTED TO M RWW TO 1-4d NAL PER FOOT CGRR05I0N RESISTANT II 6J6E AR00M6 NAL5 MD 1i 6AU6E 617APLE5 ARE PERMITTED, GHFZK IPG FOR AWI TIa4k FZQUIRVA NT5 TA15LE R3011- (I): Z=1- ► -'� G r AT NO TIME MAY THESE PLAN15 GE ALTERED IN ANY WAY UNLF-65 ACTING UNDER THE WINDOWS AND DOORS: DIRECTION OF THE aJU'ERVISI% ARC HITE(r/1 N61NEER THE FOLLOWING PRODUCTS ARE SPECIFIED AS THEY MEET OR EXCEED THE REQUIRED 54. TYP @ FALSE VA1_LEY5/LAY0VER6 DESIGN PRESSURE INDICATED ON THI5 PAGE AND REQUIRED UNDER STATE GORE: - PROVIDE NAILING PAD SECURED TO PRIMARY FRAMING WINDOWS WILL FE ANDERSON 400 SERIES TILT -WASH - WITH A PERFORMANCE RATING - PROVIDE PAD wlDm TO AGcaMODATt GUT END DIMENSION OF RAFTER F_ND. OF PP50 A5 PER HAMA/NWWDA 1.5.2 TESTING REQUIREMENTS - PROVIDE GFRAMING R. TIONS @PAD TO LAYOVER RAFTERS - MAINITAIN VENTING AT LAYOVER. 2. SLIDING PATIO DOORS WILL t3E ANDERSON 200 SERIES NARROWLINE SLIDERS 55. FIRE BLOCKING TO GORE 86028-R60Z8.1 56. ASSLIMED SOIL TO GE SAND OR GRAVEL, WITH MINIMLM TRACES OF DRY CLAY, WITH WEA A MINIMLM RING CAPACITY OF 2,000 L156/ SQ. FT. 5ALL L FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 58. DESIGN LOADS ARE AS FOLLOWS PER SQUARE FOOT: 106ATION LIVE_ P� DEFLECTION LIMIT ST. FLOOR 40# 10# L/360 2 ND. FLOOR AO# 10# 1_/360 3 RD. FLOOR 40# 10,E L/360 ATTIC (NON�TORA6E) 10# 5# L/240 ATTIC (STORAGE) l0# L/240 ROOF (WITH FIN. CEILING) 309 (5�) 15# L/240 ROOF (NO FIN. CEILING) 30 7# L/1250SV LOADS HAVE GAN AD,uSTED To RFhEGT THE SL.IDEOFF FACTOR, AS A FUNCTION OF ROOF PITCH. RAFTER SIZES MAY HAVE TO M INGREASEP TO A666! ORATE HIGHER SNOW LOADS. ND 5 59. 6"66 IN SIDELITES, SHOWER DOORS AW 6LASS DOORS TO GE TEviPERED &LASS. „o. ELE( WORK TO CONFORM To THE NATIONAL. FLFLTRIG GORE AND ANY APPLIGAGL.F LOCA_ GORES. ALL ELECTRICAL WORK TO BE UNDERWRITER APPROVED 61. CONSTRUCTION TO CONFORM TO ALL GORES HAVING JURISDICTION. 62. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIRMENrS OF THE NEW YORK STATE BUILDING GORE. WHEN BUILDING IN ANY JURISDICTION, EITHER IN51PE OR OUTSIDE THE GORE, VARIATIONS MAY GE REQUIRED. IT 15 THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIRMENrS WITH THE LOCAL GORE OR ENFORCEMENT OFFICER AND TO AMEND THE PROPOS-,ED GON�rRUGrION AS 50 RFI�UIRED. 3. ALL GLASS TO 13E LOW - E COATED AND ARGON FILLED TO MEET ENERGY GORE 4. ANDERSON WINDOWS MINIMUM DESIGN PRESSURE FOR ALL RESIDENTIAL WINDOWS 15 15 PSF 5. ANDERSON WINDOWS STRUCTURAL TEST PRESSUZE FOR ALL RESIDENTIAL WINDOWS 15 22.5 PSF 6. ANDERSON WINDOWS WATER RESISTANCE TEST PRESSURE FOR NL RESIDENTIAL WINDOWS 15 286 PSF SPECIFY LOW SIDE, HIGH SIDE, OR CENTER FLUSH WITH HEADER (LOW SIDE FLUSH SHOWN) Simpson Strong -Tie GLT/GLTV Sloped and Skewed 6IMP60N STRONG -TIE HW SCAB: NOr TO SCALE SIMPSON 5HEARWALL T®OWN TO BE INSTALLED AT AL C4RNFR5 Off BUILDING TIEDOWN TO BE SECURELY BOLTED IN THREE PL A(Z6 TO CORNER STUD E E TYPICAL 1--51V'o ATR ANCHOR 5c 2-3/4" M15 SILLPLATE, TYP. FOUNDATION WALL, TYP. 61 MPsON 6Tf SON -TIE HP5A SCALE: NOT TO SCALE 2 1(1-9 @ 10" OC. TYPICAL 4"x4" CEDAR RAIL P05TS -2"x6" CEDAR TOP RAIL 2"x2" CEDAR RAILS @ 5 1/2" OC. 2"0" CEDAR TYP I GAL RAILING DETA I L END WALL BLOCKING, PLANT VIEW SCALL: 1/4" = 1'-O" NOTE: SPAGIN6 SHALL NOT AVOW PASSAGE OF A A' DIA SPHERE AS PER NYS R.316 1111 TABLE 8301.( W I Nd FLOOR BRAG 1 NCS ENDWALL SCALE: 1/4" _ 1-d' J�v I I v I N tin SCALE: 1/2" 4" SPHERE CAN NOT PASS THRU 2"0"/6EDAR TOP RAIL x4" CEDAR -2"4." CEDAR RAILS @ b" OC. 2"x6" CEDAR - 2"4" CEDAR PECKING "-FLOOR JOIST 1/2'' (-;ALV STEEL BOLTS, NUTS AND WASHERS ALLOWAf5LE DEFLECTION OF STRUCTURAL MEM)ERS STRUCTURAL MEMf5ER ALLOWABLE DEFLECTION RAF IZR5 HAVING SLOPES WATER THAN 5/12 WITH NO FN15Him CELIN6 ATTACHED TO RAFTERS, L/I50 MTERM WA15 AN PARTITIONS 0 -� 9:4 LT1 - ALL OrnR STRUCTURAL. ME 45ERS L/uo E(rBRIGR WALLS WITH PLA5r6R OR STIYGO FINISH H/5i0 E n9WWAlS-WIN LOAPSA R WIM DRffTLE FINIStfS L/2AO E TMOR WA -L5 -WIN LOADS WITH FLDaCI.E MIS10VS LAW Ln O I- SPECIFY LOW SIDE, HIGH SIDE, OR CENTER FLUSH WITH HEADER (LOW SIDE FLUSH SHOWN) Simpson Strong -Tie GLT/GLTV Sloped and Skewed 6IMP60N STRONG -TIE HW SCAB: NOr TO SCALE SIMPSON 5HEARWALL T®OWN TO BE INSTALLED AT AL C4RNFR5 Off BUILDING TIEDOWN TO BE SECURELY BOLTED IN THREE PL A(Z6 TO CORNER STUD E E TYPICAL 1--51V'o ATR ANCHOR 5c 2-3/4" M15 SILLPLATE, TYP. FOUNDATION WALL, TYP. 61 MPsON 6Tf SON -TIE HP5A SCALE: NOT TO SCALE 2 1(1-9 @ 10" OC. TYPICAL 4"x4" CEDAR RAIL P05TS -2"x6" CEDAR TOP RAIL 2"x2" CEDAR RAILS @ 5 1/2" OC. 2"0" CEDAR TYP I GAL RAILING DETA I L END WALL BLOCKING, PLANT VIEW SCALL: 1/4" = 1'-O" NOTE: SPAGIN6 SHALL NOT AVOW PASSAGE OF A A' DIA SPHERE AS PER NYS R.316 1111 TABLE 8301.( W I Nd FLOOR BRAG 1 NCS ENDWALL SCALE: 1/4" _ 1-d' J�v I I v I N tin SCALE: 1/2" 4" SPHERE CAN NOT PASS THRU 2"0"/6EDAR TOP RAIL x4" CEDAR -2"4." CEDAR RAILS @ b" OC. 2"x6" CEDAR - 2"4" CEDAR PECKING "-FLOOR JOIST 1/2'' (-;ALV STEEL BOLTS, NUTS AND WASHERS ALLOWAf5LE DEFLECTION OF STRUCTURAL MEM)ERS STRUCTURAL MEMf5ER ALLOWABLE DEFLECTION RAF IZR5 HAVING SLOPES WATER THAN 5/12 WITH NO FN15Him CELIN6 ATTACHED TO RAFTERS, L/I50 MTERM WA15 AN PARTITIONS HAW FLOORS MD R.A51FE9RF.D CELIN65 ALL OrnR STRUCTURAL. ME 45ERS L/uo E(rBRIGR WALLS WITH PLA5r6R OR STIYGO FINISH H/5i0 E n9WWAlS-WIN LOAPSA R WIM DRffTLE FINIStfS L/2AO E TMOR WA -L5 -WIN LOADS WITH FLDaCI.E MIS10VS LAW NOTE: L = SPAN LENGTH, H = SPAN HEIGHT A. THE WIND LOAD SHAD f�E PERMITTED TO f5E TAKEN AS 0.7 T I MES THE COMPONENT AND GLADDINO LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREN. S�pR� Q� �PPEA� S HEADER AS INDICATED IN/PO5T AS INDICATED *INSTALL ON EVERY NEW HEADER, 2 PUGS 6IMP60N STRONG -TIE PG44 SCALE: NOT TO SCALE 4 x 4 GOLLMN, TYPIC/ TO WE ANCHORED INTO GONG. FOOTING s I MPSON sTTRON G- T I E LGA SCALE: NOT TO SCALE v4 STUD WALL 9I6" OL. (TYPICAL) MPSON (HD(,A) I-11OL IPPOWN 'S' THREADED ROD `4" PLYWOOD SUIS FLOOR OOR JOIST ® I6" O.G. 2X4 TOP PLATE HPKA) HcwDOWN 6HEER WALL OONNEGTION DETAIL NOr TO SCAE FINAL MAP REVIEWED BY ZBA .SEE DECISION # DATED REVISIONS: Ln I- U U Lu - R Z _ U Q OL LLW Lu Q ZLu Q l -J I I= Q (S) I' Z m Q x Z U CD Opo Q Q W O Z O W m �-- C) U_ > UJ to z Z W O �i w °- I- O z_J= W C) U (� N Lu O W Z U 2C) r, � Lu Q zz Z C Q W QQ Lu LLJ = Z n _J Q Q DRAWN: R. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 5/10/2015 SEA b,.OtD ACRO. 4_r QF L._. 5HEET NUMBER: 02 -i; ! OFFICE LOCATION: Town Hall Annex 375 State Route 25 \jD (Cor Iain Rd. & Youngs Ave.) outhold, NY 11971 V MAILING ADDRESS:. P.O. Box 1179 Southold, NY 11971 Telephoner 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD RECEIVED MEMORANDUM f -APR 2 4 2015 To: Leslie Weisman, Chair (BOARD OF APPEALS Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner LWRP Coordinator Date April 24, 2015 Re: Coastal Consistency Review for ZBA File Ref. ROCCO RESCINITI #6856 SCTM# 1000-111-14-18 ROCCO RESCINITI #6856 - Request for Variances from Article III Section 280-15F&C and Article XXIII Section 280-124 and the Building Inspector's February 12, 2015, amended February 19, 2015 Notice of Disapproval based on an building permit application for construction of an accessory garage, at; 1) less than the code required front yard setback of 35 feet, 2) location in other than the code allowed front yard on 'waterfront properties, 3) total square footage of more than the code maximum allowed of 660 square feet; located at: 1220 Little Peconic bay Road (adj. to Wunnewetta Pond) Cutchogue, NY. SCTM#1000-111-14-18. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, the proposed action is recommended as CONSISTENT with'the LWRP. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Stephen Kiely, Assistant Town Attorney O- NTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri ,)uty County Executive and Commissioner April 2, 2015 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: APR 0 9 2015 Division of Planning and Environment Pursuant to the requirements of Sections A14-14 thru A 14-25 ofthe Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county -wide or inter -community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Fischetti, John & Deaver, Deborah #6854 Scherer, James & Carol #6855 Resciniti, Rocco #6856 Rocky Ledge Partners LLC #6857 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Senior Planner TRK/cd H. LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY, 4th FI ■ P.O. BOX 6100 ■ HAUPPAUGE, NY 11788-0099 0 (631) 853-5191 TO: John Sbaglia (Resciniti) PO Box,434 Mill Neck, New York 11765 FORM NO. 3 NOTICE OF DISAPPROVAL Please take notice that your application dated February 4, 2015 For permit to construct an accessory garage at Location of property: 1220 Little Peconic Bay Road, Cutcho ague County Tax Map No. 1000 -Section 111 Block 14 Lot 18 Is returned herewith and disapproved on the following grounds: DATE: February 12, 2015 . AMENDED: Fej915 MAR 2 4 203 BOARD OF APPEALS The proposed construction is not permitted pursuant to Section 280-15F which states, `.`In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard provided that such buildings and structures meet the front -yard setback requirements set forth by this code, and the side vard setback requirements for accessory buildings in Subsection B..." The accessory garage is noted as beim partially located in the side yard. Also, pursuant to Article XXIII, Section 280-124, lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The proposed construction notes a front vard setback of 20 feet. In addition, the proposed construction is not permitted pursuant to 280-15 C which states "Such buildings shall not exceed 660 square feet on lots containing 0 to 20,000 square feet" The proposed accessory garage is noted as being 840 square feet. This Notice Disa��pp�ro al °,,amended on February 19, 2015 to address the accessory building's partial side yard lopes oW. ' / f 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. � e Fee: $ Filed By: Assignment No. �FCEIV�D APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS �A 4 AREA VARIANCE ZONING House No.1 2Z0 Street SCTM 1000 Section_U i An pfiAPpEgLS I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED a Applicant(s)/Owner(s):te Mailing Address: Telephone: Fag: Email: I I P 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: , 2015 Name of Representative: k I DN N '�Q'Z20-Cn LI �, Ac for 0 Owner ( )Other: Address: l f7�il� ����2� Q� l LLNez��G 11Or7 Telephone:rpi(aqu-6291 5k11l.Yi Email: Please check to specify who you wish correspondence to be mailed to, from the above names: Applicant/Owner(s), ( ) Authorized Representative,. ( ) Other Name/ Address below: ��.LfJ11.1 \T 1 WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED FS,'6 X1 i?,D15 and DENIED AN APPLICATION DATEDVE , , J 2015FOR: Building Permit () Certificate of Occupancy () Pre -Certificate of Occupancy () Change of Use ( ) Permit for As -Built Construction () Other: Provision of the Zoning Ordinance Appealed. (Indicate Article, Section, Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article:XX U 1 Section: Z60 - Subsection: 124,115C, 15F Type of Appeal. An Appeal is made for: tp A Variance to the Zoning Code or Zoning Map. ( ) A Variance due to lack of access required by New York Town Law- Section 280-A. ( ) Interpretation of the Town Code, Article Section ( ) Reversal or Other A prior appeal (0) has, () has not been made at anv time with respect to this property, UNDER Appeal No(s). 1 Year(s). AFI(211, 13 1 q-),5 . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# RECEIVED REASONS FOR APPEAL (Please be specific, additional sheets may be used with prepyl;gr�2 I signature notarized): `VIA 2015 1. An undesirable change will not be produced in the CHARACTER of the neighbor oreMT1 a y properties if granted, because: 1 "T I S A T�11� 1 C � L 3 - GA Q. Ca � 1Z , Eat.E V01.0 1-4 L O tU F =LowA- 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: %-40T X� i cc �aCe Cskrz'el""G 3. The amount of relief requested is not substantial because: C> INI L``(( 1A OF T}1 F G f- rzA4 e • ► 5 �t-1rll- oo-'Cht I Pl Ct . 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: \-T u 1 w V C W " rhLf, P(fzcj� r`ZYuQ Cji`7 t.o�,•� I b�'Zc7 ��aVl-izz� 5. Has the alleged difficulty been self created? {®} Yes, or { } No Why: "YE V-A A, Gi 4,2P.C.eF 311,5 TL'ltS 11u6u. t3� or.c,2 �CeG� -tt v�IF�, �FL51� SCF . }AOU-5rr' wo--r ��CG✓�-� s�"z. ear= V I Yo Are there any Covenants or Restrictions concerning this 1 nd? {*} No { } Yes (please furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same ' reserve and protect the character of the neighborhood and the health, safety and welfa the comm nity. \ gnattb6f Tipp t t or Author Agent // Agent must submit w ' orization from Owner) Swom to befo me this (day of (` 20�. Notary Public CONNIE D. BUNCH Notary Public, State of New York No. 01BU6IMM QualtfW In Suffolk County Commission Expires April 14, 2 ', APPLICANT'S PROJECT DESCRIPTION APPLICANT:. DATE PREPARED: 1. For Demolition of Existing Building Areas RECEIVED LIAR 2 4 2015 Please describe areas being removed: �4 W r - OF gptzE," II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 'L4,t Dimensions of new second floor: AT -T I r Dimensions of floor above second level: N Height (from finished ground to top of ridge): Is basement or lowest floor area being cons natural existing grade to first floor: �N tructed? If yes, please provide height (above ground) measured from III. Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 1 A rn 1ST 11- G G �LACrI: 44c -Also � � L � -N s IS . 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: 1'19 3 SF Proposed increase of building coverage: _ 84rO Square footage of your lot: 0 F Percentage of coverage of your lot by building area: b V. Purpose of New Construction: N_ �� "� C�.2_ CszA2-.&G� 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):11C. �.CJ sUG.DTi� 1�_L.0 V [- ArT -r Lne-&Tlnv �� �s�cGZAc�f . T' crl 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 A. QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED MAR 2 4 2015 Is the subject premises listed on the real estate market for sale? ZONING BOARD OF APPEALS Yes _,X_No Are there 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?�rS 2.) Are those areas shown on the survey submitted with this. application? S 3.) Is the property bulk headed between the wetlands area and the upland building area? 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction?�Please confirm status of your inquiry or application with the Trustees: 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? �A p E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the suryey that you are submitting? !�! Please show area of the structures on a diagram if any exist oustate none on the above line. F. Do you have any construction taking place at this time concerning your premises?AQIf 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?—q� If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel F_y i S -T H G Sl ht Gtr O�tMt u and the proposed use (ex: existing single family, proposed: same with RECEIVED AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS MAR 2 4 2015 TOWN OF SOUTHOLD ZONING BOARD QF APPEALIS 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: LtN. Y 2. Address of Applicant: — r 3. Name of Land Owner (if other than Applicant): :T 4. Address of Land Owner: ZD T %c 5. Description of Proposed Project: �j — C PAZ Ca IaQ i\L 6. Location of Property: (road and Tax map oW .7. Is the parcel within 500 feet of a farm operation? { } Yes W 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) 3 Signatur of A 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 retumed to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B ff o Short Environmental Assessment Form RECEII/Et7 Instructions for ComWeting MARy� Part 1- Project Information. The applicant or project sponsor is responsible for the completion of Part 1. e4ghaes become part of the application for approval or funding, are subject to public review, and may be STOjVAMrther verification. Complete Part 1 based on information currently available. If additional research or investigation would e n I41�pE4LS 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 infordiation 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: I- 11.C, Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: L E -Mail: J fAQCM 1 Address: CityO:State: f Zip Code: 1. Does the proposed action only involve the legislative adoption of a'plan, local law, ordin e, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other governmental Agency? NO YES If Yes, list agency(s) name and permit or approval: 3.a. Total acreage of the site of the proposed action? . acres b. Total acreage to be physically disturbed? . O 2, 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. ❑ Urban ❑ Rural (non -agriculture) ❑ Industrial ❑ Commercial ❑ Residential •(suburban) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other (specify): ❑ Parkland Page 1 of 4 5. Is the proposed action, a. A permitted use under the zoning regulations? XKv b. Consistent with the adopted comprehensive plan? NO YES N/A 6. Is the proposed action consistent with the predominant character of the existing Wnatural landscape? MAR 2 NO YES 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Mevit6nmental Area? If Yes, identify: ZOVAIcz --ARD OF/APPEAL NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation service(s) available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? NO YES 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: NO YES 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: �� COQ_ C.,�2R� NO YES 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment`. ;7� C,, NO YES 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic Places? b. Is the proposed action located in an archeological sensitive area? ' NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain 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: RNOYES 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: 0 Shoreline ❑ Forest ❑ Agricultural/grasslands ❑ Early mid -successional El Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES 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? If Yes, a. Will storm water discharges flow to adjacent properties? ❑ NO ❑ YES b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: ❑ NO ❑ YES NO YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of Water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size: NO YES small to large impact impact may 19. Has the site of the proposed action or an adjoining property been the location 6MWKJWor closed solid waste management facility? If Yes, describe: MAR 2 4? n a r NO YES occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ZONING 20. Has the site of the proposed action or an adjoining property been the subject of remediation §oing or completed) for hazardous waste? If Yes, describe: NO YES 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? ! 1 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sp n Date: _ 1 I Signature: ' Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?" Page 3 of 4 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? ! 1 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? J` b. public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? Page 3 of 4 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. i RECEIVED MAR 242015 ZONINIG BOARD OF'APPEALS ❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) Page 4 of 4 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? x 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. i RECEIVED MAR 242015 ZONINIG BOARD OF'APPEALS ❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) Page 4 of 4 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the Part of town officers and employees. The Puroose 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 : (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. H so, indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Variance Change of Zone Approval of Plat Other (activity) Building Permit ty, Trustee Permit Coastal Erosion Mooring 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 A_ If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person RECEIVEI) MAR 2 4 2015 ZONING BOARD OF APNALS 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 , f �d ay 1 0 � S Signatur Print Name �df l/ G��G •!'l1Q_� 5 � � �� 'i-10 • i'.3n �si L=i"i� is 3.�.{ii:A �� s«k'��'3 a➢ �,xla-rt ..y _`n3 ai;l V .`i AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (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) PP Y Tax grievance Building Permit VarianceK Trustee Permit RLC�IV�I� Change of Zone Coastal Erosion �AR Approval of Plat Mooring 2015 Other (activity) Planning ZONING S Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any off dor EALS or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If No, sign and date below. If Yes, complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply) A) the owner of greater that 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation) B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation) C) an officer, director, partner, or employee of the applicant; or D) the actual applicant DESCRIPTION OF RELATIONSHIP Submitte day o , 20 Signat Print Name_Cv (,� Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subjectto 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). Ifany 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. Rseeftd (L�1 J " B. DESCRIPTION OF SM AND PROPOSED ACTION MAR 9 SCTM# The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. [3 Building Dept. X Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital P construction, planning activity, agency regulation, land transaction) P (b) . Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: R Nature and extent of action: Location of action: Site acreage: Present land use: T `J ► aG LE Present zoning classification: 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: \)gjk� (b) Mailing address: ('�Fj ��7 S�kotZ� (c) Telephone number: Area Code ( ) f2l 22n (d) Application number, if any:��5 �F Will the action �b7je directly undertaken, require funding, or approval by a state or federal agency�8C,,,,b Yes ❑ No IBJ If yes, which state or federal agency? kAR 2 201' DEVELOPED COAST POLICY Z0IV11VG BOgRO ®F,gppEgLS 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. 4 Yes ❑ No ❑ Not Applicable 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 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria Yes 0 No [] Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages 8 through 16 for evaluation criteria Yes E No © Not Applicable ECervpj) ��Nllllr. —�" HRD OF Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies, Pages 16 through 21 for evaluation criteria 0 YesEl No P Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes E] No LN Not Applicable 2 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ NoyN Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable Z 4 1 BOARD OF APRMLS PUBLIC COAST POLICIES . Policy 9. Provide for public access to, and recreational, use of, coastal waters, public lands, and public resources of the Town .of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑ YeO NOP Not Applicable Attach additional sheets if necessary WORKING 'COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria. ❑ .Yes ❑ No M Not Applicable r Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No js� Not Applicable r Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria./ E] Yes ❑ No Not Applicable i2EC�iV�l7 OuAKL •()F ARPE,Ai_S Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III —Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No/n Not Applicable Created on 512510511:20 AM Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) I, RDC.Go K EG►► ►71 residing at 5 Ma-f-�j L6c►I-- SkY-0—e4— (Print property owner's name) (Mailing Address) rb k, IC 4 1s (c'� 4 (� do hereby authorizes �$Q�C� L (Agent) Southold Zoning Board of Appeals. , (O er s ture) (Print Owner's Name) to apply for variance(s) on my behalf from the 5�0 R,OF-IVED [BAR 2 4 Z015 TONING BOARD OF APPEALS FORM NO. 4 TOWN OF SOUTNOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. 11 CERTIFICATE OF OCCUPANCY 6-11P RECEIVE® MAR 2 4 2015 ZONING BOARD O� APppA _LS No. ....W72 ........... Date ...................... NQ.VeMb.9.r ..... I? . ....... 19_163 THIS CERTIFIES that the building located at .... Uttle—Feconia.-P-osA .................... Street Nassau Point Map No. ...................... Block No. .......... Lot No . ............. cutchogwq ..... N..:Xo ................. conforms substantially to the Application for Building Permit heretofore filed in this office dated ................................JIM. @.......1215........... 19-6.3. pursuant to which Building Permit No . ....... Z2108 dated ..................... vbft. I ........... 19...63, was issued, and conforms to all of the requirements of the applicable provisions of the low. The occupancy for which this certificate is issued is ........ ............... prSmate ... ww..X-amily.-dwal-ling .................................................................................. The certificate is issued toThoRMA ..... DU ............... 07mer ....................................................... (owner, lessee or tenant) of the aforesaid building. H,Mapproval oct. 28 1963 by R. Villa ........... ....................... B uilding Inspector 11 I F'ORN NO. 4 TOWN OF SOUTHOLD BUMDING DEPARTMENT Town Clerk's Office Southold, N Y. Certificate Of Occupancy RECEIVED MAR 2 4 2015 ZONING BOARD OF APPEALS No.15$99...... Date ........... Dec....1......... 19.73 THIS CERTIFIES that the building located at .. Littlo . pec onic. may. Rd Street Map No -Nassau •PoinR1 c o...........Lot No. 23fi .....QUtChR9UV.. Vt ! ...... conforms substantially to the Application for Building Permit heretofore filed in this office dated ........Dee ... 2 ....., 19.11 ,pursuant to which Building Permit No. '%54z . dated ........Dee - • • ......., 19.1% was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is .P:ivzte. me. family. Avol.l1ne.vnth.01ld1 i= ...................... The certificate is issued to ...84, M 40ttA......QVMOr........................... (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . N.•.R * ........................... . UNDERWRITERS CERTIFICATE No. .pending .................................... HOUSE NUMBER ...1220 ...... Street .. Littler .Peamia, Idly. Road........... . ....... �`^. :............ . Building Insp for 'r L FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT (� Office of the Building Inspector Town Hill RECEIVE® Southold, N.Y. YAR. 242015 Certificate Of Occupancy'VING'OARC ®P APPEALS No. Z 1..... ......... Date ......October ................ 19 ... THIS CERTIFIES that the budding ....Addition. . .existing. dwelling.... _ ... . Locationofpfoperty 1220 Little..Peconic. Bay. Road _..Cutchogue, N -.Y. ........ ... ...... .....Hwd. County Tax Map No. 1000 Section . .1.1.1 ........ Block ... � 4 .........Lot ... 018 .... ... . Subdivision . t1/.o'. N o p.s.jv. Point, ..........Filed Map No. ? 5 6 ....Lot No. 2 35 ,&, of 235 conforms substantially to the Application for Building Permit heretofore flied in this office dated A -Ug u s t..18 ............ 19 81. pursuant to which Building Permit No. )-1-346...Z ........... . dated .August .18 ................ 19 . $.1, was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ........ . Addition to existing one family dwelling_ ,. ............................. -The certificate is issued to .. .... Ernst , L :.Mid -g e t t e �otwter, �*riiarixoie 7fi1(�i�i ...................... ..................... of the aforesaid building. Suffolk County Department of Health Approval ....... N / A ............................. UNDERWRITERS CERTIFICATE NO......... N5.4 7 7?? ................................ . Building Inspector Rev. 1181 pue patuep aq ( ) pa;usrp aq ( ) aanstaen papanbai eq; ;eq; poutuiaa;ap aagRm3 sem 31 WOSMIU pur 3S2i�A�2I 'rT�S asneaaq jorajsip ain ;o wi esego eta mango (jou ptnom) (pinom) PUB eauvaWO aql ;o. ;tztds alp anaasgo (jou scop) (scop) aauetree aq,L (a) SSHHASH HSS asnxaa4 jotnstp asn aures aqj ut pue Spadoid szq; ;o Mutate a;etpaunut eq; ut avp salgadoid ilia 6q paaege aq (jou ptnoea) (ptnom) pue anbnm (;ou st) (SI) pa;Bazi dtt{spieg agy (q) SSURASZi aHS asneaaq dtgspaeq 6ressaaauun so saptnatST.p teal;aead aonpoid (jou pinom) (ptnom) aoueutpa0 a, jo uot;eattdde lams (e) IM Pautuiiaaap sem jb preog aq; ;o aognjosaa Al 'ZOKVrayA 'Z „•SaTgaadoad 4UTOd UVSSPN„ 3o V dsW uo S£Z -OX -4oT 30 4aled Put 9£Z 'ON 401 :XaOA Max 'anbogogn, 'psog Asg OTuooad GT44TU :Agaadoad ;o uoTgEooZ •pjuA-quoaj aqq uT pans s go'PTd alnpegoS xTng pus Z£ -OOT uoT oaS 'III aTaT4aK 'aauEUTPaO BUTUOZ aq4 ggTA aauEpzoaOE ` UT 90UPTasA s aOJ 'xaox Max lan5ogo-.nO 'pEog dag otuoaad aTggTq -its ' a4lafipTW -q 4SUaa .90 UOTIEOTTddE uodn (• S • S • S) • W' d S T = 8 asneoaq pautst;uoo aq ( } pasranar aq ( ) ropadsag Rut plTng eq; jo uotstaap a% pue eausutpr0 2uTuoZ act; 3o .................... gdea,9easd .................... uonaasgng uo aag .................... alai. oI ;nensmd patuaP eq ( ) pa;uea a4 ( ) uo.Idoaxa imuods e . Incl} pautuua;ap sem ;c pxwEr art; ao uopntosaa Ag 'MOISd2DXZ ZYI0 9 'T eausuquo 2utuoZ aql o; aouetren a aoj Isanban ( )D eaueutp r0 RmuoZ agj aapun not;daaxa lumads a ao; jsanbag ( ) -SlVgddVAvedosd o; ssaaae ;o poet o; anp eauatxen ao; jsanbM ( ) �O O4lV08 E)NINOZ enol uo ua4e; sem molaq papo?Pnt uotjae aq; pue paiapisaoo snm }dB a V'n) O�/1I3J3� 8 L 61 ' SEW uo steaddd 3o pnoH SntuoZ aqj ;o Butlaeut u ;s i e� .z0A max lqnjboqoqnO PEO$ AEg OTUOOad .aTq-4TZ .VV8 ;uetladdV a� abpTW *q 4Su-7$ *.IN oy MOILMOS 90 XA&01 RIU 30 9MdaV 3O CCHVOS rJAIIMOZ alU 3O KOLLOV . 8/ -GT ' £T Tt xdrd pa;ea 0 T V Z -ox mddy S'IVZJ" 30 GW(M 'JNINOZ I= 30 KO11WV 8 L 6 T ' ZT ' ,XVff .. MLeu asoa Mw wilORMOS 3o DMOa i z t RECEIVE ),*+/ ?�� CJ MAR 2 4 2095 ZONING BOARD OF APPEALS After inspection and investigation the Board finds that the applicant requests permission to erect a shed in the front yard, and that this will not change the character of the neighboring district. The Board finds that strict application of the ordinance would produce practical difficulties or unnecessary hardship; the hard- ship created is.unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. On motion by'Mr. Gillispie, seconded by Mr. Maimone, it was RESOLVED that Ernst L. Midgette, 84A Little Peconic Bay Road, Cutchogue, New York, be GRANTED permission to place a shed in the front yard, Location of property: Little Peconic Bay Road, Cutchogue,.New York; Lot No. 236 and part of lot No. 235 on Map A of the "Nassau Point Properties." Vote of the Board: Ayes: Messrs: Gillispie, Bergen, Grigonis, Maimone. -TTI ..`1 77i,7'1 rr •.r 11 - OU ii.� ilii 14: _. �`LMIC y L`A'ZE HOUR Town Clerk, Town of Southold �'r' W , I i� I' I,t � Y � _ '- \ x�'t � ,.�':, *• � � '�� r` raj r � f ON logo on a& U71 4 - r AP . y�y _ r , Vii+. i . ." •`,. I^� \ '. _ � r ,� t.�w�J 1- �. y, $$ '• a i s •� � , _� r �`-� • � sad � biz T/c .� '` Cr'1'�ar .w`,•A 7�7• •� ' .. a -✓f �.'�- ,r -��C c, i = + � "�1�_�e �,,• 1 . i ♦ ! .t ".. ••. •l;..' .. .. '+`., �• moi.. �.. .. •... Sr(i_ . - :ti �� �•Mi.^ 1 -{ i. ♦.: �• t - ,. i 1'. r, x �' j S`r �' t�...�r�•' •jr.r h r an.Y" f-+1 ..��.�- � .�• . __ I. ` - --_,,,...,,.,, - ��t :.. ; ' .• w' -w... r _ 4 '�'� _ Jam' � �y _ - � � ♦•fes "6 - 4l� .('. .- 1 «Pr r {* Hwy. yy jy� • • �, } s��"4E ��^' � �� 1� �. �,�ia,�L'.� �•'� f" _ /�, y `T v'-}��" i•..�/•�s�"x��'"'.' }• ,v�A6w, �� • [�°. �a y - , t r. __ s.� ��• 7 . 4 ...+ . �. S'tr-! 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' v^� -�� � � � J ,..L .r^ _• � - .Y. `_ � � ,..i ,.. -mac', -- '. ,; Ir TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 12--e-L VILLAGE DIST. LOT*�2,Y6 y At V ORMR N E N E ACR. P 1A S W TYPE OF BUILDING RES, VL FARM Comm. CB. MISC. Mkt. Value TOTAL DATE REMARKS 4- IS—a 0 ho/v 4, ;Qlaz, /YW/a/ 600 9G v o -d - c 0 Lf�'-d #V 77�/Z, 0 d h v J,,/ BUILDING CONDITa .TION -7 h E6�St 0 14,64,- Cl -,C, r NEW R_ ,p,00 K,�NqAMAL ABOVE B E40 04-7-D 6? 1'f-) W( #e— FARM Ra 0a AcreCO 61 00 Value Per Acre Wg00 MK L ✓ij -743 -W09v MAR 2 4 2015 .-Tillable 2 -5 APPEAL Tillable 3 :ZONINU tsuAkt) OF Woodland Swampland FRONTAGE ON WATER Z", Brushland FRONTAGE ON ROAD a 12� House Plot DEPTH re & e- BULKHEAD o Total DOCK A L q pi, u. vvt AL = r -o", 'F, E- f -- ELIZABETH A. NEVILLE, MMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER o�0§VFFOL,rC®� CA �Z .Y t, Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: March 26, 2015 RE: Zoning Appeal No. 6856 Transmitted herewith is Zoning Appeals No. 6856 for Rocco & Eileen Resciniti-The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Agricultural Data Statement, Short Environmental Assessment Form, Applicant/Owner Transactional Disclosure Form from Rocco Resciniti, Agent/Representative Transactional Disclosure Form from John Sbaglia, LWRP Consistency Assessment Form, Notice of Disapproval to John Sbaglia for Resciniti Dated February 12 of 2015 Amended February 19 of 2015, Board of Zoning Appeals Application Authorization from Rocco Resciniti for John Sbaglia, Certificate of Occupancy for No. Z1772 Dated November 12 of 1963, Certificate of Occupancy for No. 25699 Dated December 14 of 1973, Certificate of Occupancy for No. Z14951 Dated October 6 of :1986, Action of the Zoning Board of Appeals for Appeal No. 2410 Dated April 13 of 1978, 5 Pages. of Photos of the Resciniti Property, Town of Southold Property Record Card for Tax-Map.No..1000-11 L-14-18, Survey Map of 1000-111.- 14-18 Dated October '14 of 2014, 5 Pages of Drawings showing Proposed New Garage and Plot Plan on Page 1; Garage Floor Plans and Section -A, on -Page 2; Garage Elevations and Section -B on Page 3; Detail Sheet and Notes on Page 4;"Additional Detail Sheet and Notes on Page 5. Date: 03/26/15 Quantity Transactions 1 ZBA Application Fees Notes: Payment Type CK #3805 ***RECEIPT*** Amount Paid By $1,500.00 Resciniti, Rocco & Eileen Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Resciniti, Rocco & Eileen 1220 Little Peconic Bay Rd. Cutchogue, NY 11935 Clerk ID: SABRINA Receipt#: 182249 Reference Subtotal 6856 $1,500.00 Total Paid: $1,500.00 Internal ID: 6856 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, MAY 7, 2015 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, MAY 7,2015: 10:45 A.M. - ROCCO RESCINITI #6856 - Request for Variances from Article III Section 280- 15F&C and Article XXIII Section 280-124 and the Building Inspector's February 12, 2015, amended February 19, 2015 Notice of Disapproval based on an building permit application for construction of an accessory garage, at; 1) less than the code required front yard setback of 35 feet, 2) location in other than the code allowed front yard on waterfront properties, 3) total square footage of more than the code maximum allowed of 660 square feet; located at: 1220 Little Peconic bay Road (adj. to Wunnewetta Pond) Cutchogue, NY. SCTM#1000-111-14-18 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(cD-Town.Southold.nv.us Dated: April 6, 2015 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 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: hqp://southtown.northfork.net April 6, 2015 Re: Town Code Chapter 55 -Public, Notices for Thursday, May 7, 2015 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 April 20th: 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__so_on._as.__po.s-sible; AND not later. than. April 27th: 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 April 29th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it atthe 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 Postinq for receipt by our office before May 5, 2015. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. NUTIL.E UF HEARIi4o The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold: NAME: RESCINITI, ROCCO # 6856 4 CTM # : 1 000-1 1 1-1 4-1 8 l'AR1ANCE: LOCATION / SETBACK / VEQUESTmE CATENN SIZE ACCESSORY GARAGE THURS., MAY 7, 2015 10:45 AM If you are interested in this project, you may review the file(s) prior to the gearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS -TOWN OF SOUTHOLD 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS :SOITH6LD; -NEW YORK _-- - ZU� 1� AFFIDAVIT OF In the Matter of the Application of MAILINGS (Name of Applicants) S CTM Parcel # 100Q- 11 i - (A - Ole COUNTY OF SUFFOLK STATE OF NEW YORK I, I I C -e V� residing at 5- ►'�Ce �' I 1? kO SFreXJ- New York, being duly sworn, deposes and says that: 71-�) ix Wc. I (s, ;o4 On the I Q, day of NXLC (" � , 20 , I personally mailed at the United States Post Office in 'beer k , New York, by CERTIFIED MAIL, RETURN RECEIPT -REQUESTED, a true copy of the attached.Legal.Notice. in - - -- rt— Prepai envelopes addressed to current pfopei y owners sli on the durront assessment - roll verified from the official records on file with the ()<) Assessors, or ( ) County Real - --Property Office -for every -property which -abuts-and-is-across-a-public-or-private-street; - or vehicular right-of-way of record, surrounding the applicant's property. (Signa e) Sworn to before me this c? day of �r r , 20(,Y s.' "I. °r ttsCy�V 3E. onea„ (NotarPckrg* rr s.' �_ - PLEASE list on the back of this Affidavit or on a sheet of paper, tS`e_Tot:=sew numbers next to the owner names and addresses for which notices were mailed. Thank you. NOTICES SENT: Town of Southold Town Clerk PO Box 1179 Southold, New York 11971 SCTM# 1000-118-1-11 Marcia Brown 1320 Little Peconic Bay Road Cutchogue, New York 11935 SCTM# 1000-111-14-19 William Giacone and Cindy Nance 1130 Little Peconic Bay Road Cutchogue, New York 11935 SCTM# 1000-111-14-17 James and Mary E Duffy PO Box 1237 Cutchogue, New York 11935 SCTM# 1000-111-11-26.1 N M Er cci , :amu runrn,wuc rx ru Postage 'O certified Fee ru OReturn Receipt Fee C3 C3 (En M Restricted'Dellvery Fee (Endorsement Required) 0 D, =I- Total'Postage &,Fees M . 8 I • — — ®- CEI rq RT ru Postage $ $Q.49 ,\ O ;A Certified Fee ru $3.30 0 Return Receipt Fee "r pR j �° are c C3 (Endorsement Required) $2.70 Al are Restricted D Re4u e) O (Endorsement Requirr ed) $0.00 �" r Q- 1' j r --I- Total Postage &.Fees � $6.49 �1�t87 M Sent To --------------`-------------- ------------------------------------------ Street &Apt. No, or PO Box No. City, State, ZlP+4 • PS Form :00 July 20,14 Postal CERTIFIED MAIV RECEIPT ' 0' DomesticlMigil Only �A-i Er .... , - . l nj O Postage $ $0.49- t f� 1 Certified Fee ru $3.30 /^ Oc �,? O Retum Receipt Fee Postmark'' C3 (Endorsement Required) $2, ?Ue ' %Pfll 2015 Restricted Delivery Fee Q (Endorsement Required) $'0. {� D, Total Postage&Fees $ $6.49,,• m Sent To 8 Apt. No - ----=---------------------------=------- ------- ------------^--- � SFreet ., or PO.Box No. -`----�----- ------------------------- City, State, ZIP+4 ------------------------`-: ---- PS Form :O0 July Mf4See Reversefor instructions M ai ru Postage O Certified Fee ru C3 Return Receipt Fee p (Endorsement Required). C3 Restricted Delivery Fee (Endorsement Required) O D, = Total Postage & Fees M I • — — ®- CEI rq RT ru Postage $ $Q.49 ,\ O ;A Certified Fee ru $3.30 0 Return Receipt Fee "r pR j �° are c C3 (Endorsement Required) $2.70 Al are Restricted D Re4u e) O (Endorsement Requirr ed) $0.00 �" r Q- 1' j r --I- Total Postage &.Fees � $6.49 �1�t87 M Sent To --------------`-------------- ------------------------------------------ Street &Apt. No, or PO Box No. City, State, ZlP+4 • PS Form :00 July 20,14 Postal CERTIFIED MAIV RECEIPT ' 0' DomesticlMigil Only �A-i Er .... , - . l nj O Postage $ $0.49- t f� 1 Certified Fee ru $3.30 /^ Oc �,? O Retum Receipt Fee Postmark'' C3 (Endorsement Required) $2, ?Ue ' %Pfll 2015 Restricted Delivery Fee Q (Endorsement Required) $'0. {� D, Total Postage&Fees $ $6.49,,• m Sent To 8 Apt. No - ----=---------------------------=------- ------- ------------^--- � SFreet ., or PO.Box No. -`----�----- ------------------------- City, State, ZIP+4 ------------------------`-: ---- PS Form :O0 July Mf4See Reversefor instructions M ■ Complete items 1, 2, and 3. Also complete { item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you, ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Town Q�S}SN Rs 0 cA q—b UJ el C ljj -P— Fr k POI�Ox 11-2q -5�0i+10�jf �� jq-7k A. Si X t �0 � �❑ Ad?1 t B. Received by (Pdn ed Neme) C. Date of De i e;n} �' 20151-1 D. is delivery addres different frem i 1? ❑ Yes If YES, enter delivery address lZelo y,�❑�lo : v , 3. Service Type ❑ Certified Mail® ❑ Priority Mail Express'" ❑ Registered ❑ Retum Receipt for Merchandise ❑ Insured Mail ❑ Collect on Delivery 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number I--- C (Transfer from se 7014 3492 0002 0248 1906 PS Form 3811; July2013 '• t : ! ! Domestic Return Receipt I ■ Complete items 1, 2,. and 3. Also complete item 4 if Restricted Delivery is desired. ? ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece,. ,. ;;, or on the front if space permits. 1. Article Addressed to: cL Bax 1v� ^ i ti 2. Article Number; ; : s :, i t (Transfer from service fabel� PS Form 3811, July 2013. A. SignatureAlozz O' 13 Agent ❑ Addressee ❑ Agent ; ❑ Addressee a B. Received by (Printed Name) ai C. Date of Delivery R r_N t aZ D. Is dellv4y address different from i ©Y :o'. E 4) If YES, enter delivery address o E o t f�� �23 W rrt v.4E ' n a ❑ ❑ ❑ t`+� C3 S2 ® � Ir- r~m R 3. Service Type �re%-11 ❑ Certified Mall® ❑ Priority M 1 - E3 ❑ Registered ❑ Retum Receipt for Merchandise or d ❑ Insured Mail ❑ Collect on Delivery 3 4. Restricted Delivery? (Extra Fee) ❑ Yes {ca o l El`s klOt4t 34`10V110*0,2 t0'248.t78+,90 a Domestic Return Receipt ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece,, or on the front if space permits. 1. Article Addressed to: ihe5 . yyl& "Ll � '13 ?o L-1 rH Cori fc �( Q 0u 0�, by 305' �-�- (/V A. Signature X A'�— 13 Agent ❑ Addressee B. Rece' ed by (Printed Name) G, Aat�e,f eery D. Is delivery address different from iten)4? LT Yes If YES, enter delivery address below. No 3. Service Type ❑ Certified Mails ❑ Priority Mail Express'" ❑ Registered ❑ Retum Receipt for Merchandise ❑ Insured Mail ❑ Collect on Delivery 4. Restricted Delivery? (Extra Fee) 2. Article Number --- - - - — (Transferfromservice 1: ;701;4. 34;90 :0002 024$ 1911; Ps Form 3811, July;201$ ; Domestic Return Receipt ❑ Yes M ai a o t aZ - E O 1 — N a- L h ❑ ❑ ❑ t`+� C3 S2 ® � Ir- r~m R 'ED ID7 U m❑❑❑ Mp l7 o, m M. O N L h ® zI'u S2 R CV TOWN OF SOUTHOLD ZONING BOARD'OF APPEALS SOUTHOLD, NEW YORK In the Matter of the Application of r• esc,( r+.i -- I (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel #1000 - COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I, i i �-e -�yt �-��L V� ► �'i residing atDan 1( t nd New York, being duly sworn, depose and say that: • 1 - r% f n .: i�srli ri _. nn�.r' T �E"rsOIIally p1aCe� th 1. 2 - Official Poster, with the date of hearing and nature of my application noted thereon, securely upon my property, located ten (10) feet or closer from the street or right -of way (driveway entrance) — facing the street or facing each "street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven (7) days no to the date of the subject hearing date, which hearing date was shown to be U 1 l Sworn to before me this 2,161 Day of mc,- , 2015 oiary Public) (TM (Si ature) JESSICA N. KEARNEY NOTARY PUBLIC, State of New York No. 01KEM10% Qualifled�[In�Sut/b�,tii CC � Expirn *b 1 I w * near the entrance or driveway entrance of my property, as the area most visible to passerby. #12203 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 2.3rd day of April, 2015. LEGAL NOT, fCE • r- »SQUTHOLD TOWN ZONING BOARD OF APPEALS . THURSDAY MAY 7,'1015, PUBLIC HEARINGS.—/U�.t–/ NOTICE IS HEREBY GIVEN; pur- suant to Section 267 of the Town Law . Principal Clerk and Town Code Chapter 280 (Zoning),, o Twn of Southold, the following`pu6lc hearings will be held by the SOUTH - OLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, -New York 11971-0959, on THURSDAY mAY Tie this (� da of y 2015. 7_,2i 5, 9.00 A.M.- RICHARD MANFREDT . ance from Article III Code Section .280 - #6 48 – (Adjourned from April 2, 2015) Request for Variance from Aiticle.:III Section 280-14 and the Building Inspec- 15B and the Building Inspector's March 30, 2015 Notice of Disapproval based on I CR�ISTINA tor's January 22, 2015 Notice of Disap- a building permit application for con- V proval based on anapplication for build-, struction of a non -habitable accessory VOLINSKI ing permit for additions and alterations existing single family dwelling, at: 1) garage aud.attached.sitting,area, at; 1) less than the code required side yard NOTARY PUBLIC -STATE OF NEW YORK more than the code maximum number-, setback of 25 feet, located at: 14911 Main No. 01V06105050 of stories of 2 1h, stories, located at: 240 Road (aka NYS Route 25) (adj. to Dam Quallfled In Suffolk County Sunset Path (Hilltop Path) Southold, NY SCTM#1000-54-1-19 Pond) East Marion, NY SCFM#1000-23- 1-2.9 My Commisslon Expires February 28, 2016 9:1.5 A.M. - RICHARD TROWN- .10:30 A.M. - JOHN FISCFIETTI and SELL. DAVID TROWN ELL and D.YE,I3_ORAH DFAVER #6954 7 -Request KA REN FEUERMAN #6845 – (Ad- €or Variance from Article Ili Section 280- journed from 4/2/15PH) Request for 14 and tfie Building Inspect"'s March 3, . Variances from Article =II Section 2015 Notice of Disapprc,Q: based on an 280-124 and Article XXII Section 250- application for building permit for addi- 1.16B and the Building Inspector's De- tions and alterations to an crusting single ceinber 22, 2014 Notice• of Disapproval family dwelling, at; l) less'than the code based on an application for building required minimum front.•ya' `setback permit for demolition and reconstruct of 60 feet, located at: 2615 Wells Road tion of a dwelling with deck addition, at; (adj. to Richmond Creek) Peconj6, NY 1) less than the code required minimum SCTM#1000-86-2-1.2. single side yard.setback of 10 feet, 2) less 10_45 • A.M.-."ROCCO FSCir3M than the code required bulkhead setback #6856 - Request for•Variances iron). Ar - 0175 feet, located at: 980 `Oak Avenue title III Section 280-15F&C and Article (adj. to Goose Creek) Southold, NY XXIII Section 280-124 and the Building SCTtvf#1000-77-1-6 Inspector's;, February 12,2015, amended 9:30 A.M. - ADF VENTURES LLC February. 19; 2015 Notice of Disapproval . ,.,(2550 – (Adjourned from 4/2/15 PH) based on.an building permit application Request for Variances from Article XV Sections 280-64B&C and 280-63 and for, construction of An -accessory garage, at; l)°less than the code`fequired front the Building Inspector's June 9, 2014, yard setback 'of 35, fCef 2)° iocat4pn, in err renewed February 23, 2015, amended .. other than the code allowed frond;yard February 26, 2015 Notice of Disapproval based on on waterfront properties 3) total sgquare an application for building per- footage of more;, than tiej Co°de miaati- mit to construct a commercial building mum allowed of 660 squarefeet,locafed for an electrical contractor's yard, at; 1) at: 1220 -Little -.Pecomc bay Roadf oda. less than the code required average front to .Wunnewetta °Pond): Giitchogue; NY. yard setback of 16 feet, 2) less than the SCTM#1000-111-14=18 code required minimum rear yard set- ]Lco A'.M, - JAMES• and CAROL back of 70 feet, 3) proposed structure SCHERER; #6855-''Request`for uar - with more than the code allowed maxi= ance from Article XXIIsSection 286_ mum of 60 linear feet of frontage on "116B and the Building1rispeotor's March one street, located at: 620 Corwin Street 17, 201.5 Notice of DisapprovaTbase -=ou Greenport, NY. SCTM#1000-48-244.2 an application for buildingpermit for4d- 9:45 A.M. - ROCKY LEDGE PART- ditions and aiterations'itbi-, i" dii single NERS. LLC. #6857 - Request for Vari-. family dwelling, at;1)less+"than•tlie code n , .... r antes from Article XXIII Section 280- . required Bulkhead setback* of 75 `feet, 121A and Article III Section 280-13A located at: 1015 Bungalow Lane (adj. and the Building Inspector's renewed to Deep Hole Creek) Mattituck, NY. and amended March 24, 2015 Notice of SCTM#1000-123-3=13 Disapproval based on an building permit The Board of Appeals will hear all application for additions and alterations persons or their representatives, desir- to an existing accessorygarage/second ing to be heard at each hearing, and/or dwelling, at; 1) proposed additions and desiring to submit written statements alterations are not permitted for a non- before the conclusion ofeach hearing. conforming use, 2) more than one dwell- ing on a single lot; located Each„1earin will not• start- earlier than at: Off Eastdesignated-abov'_e. End Road (aka Clay Point Road) (adj. Files:ia available for revie,* kduring regul dbusiness hours and to West Harbor) Fisher's Island, NY. prior -6 edday oftthe llearinga If you SCTM#1000-7-1-1 have questions, please contact our office 10:00 A.M. - HOMES ANEW I Ltd at, (631) 765-1809, or by email:. Vicki. #6853 - Request for Variance from Ar- Toth®Town.Southold.nyus. title XXIII Section 280-124_ and the Dated: Apiil6,2015 Building Inspector's January 28, 2015 ZONING `BOARD OFAPPEALS Notice of Disapproval based on an apt LESLIE KAM- WEISMAN, Plication for building permit for an addi- CHAIRPERSON tion to existing multi -family dwelling, at; 1) less than the code required minimum BY Vicki Toth 54375 Main Road (Office Location) front'yard setback of 40 feet, located at: 9625 Main Bayview Road Southold, 53095 Main Road (Mailing1USPS) ' P.O. Box 1179 NY. SCI'M#1000-88-3-23.1 Southold, NY 11971-0959 10:15 A.M. - TREASURE ISLAND 12203-1T 4/23 COVE. LLC. #6858 - Request for Vari- Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 March 26, 2015 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. #6854 RESCINITI, ROCCO Dear Mark: Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 C E � V E MAR 2 6 2015 Southold Town Planning Board We have received an application for construction of an accessory garage. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-513 is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chai on By: Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 hnp:Hsoutholdtown.northfork. net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 March �'b, 2015 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County -Administrative -Code: - -ZBA-File- # 6856 Owner/Applicant : RESCINITI, ROCCO- - -- -- ------ - Action Requested: Construct an accessory garage. Within 500 feet of: () State or County Road (X) Waterway (Bay, Sound, or Estuary) () Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other. information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA C!Tp7s,?n By: Encls. CsENE2AL NOTES I. THE WORK SHALL f5E IN CONFORMANCE WITH ALL 12. ALL CONSTRUCTION DE15RIS AND REFUSE SHALL �?E / APPLI6Af5LE GORES AS WELL AS ALL AGENCIES REMOVED f=ROM THE f5UILDING AT THE END OF EACH HAVING JURISDICTION. ALL PERMITS WILL I�E SECURED WORK DAY AND LEGALLY P15PO3EP OF OFF THE f5Y THE CONTRACTOR WHO SHALL GIVE ALL NOTICES PROPERTY. NO f5URNIN0 OF DE15RI6 OR REFUSE IS Ln REQUIRED f5Y LAW AS WELL AS PERFORM ALL PERMITTED. TESTING AND INSPECTIONS AS REQUIRED. NO WORK U Lu — SHALL f5EGIN UNTIL ALL NECESSARY PERMITS ARE 15. ANY EXISTINIG SERVICES UNCOVERED f�Y GUTTING OR z ISSUED. IN ALL GASES, THE M05T RESTRICTIVE CZ DEMOLITION OPERATIONS WHICH INTERFERE WITH THE LIMITATIONS OF ANY APPLICN�LE GORES SHALL f�E LL Q) � NEW CONSTRUCTION AND WHICH ARE REQUIRED TO z FOLLOWED tY THE CONTRACTOR. w J f5E MAINTAIN7-P A5 AN INTEGRAL FUNCTION OF THE 15UILDING SHALL f5E RELOCATED TO CLEAR THE NEW 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO z m CONSTRUCTION. Q x FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND U m = w TO VERIFY ALL DIMENSIONS AND CONDITIONS OF 14. WHERE EXISTING CONSTRUCTION NOT PART OF THE Q a_ EXISTING f5UILDING AND SITE. IN CASE OF CONTRACT 15 D15TURf5ED DURING THE EXECUTION OF Q DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS O THIS WORK, PATCH AND REFINISH TO MATCH AND ACTUAL FIELD CONDITIONS. THEY SHALL f�E �-o ORIGINAL CONDITION. � � REPORTED TO THE ARCHITECT IN WRITING FOR U � w CORRECTION. WORK DONE AFTER THE D150VERY OF 15. WHERE THE CONFLICTS BETWEEN THE CONTRACT O DISCREPANCIES AND PRIOR TO RECEIPT OF WRITTEN wLu ::) DRAWINGS, SPECIFICATIONS, APPLICABLE GORES, THE (L. U APPROVAL FOR CORRECTION SHALL f5E AT THE O MOST STRINGENT REQUIREMENTS SHALL APPLY. J 17U CONTRACTOR'S RISK. NO ADDITIONAL COST WILL I�E Wc\j p U ADDED TO THE PROJECT DUE TO CONTRACTOR'S 16. ON DRAWING -5, DIMEN51ON5 HAVE PREFERENCE OVER N OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS. SCALE. 5. THE CONTRACTOR SHALL COOPERATE WITH OTHER 1-1. ALL WORK SHALL f5E EXECUTED IN ACCORDANCE WITH CONTRACTORS AND SHALL LAYOUT AND INSTALL HIS w Q o U THE 15E6T ACCEPTED TRADE PRACTICES AND AS PER v► 0-- WORK AT SUCH A TIME AND SUCH A MATTER AS MANUFACTURER'S RECOMMENDATIONS. W NOT TO DELAY OR INTERFERE WITH THE CARRYING Q D— z FORWARD OF THE WORK OF OTHER CONTRACTORS. 18. SUBMIT SHOP DRAWINGS AND SAMPLES FOR ALL CHECK: J.5BALGIA SCALE: ITEMS AS SPECIFIED IN THE CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL PERFORM M16 WORK 50 SEA OEM Almoy THAT A MINIMUM OF DISRUPTION IS CAUSED TO Iq. THE CONTRACTOR SHALL COORDINATE, SCHEDULE, ` THOSE PORTIONS OF THE f5UILDING WHERE THERE 15 AND EFFECT ALL REQUIRED UTILITY SHUTDOWNS IN 5HEET NUMBER: NO WORK. COORDINATION WITH THE OWNER. TWO WEEKS PRIOR NOTICE SHALL f5E REQU I RED. 5. AOOE55 TO ALL AREAS OF THE f5U I LD 1 NG SHALL f5E COORDINATED f5Y THE OWNER. 20.PAT6H AND REPAIR AS REQUIRED EXISTING DAMAGED CONSTRUCTION IN AREA OF WORK AND WHERE 6. CONSTRUCTION OPERATIONS SHALL f�E COORDINATED D15TURED f�Y NEW WORK. ALIGN AND f5LEND AT ALL TIMES WITH THE OWNER. DAMAGED CON6TRU6TION WITH ADJACENT EXISTING SURFACES. 7. ALL EXITS SHALL 15E KEPT READILY A66E55115LE AND UN06TRU6TED AT ALL TIMES. 21. FINISH FACE OF NEW WORK SHALL ALIGN WITH FINISH 8. THE TERM TO REMAIN' IS USED TO INDICATE THAT AN ITEM 15 EXISTING AND NO MAJOR WORK IS REQUIRED, HOWEVER, THE TERM DOES NOT PRECLUDE PATCHING, REPAIRING, REFINISHING, ETC. cf. . WHEN PATCHING AND REPAIRING ARE GALLED FOR f5Y THE DOCUMENTS, IT IS NOT TO f�E CONSTRUED THAT THESE ARE THE ONLY PLACES WHERE SUCH WORK IS REQUIRED. 10. ALL PATCHING AND REPAIRING OF SURFACES 15 TO 15E DONE WITH MATERIALS AND WORKMANSHIP TO MATCH ADJACENT SURFACES. II REMOVE AND PATCH EXISTING WORK AS REQUIRED TO ACCOMMODATE NEW WORK. DEADIV"" UNDISTURBEI FACE OF EXISTING WORK. 22. DELIVERIES AND REMOVALS SHALL f5E A5 DIRECTED f�Y THE OWNER. 25. SLL FRAMING LUMf5ER SHALL MEET OR EXCEED THE FOLLOWING: F = [ZOOp s i, E = 1,7(0,000 24. JOIST HANGERS TO f5E "TECO' OR EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS. 25. PROVIDE HEADERS (MIN. Z"x8" U.O.N.) OVER ALL DOOR AND WINDOW OPENINGS SUPPORTED f�Y DOUBLE STUDS AT EACH SIDE. 25. NEW WINDOWS TO f5E f5Y ANDERSEN, 400 SERIES, TERRATONE DOLOR IN EXIST INC ROUGH OPENINGS. :lel:{al_1ml ONTINUOUS :L ROD 4'-0" O.C. DOTE: 10RIZONTAL TIMBERS OR RAILROAD TIES. )RIVE ROD THROUGH VERTICALLY AT 4'-0" ).C. IF SOIL IS ACTIVE OR IF MORE THAN T-0" )F SOIL IS BEING RETAINED. CONSIDER A "DEADMAN" AT t6'-0" O.C. TERRACE WALL DETAIL SCALE: 5/4"=I' -O" I 1220 LITTLE PECONIC BAY ROAD, CUTCHOGUE, NY LITTLE PECONIC BAY ROAD N 50°31, 011 .. _ • Y�Rp SETBACK .. PRONT 68' NEW GONGRETE APRON ..._ ...._ • • ' YP�R1� SETgAGK ' n t's Y J 00 o� / r z 1220 LITTLE PECONIC BAY ROAD, CUTCHOGUE, NY LITTLE PECONIC BAY ROAD N 50°31, 011 .. _ • Y�Rp SETBACK .. PRONT 68' NEW GONGRETE APRON ..._ ...._ • • ' YP�R1� SETgAGK ' n t's Y J / r Ln U Lu — Lu z =Q� CZ 0L LL Q) � P/0 407' ?� . PLOT PLAN ---� I AA Al `00%A i PARKING --��---1 NEW TERRA WALL SEE DETAIL ON SHEET SP -1 � .20 .0 0 ?4 0- O P/0 4oT ?3 5 ON& HAR , 4 2015 7_ONING ROARD OF APPEALS 5GALE: I"=10' -O" REVISIONS: Ln U Lu — Lu z =Q� CZ 0L LL Q) � Q z w J z m Q x z U m = w Opo Q a_ Q W O U z �-o W � � � U � w () z z W O wLu ::) — (L. U O Z J 17U Wc\j p U R N w QU LU z z w Q o U v► 0-- � O QQ W Q D— z DRAWN: K. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 1-2-2015 SEA OEM Almoy ` C:r Mo 5HEET NUMBER: - .L:<��"t�,y'..��?,':Ji"-�i..w .� •�;�r•.,51�,• i'':Ar��,��•t T r• ': ;�j{ a•i 6'Nx56'0 POURED r� CONCRETE FOUNDATION w/ s: I 6' CONTINUOUS FOOTING 35'-0' '�. �r' :a.:I,•.i.M.•�f�'��'«r.i��•J, �, j7�i '�',i. .,:�!'•i. '�*�,4'�,. ,�i �,4 '..,`J� •r NEN 4" CONCRETE 5LA5 ON GRADE >f 41-6" 8'-0" -0" 6'-0" '-0" 8'-0" 4'-6" GARAGE 1ST FLOOR PLAN 5GALE: 1/4"=1'—o" 0 04 HD POST (TYP OF 2) � V tV 0 X 0 VIM 35'-0" (2)2X10 (2)2x10 s DN 1%N12" LVL RID5E BEAM — .lop/ of nl l NEK VAO" R.R NEW 2'x10" R.R a I6" O.G. 16" O.G. GARAGE 2ND FLOOR PLAN 5GALE: 1/4"=1'-O" 04 HD P05T (TYP OF 2) � V ry0 X � C o A-8 N 1-3 T— 4X4 NO P05T (TYP OF 2) 1-0 — — — — — — — — — — I 9'-O"xs'-o" I 6ARA6E DOOR r— (2) 2X12 HEADER TOP OF RIDGE 17'-4 1/2" PROVIDE CONT. - FLA5HING 2ND FLOOR F.F.E. 4-1113/4" OIL TOP PLATE 2 "x5" RAF17ER5 12" MIN TO 6RADE� 1 ST FL. FFE i 0'-0" L/ I DOUBLE TRIMMER AROUND OPENING NEN HD 5TAIR5 N/ 54' — H16H RAILING 0 .t (5) GARAGE DOOR OPERATOR UP 1-------------1 F-----------� 04 WD P05T (rr'P) i i ! PAS 11-0"xe) I I a'-o"xa'-o" 6ARA&E DOOR r7AR60 DOOREF i . (2) 2X12 FADER (2) 2X12 HEADER 1'-0" 9'-0" 1JI-061. 9'-0" I. 3'-0" GARAGE 1ST FLOOR PLAN 5r -.ALE: 1/4"=1'-O" WOOD RAILING 4 STEPS BEYOND 4X4 WD POST (TYP OF 2) C A-8 RIDGE VENT 1-5/4"XI2" LVL RIDGE E3EA,M -12"AZ' ALUM. 2XI2 RAFTERS a 16" O.G. VENT BEYOND _Z/// 2X5 RAFTERS 12" W150 TJI's a 12" -j OG. FLOOR JO15T5 GARAGE n 71/2 _ STORAGE 5/4" PLYWOOD 5UB-FLOOD OVER FLOOR JOISTS DOUBLE 2X4 TOP PLATE (1) LAYER OF 5/5" TYPE "X" GYPSUM BOARD ON CEILING (1) LAYER OF 5/5" TYPE "X" — 6YP5UM BOARD TO EXTEND TO UNDERSIDE OF ROOF 2X4 P. TREATED SILL PLATE. PROVIDE TERMITE 5HEILD 4 SILL SEALER(TYP) r-4" CONRETE SLAB ON 6" MIL V.B. GARAGE SECTION - A -ASPHALT 5HINGLE5 (AS SELECTED BY OWNER) ON 15 LB. FELT ATOP 1/2" PLYWOOD SHEATHING -PROVIDE LATERAL BRACING BETWEEN EACH JOIST. ICE 4 WATER 5HEILD TO 2'-0" BEYOND WARM SIDE OF WALL -1,0. BLOCKING AS READ. -ALUM. DRIP EDGE -ALUM. GUTTER 4 LEADER - AZEK FASCIA BOARD - AZEK SOFFIT W/ SOFFIT VENT - WOOD CLAPBOARD TO MATCH EX15TINO -1/2 PLYWOOD SHEATHING ON 2x4 WD. STUDS a 16" O.G. - HOUSE WRAP ON EXTERIOR SIDE OF PLYWOOD SHEATHING - 5/5" DIA. ANCHOR BOLTS a 5'-0" O.G. MAX. AND MAX. 12" FROM EACH CORNER -a" POURED CONCRETE FOUNDATION WALL (TYP) -2"X4" KEYWAY -5"X16" DEEP GONG. FT��r�„`Y" -5& RECEIVED MAR :? 4 2015 ZONING BOARD OF APPEALS REVISIONS: Lf� U W — LLJ � z _ U Q U_ W Q z W J Q() z cr) z Z U O n W pyo Q Q Q W O U OCL Z �-- p LU m >— n U > w z z R/ U w w ci U I_ O _z J = U__j� WC\j p U N Q I Z O U W W U-1 -Yd- Q Z O U z Z Q OL >_::. Q �- Lu z OC IL/ O 0 LL_ Lu V Q DRAWN: R. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 1-2-2015 5E Ap ft 5HEET NUMBER: 7 ALUM. 6UTTIrR AZEK TRIM .AF 6ARA6E000 ARCHITECTURAL LOUVER AZEK TRIM AROUND WINDOWS (TYP) COPLAY GARAGE DOOR `- L16HT FIXTURE hYP OF 2) ". OF 5). TO BE 5ELEGTED BY OWNER GARAGE FRONT ELEVATION Sr—.ALE: 1/4"=I' -O" 12"x121 ROOF AZEK TRIM AROUND VENT (`TYP OF 2) HINDOHS (1YP) WOOD GLAD BOARD J SIDIN5 TO MATCH EXISTING GARAGE REAR ELEVATION SCALE: TOP OF PARKING AREA _EL. 18 DEADMEN SEL. 16 T T T 6X6 RR TI E5. SEE DETAIL ON- _EL. 14 511 7 MIN TO GRADE ... • . 1.J�lll— . ; lll—lll — 111 III—I— �� II IT UF TOP OF RIDGE 17'-41/2"'V 2ND FL. FFE 9'-11 3/4' AFF 1STFL.FFE 0'-0" AFF GRADE VARIES TOP OF RIDGE 17'-41/2"'v 2ND FL FFE 9'-11 3/4" AFF 1 ST FL FFE 0'-0" AFF GRADE VARIES (1) LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON GEILIN6 — (1) LAYER OF 5/8" TYPE "X" GYPSUM BOARD TO EXTEND TO UNDER51DE OF ROOF 2X4 P. TREATED SILL PLATE. PROVIDE TERMITE 5HEILD 4 SILL SEALER ('ITP) DECORATIVE BRACKET, TO BE 5ELECTED BY OHNER AZEK TRIM AROUND HINDOWS (1YP) L16HT FIXTURE GARAGE SIDE ELEVATION SCALE: I/4"= I' -O" ♦7FY TOW AD^ W 9 HOOD CLAP BOARD SIDING TO MATCH EXI5TIN6 SIDING TO MATCH W EXISTING GARAGE SIDE ELEVATION RIDGE VENT SCALE: I/4 I' -O" 1-B/4"XI2" LVL RIDGE BEAM 5/4" PLYWOOD 5UB-FLOOR OVER FLOOR JOISTS 12" WI50 TJI15 m 12" OG. FLOOR JOISTS 4" CONRETE SLAB ON 6" MIL V.B. I II II(• -SII II 1 11 I �1 1�1 � 1 1 I I � 1 II I I I �1 111 GARAGE SECTION • i WOOD RAILING E STEPS BEYOND IIF�II II 1 II II� I ILII I II II-� 1111 I l l 1 II�1 II � I II�I�1 I 11 mI AZEK SOFFIT W/ SOFFIT VENT TOP OF RIDGE 1IT-4 1/2" 2ND FL. FFE 9'-11 3/4' AFF 1 ST FL. FFE 0'-0" AFF GRADE VARIES Az4<ET. BY WOOD CLAPBOARD TO MATCH EXISTING 1/2" PLYWOOD SHEATHING ON 2x4 WD. STUDS a 16" O.G. HOUSE WRAP ON EXTERIOR SIDE OF PLYWOOD SHEATHING 5/6" DIA. ANCHOR BOLTS a 3'-0" O.G. MAX. AND MAX. 12" FROM EACH CORNER 8" POURED CONCRETE .FOUNDATION WALL (TYP) 2"X4" KEYWAY 8"X16" DEEP GONG. FT6 -dECEIVEI� MAR 22 /�' 2015 CONING BOARD OF APPEALS C REVISIONS: I t ■ � m ELM; 1 ' iii{iifii�ii}i NEW WE mob U LLu — � INN T 1011, R/ 10 Q Z W � J � Q � d- m z m � Q x z COPLAY GARAGE DOOR `- L16HT FIXTURE hYP OF 2) ". OF 5). TO BE 5ELEGTED BY OWNER GARAGE FRONT ELEVATION Sr—.ALE: 1/4"=I' -O" 12"x121 ROOF AZEK TRIM AROUND VENT (`TYP OF 2) HINDOHS (1YP) WOOD GLAD BOARD J SIDIN5 TO MATCH EXISTING GARAGE REAR ELEVATION SCALE: TOP OF PARKING AREA _EL. 18 DEADMEN SEL. 16 T T T 6X6 RR TI E5. SEE DETAIL ON- _EL. 14 511 7 MIN TO GRADE ... • . 1.J�lll— . ; lll—lll — 111 III—I— �� II IT UF TOP OF RIDGE 17'-41/2"'V 2ND FL. FFE 9'-11 3/4' AFF 1STFL.FFE 0'-0" AFF GRADE VARIES TOP OF RIDGE 17'-41/2"'v 2ND FL FFE 9'-11 3/4" AFF 1 ST FL FFE 0'-0" AFF GRADE VARIES (1) LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON GEILIN6 — (1) LAYER OF 5/8" TYPE "X" GYPSUM BOARD TO EXTEND TO UNDER51DE OF ROOF 2X4 P. TREATED SILL PLATE. PROVIDE TERMITE 5HEILD 4 SILL SEALER ('ITP) DECORATIVE BRACKET, TO BE 5ELECTED BY OHNER AZEK TRIM AROUND HINDOWS (1YP) L16HT FIXTURE GARAGE SIDE ELEVATION SCALE: I/4"= I' -O" ♦7FY TOW AD^ W 9 HOOD CLAP BOARD SIDING TO MATCH EXI5TIN6 SIDING TO MATCH W EXISTING GARAGE SIDE ELEVATION RIDGE VENT SCALE: I/4 I' -O" 1-B/4"XI2" LVL RIDGE BEAM 5/4" PLYWOOD 5UB-FLOOR OVER FLOOR JOISTS 12" WI50 TJI15 m 12" OG. FLOOR JOISTS 4" CONRETE SLAB ON 6" MIL V.B. I II II(• -SII II 1 11 I �1 1�1 � 1 1 I I � 1 II I I I �1 111 GARAGE SECTION • i WOOD RAILING E STEPS BEYOND IIF�II II 1 II II� I ILII I II II-� 1111 I l l 1 II�1 II � I II�I�1 I 11 mI AZEK SOFFIT W/ SOFFIT VENT TOP OF RIDGE 1IT-4 1/2" 2ND FL. FFE 9'-11 3/4' AFF 1 ST FL. FFE 0'-0" AFF GRADE VARIES Az4<ET. BY WOOD CLAPBOARD TO MATCH EXISTING 1/2" PLYWOOD SHEATHING ON 2x4 WD. STUDS a 16" O.G. HOUSE WRAP ON EXTERIOR SIDE OF PLYWOOD SHEATHING 5/6" DIA. ANCHOR BOLTS a 3'-0" O.G. MAX. AND MAX. 12" FROM EACH CORNER 8" POURED CONCRETE .FOUNDATION WALL (TYP) 2"X4" KEYWAY 8"X16" DEEP GONG. FT6 -dECEIVEI� MAR 22 /�' 2015 CONING BOARD OF APPEALS C REVISIONS: U LLu — � z T R/ LL � Q Z W � J � Q � d- m z m � Q x z 0 =W Opo �QCL Q L O z O Lm� C) U_ W ct� z Z R/ U Lu — 5- U I- W O Z J = W � U ry CV m 1 z O I— U W (s) � W z z Q o U z O > Q W z o > LLJ J W W Q DRAWN: K. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 1-2-2015 SEA -` .a 1 Y" W'.S. 5HEET NUMBER: (4) IGD TOENAILS FROM RAFTER INTO RIDGE PER TAPLE R60Z.3(I) FASTNER 66MPLLF FOR STR nj;L AL MEM15ER5 SIMPSON 65200-4 MIN. STRAP 9 EACH RAFTER WITH COMMON NAILS 9 EJ1CH SIDE OF STRAP STRAP MUST EXTEND IZ" 15EYOND RAFTER FACE (r�EE WFCM TABLE ')A THIS ROOF RAFTER, SEE PLAN NOTE WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE (16 CATHEDRAL OR VAULTED CEILINGS) 51MP50N LSU25 HANOER5 REQUIRED • EA. RR TO RIDGE OR HIP CONNECTION IN ACCORDANCE WITH 42502.3.1 IN ADD. TO 5TRAPPIN6. RIDGE T-ENSION STRAP DETAIL NOT' TO SC&E SIMPSON STRONG -TIE 112 CONNE(TOR NAILED IN AGGORDANGE w/ MANLFAGTURERS INSTRUCTIONS GUT R.R. TO ALLOW FOR SHEATHING TO i3E NAILED TO 15OX 51? COMMON NAILS EA( END OF STRAP (SEE WFGM TA15LE 3.315 THIS SHEET) go OF f Loop, JOIST 2x4 STUD U 16" O.G. W/ SIMPSON STRONG -TIE 66W STRAP EACH STUD MIN. BEARING ON STIR SURFACE IV 5D COMMON NAILS EACH END OF STRAP (SEE WF(,M TAf 5l- E THIS SHEET) 51MP6ON STRONG -TIE GSW STRAP EACH STIP INSTALL #5ETWEEN SILL AND TOP OF FRN. WALL MIN. bf ARINC7 ON STUD SFACE 12" PROVIDE TERMITE SHIELD OVER SILL SEALER AND MAINTAIN S" MIN. FROM - WD. TO FIN. GRADE 4• 5/8"o STEEL ANCHOR f56LTS MAX 3'-d' O.G. (SEE WFGM TABLE 3.ZA TH 15 SHEET) EXTEND 1>OLTS MIN. 7" INTO FRN. WITH TIGHTENED NUT & WASHER TO EACH pOLT. r SkvPsoN STRONG -TIE MA15P AIC WR t5 NOr USED SECOND FLOOR FIRST FLOOR f5ASEMENT 6IMP60N STRONG -TIL L66UZ5 SCALE: NOT TO SCALE TYP 1GAL WIND UPL IST GONNEGT IONS sCALf:I/2'-r-d" (R3oI2.l.l) DE516N CRITERIA: AMERICAN FORT=ST AM PAPER A5506IATION WOOD FF.AW 60N5TRUGTI0N MM1UA_ FOR ONE AND TWO FAMILY PYAILIN66 WFCM 1995 5QG H16H WIND EDITION ALL STRAPPING, NAILS, FASTENERS TO BE APPROVED FOR 6.6NTAGT WITH PRESSURE TREATED L_WMR THIs PRO EzT MUST'COMPLY WITH THE RESIDENTIAL GORE OF N.Y.S. AND MEGHANIGAL 5Y5TEM COMPLIES w/ CHAPTER5 IZ THRU 24. PLUMDI% SYSTEM MUST COMPLY w/ CHAPTERS 25 THRU 32. ELECTRICAL SYSTEM MUST COMPLY w/ w/ GRAFTERS 33 THRU 42. COMMON NAILS Wfi END aF COMFCTOR E WFMM TME 3.315 THIS EET) NAL IN ACCORDANCE MMIFA6TM5 RECO hMATIft 6IMP60N STRONG -TIE X 2- Nar TO SCrLE t P COMMON NAILS 0 EACH END OF STRAP (SEE ffCM TAMZ 3.315 THIS SHEM " m I cites SPAN Ir S I MPSON STRONG -TIE 0320 Aar- TO 6CAI-E LOCATED AT EACH NEW STIP, TYPICAL W COMMON NAILS 9 EACH FNP OF STRAP m SI -EM TAME 3.315 TLENGTH T SIMP60N STRONG -TIE 6620 PLOT TO 6(,ANt SIMPSON PP WASHER V x3" 5/6"4 STEEL. ANCHOR COLTS • MAX 3'-d' OC. (SEE WFCM rAfkE 3.2A THIS Sf1EET) • EXTEND BOLTS MIN. 7' INTO FRN. WITH TIGHTENED NUT % & WASHER TO EACH Pax. a• TYP16AL ANCIHOR f5OLT Aar TO 6CAE r saoN sTKaq&-TE AiA0l5 ANCHOR IS Nor LOW HEADER DESIGN RASED UPON 50 MPH WIND LOAD. HEADER SPAN UP TO A MAX OF 6'-d' PROVIDE I .IA6K AND 2 KING STLDS EA END HEADER 5PAN UP TO A MAX OF S' -d' PROVIDE 2 JACK AND 3 KING STIRS EA END w1=6M -5 100 110 1/2" ANCHOR BOLT 5/8" ANCHOR BOLTS TAPLE 3.2A SILL OR FOTTOM PLATE TO FOUNDATION 237 PITCH ANG110R BOLT GONNEGTIONS FASTEST MILE WINDSPEFP (MPH) FASTEST MILE WINP5PEED (MPH) RESISTING LATERA- & SHEAR LOADS 12 2 3 4 4 507 475 16 3 4 (PRESCRIPTIVE ALTERNATIVE TO TAftE 3.2) 90 loo 110 120 90 loo Ilo Ito ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMLM ANCHOR BOLT GONNEGTION SUPPORTING EDGE NAIL SPACING SPADING (IN641E5) SPACING (IN6,HE6) 5 6 (INGI-fE5) - 637 SILL PLATE TO FOUNDATION* I STORYf I 46 72 f (DRAWL SPASE OR BASEMENT) 3 STORIES '� 3 659 531 low 566 i 23 WALL BOTTOM PLATE TO FRN. 2 32 19 25 (SLA� ON GRADE) 1-3 STORIES 16 2 3 4 4 491 259 20 6 3 36 57 + ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL DE DETERMINED IN THE FOUNDATION DESIGN PER SECTION I.IA• lf j. 1• ANCHOR DOLT SPACINGS 15ASEP ON MAXIMUM SI-V� CAPACITY OF UJ"MK P ROOF AND/OR FLOIOR DIAPHRAGMS (271 p5-,C- 2. AN611OR DOLT SPACINGS 15ASED ON MAK" SHEAR CAPACITY OF 15RA61% WALL PERIMETER EDGE NAIL SPACING OF 3' OC. (7-31 (731 Pltj MILT IN ACCORDANCE WITH SECTION 'M,4. 3. ANCHOR COLT SPACING, RASED ON MAXIMUM 51 -EAR CAPACITY OF BRACING WALL PERIMETER EDGE NAL SPACING OF 6" oc. (421 " MILT M ACCORDANCE WITH SECTION 3.4.4. PROVIDE 4-10 FADE NAILS FROM KING STUD INTO HEADER AT EACH SIDE ROOF FRAMING PaLnE TOP PLATE CRIPPLE 5Tu FUL LENGTH wAu- 5Tws W-0- Thi F-117aEj "-, 9 IZ4&0jjQ4iiIt= PROVIDE 5-I6D CMWN NAL -15 AT EACH ETD OF 05--20 STRAPPING FOR HEADER SPANS LESS THAN 7 INET & Ei-IOD 64Mv4ON NAL5 AT HEADER SPANS 6REATER THAN 7 IST - 51MPSON 0--20 STRAP FROM TOP PLATE TO CRIPPLE 61W ANP (rYP�PPLe 6W TO HEAPER 51MPSON 6-20 STRAP FROM HEADER TO HEADER 517LD5 AND HEADFR STIP TO SILL PLATE (Tw) NOTE: UPLIFT GONNEGTION 15 1-Yf IGAL ffRAM INCA ANIS UPL FT "IRF° AT o OF H�wER AND AT' bOTTGM of GONNEGTIONS AOR OPEN INC�s H� BTS '" ADDITION TOS caNNEcraRs AT wAu. STLDs AND AT TOP AND WTTOM OF CRIPPLE STLP WFGM TAft L 3.4 RIDGE TENSION STRAP CONNECTION REgJIREMENTS FASTEST MILE WINDSPEEP (MPH) FASTEST MIL WINPSPEED (MPH) 90 100 110 ROOF SPAN NLM6ER OF W COMMON NAILS IN EAM 237 PITCH (FEET) END OF I I/4"x20 GAUGE ,TRAP L"A 316 416 12 2 3 4 4 507 475 16 3 4 5 6 DO 1129 20 4 5 6 7 935 3:12 24 4 5 7 5 252 330 25 5 6 5 - 637 378 32 5 7 - - 727 892 36- 659 531 low 566 741- 935 IZ 2 2 3 3 193 253 16 2 3 4 4 491 259 20 3 4 5 5 560 4:12 24 3 4 5 6 570 720 28 4 5 6 7 175 225 32 4 6 7 5 440 262 36 5 6 S 399 503 2 2 3 575 704 12 2 647 16 2 2 3 4 164 213 20 2 3 4 4 409 5:12 24 3 3 4 5 465 572 25 3 4 5 6 479 602 32 4 4 5 7 4 5 36 4 5 6 7 6 5 12 Z 2 2 3 - 16 2 2 3 3 32- 20 2 3 3 4 36 6:12 24 3 3 4 5 28 3 4 4 5 3Z 3 4 5 6 36 4 5 6 7 12 1 2 2 2 f 16 2 2 3 3 2!J f 2 f 3 3 4 7:12-13:12 24 2 3 4 4 25 3 3 4 5 32 3 4 5 6 36 3 4 *5 6 FASTEST MIL WINPSPEED (MPH) 90 100 110 IZo REQUIRED CAPACITY OF RIPGE GONNEGTION (PLP) 237 312 394 454 316 416 525 645 395 519 657 507 475 623 788 965 554 727 DO 1129 (033 831 1050 1291 712 935 1 1152 1452 189 247 312 352 252 330 416 510 315 412 520 637 378 494 623 765 441 577 727 892 504 659 531 low 566 741- 935 1147 145 190 240 295 193 253 320 393 241 317 400 491 259 380 480 589 338 443 560 688 386 507 640 756 434 570 720 854 131 171 216 264 175 225 257 352 215 285 359 440 262 342 431 525 306 399 503 616 350 457 575 704 393 1 514 647 7% IZ3 160 201 245 164 213 267 327 205 266 334 409 246 320 401 490 257 373 465 572 3'18 AU 535 654 369 479 602 736 I. TAM-ATED CONNECTION REQUIRMEWS ARE CASED ON TOrAL UPLIFT MIN15 2/3 OF THE ROOF A55EMd,LY DEAD LOAD (2/3x10 PSF) 2. WHEN THE T^,LATED NU15ER OF NAILS REQUIRED IN EACH ETD OF THE STRAP 15 E4X TO I RD THE FRAMING K ATTACHED M A660RDANCE WITH TApLE 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING 15 NOT REQUIRED 3. M -EN A CCiLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, ME N.MMR OF IOD CO4AAONI NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TApI LATER N MISER OF 5P NAILS IN A STEEL STRAP. A. TAMLATED CONNECTION REQUIREMENTS ARE 15ASED ON A IZ" RIDGE STRAP SPACING, FOR DM`t RFT(r RIDGE STRAP SPACINGS, MULTIPLY THE TAM ATED VALLE.5 15Y THE APPROPRIATE MULTIPLIER MOW. E THE N.MDER OF NAILS IN EACH END OF EACH STRAP MEE75 t5, SPECIAL CONNECTION HARDWARE IS REQURED. 5. TAMLATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 rUET OR LESS, THE TA15LLATED VALI.ES SHALL DE PERMITTED TO M MLLTIPLED DY OHO. RIDGE STRAP SPACING (INU1E5) 12 IG 192 24 1 4t5 1 72 MULTIPLIER 100 1.33 1.60 200 14.00 1 600 * RIDGE TENSION STRAP GALGI-ATIONS f5ASED ON NOTE #4 Ai3OVE 3 5D COMMON NAILS (TANJLATED) X 1.33 (MLTIPLIER FOR 1( " O.G.) = 3.99 (4) 5D cGOMMON NAILS REQUIRED AT FAGH ENP OF RIDGE TENSION STRAP WFOM �% = INDICATES DE51GN CRITERIA TAf5LE 3.3� UPLIff 5TRAP CONNECTION REG�UIREMENTS (ROOF -TO -WALL, WALL-TO-WALL AND WALL -TO -FOUNDATION) (PRESCRIPTIVE ALTERNATIVE TO TALE 3.3) L TAD"T® LR -FT REQIIR MI5X5 AS'S1M A RXF/6Et M5 DEAD LOAD 6P 10 PSF (2/9x15 P51=). F A CEILING A550MLY 15 NOr PRE DC OR IF TI -E 6ELJN6 A551900LY 15 NOr 60NNECTM TO THE ROOF A55134LY, THE TApI.LATFD RNMR G` NAILS V -KL yE MPLA5FD DY I NAIL AT EACH ETD OF THE STRAP. FOR EACH 5 PSF WREASE IN ST ypEAL ROOF/CEILING DEAD LOAD, TM TAI.LAT® W)CER OF NALS SHALL M PERMUTED TO M REDLZED PY I NAL 2. FOR WAIL-TO-WA1L M•D WNL-TO-`OIMATION 604,MTIONS, TM TApLLATED "MR Or NAILS SHALL DE PERMUTED TO DE ROV" DY I NAL AT EACH END 6f THE STRAP FOR EA(h FU.L WNL APAf- WI=GM TALL 3.13 VA' -k_ SHEATHING ATTACHMENT w'_!�!UIREMENTS FOR WIND LOADS SHEATHING L.OGATION I FASTEST MILE WINPSPEED (MPH) 90 100 110 120 INTERIOR ZONE FRAME ROOF 24 SPADING SPAN NLMBER OF 5D COMMON NAILS IN EACH (INGt1E5) (FEET) ENP OF 1 I/4"x20 GAUGE STRAP 12- 2I2 12 2 2 3 3 12 16 2 2 3 4 122 20 2 3 3 4 12 24 2 3 4 5 12- 26f 25 3 3 4 5 12 32 3 4 5 6 IZ 36 3 A 5 7 1 12 Z 3 3 4 122 16 Z 3 4 5 6 12 --31/ 24 6 12 16 .i Zq.l 6 4 5 6 D p U 25 3 4 6 7 32 .4 5 6 8 36 4 5 7 - 12 Z 3 4 5 16 3 4 4 5 20 3 4 5 6 19.2 24 4 5 6 7 25 4 5 7 5 32 4 6 7 - SCALE: AS NOTED 36 5 SEA �""l� IR E Y� 4 a ;Ltd 12 3 4 5 6 SHEET NUMBER: 1(o 3 4 5 7 20 4 5 6 5 24 24 4 6 7 - 25 5 6 S - 32- 36 L TAD"T® LR -FT REQIIR MI5X5 AS'S1M A RXF/6Et M5 DEAD LOAD 6P 10 PSF (2/9x15 P51=). F A CEILING A550MLY 15 NOr PRE DC OR IF TI -E 6ELJN6 A551900LY 15 NOr 60NNECTM TO THE ROOF A55134LY, THE TApI.LATFD RNMR G` NAILS V -KL yE MPLA5FD DY I NAIL AT EACH ETD OF THE STRAP. FOR EACH 5 PSF WREASE IN ST ypEAL ROOF/CEILING DEAD LOAD, TM TAI.LAT® W)CER OF NALS SHALL M PERMUTED TO M REDLZED PY I NAL 2. FOR WAIL-TO-WA1L M•D WNL-TO-`OIMATION 604,MTIONS, TM TApLLATED "MR Or NAILS SHALL DE PERMUTED TO DE ROV" DY I NAL AT EACH END 6f THE STRAP FOR EA(h FU.L WNL APAf- WI=GM TALL 3.13 VA' -k_ SHEATHING ATTACHMENT w'_!�!UIREMENTS FOR WIND LOADS SHEATHING L.OGATION I STIP SPADING (IN( OL.) 4' EDGE ZONE 12 I6 24 INTERIOR ZONE I2 16,1 24 WFGM TAf5LE 3 8 ROOF SHEATHING ATTACHMENT REgJIREMENTS FOR WIND LOADS FASTEST MILE WINDSPEED (MPH) Sof 100 110 Iw STRUCTURAL SHEATHING OR PANEL 6IDING3 E I F E I F I E I F I E I F MAXIMUM NAIL SPACING FOR 51? COMMON NAILS (INCHES O.G.) 6 III 6 IZ 6 12- 6 12- 2I2 6 6 16 J6 122 12 6 12 6 12 6 122 6 122 6 12 6 12 6 IZ 6 I2 6 12- 26f (v 1 6 IZ 6 12 6 12 6 12 6 IZ 6 122 I6 J FASTEST MILE WINI25PEED (MPH) -30( loo 110 Ito STRUCTURAL. SHEATHING E F I E I F I E I F I E F SHEATHING LOCATION I RAFTER/TRUSS SPACING (IN OG) MAXIMUM NAIL COMMON NAILS SPADING (INCHES FOR 8D OL.) 4' PERIMETER ZONE 12 6 12 6 12 G 122 6 6 16 J6 122 6 6 6 6 61 61 19.2 6 6 6 6 6 6 6I 61 24 6 6 63 63 63 63 4 4 INTERIORZONE 12 6 12 6 12 6 12- 2INTERIOR Q D- I6 J 1 6 12 6 12 6 122 19.2 6 12 6 12 6 12 6 6 24 6 12 6 12 6 6 6 6 GA�I E ENDWALL RAKE & RAKE TRUSS 4 s} s} 4 4 44 A� X15 ZECEIVEL. MAR �, 4 20ir, ZONING BOARD OF APPEALS REVISIONS: Ln L9 U Lu - I_ LU R Z _ U Q 1 0 Lu Q z QJ W J 0 Z m (Q X z�)m = W O:o Q D- 0 Q W O U Z >-- p W C) >- CC) > U _ W z z Luuw _ Lu (ten v I- Lu O = W D p U R/ N W I- O W z tuC) z z Q W z �- cL Lu Q LLJ oC = Lu _J Q W I) DRAWN: K. JUAKEZ CHECK: J. SBALGIA SCALE: AS NOTED DATE: 1-2-2015 SEA �""l� IR E Y� 4 a ;Ltd J Nil SHEET NUMBER: a q0 GENERAL NOTES: rHE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION... I. DRAWINGS ARE NOT TO PE SCALED. USE PIMENSIONS ONLY. CONTRACTOR SHALL aIE(,K ALL PIME_NSIONS AND CONDITIONS AT JOB SITE. ANY DISGREPAN6,IE5 OR OMISSIONS FROM PLANS ANP /OR SPEGIFIGATIONS MUST PE GALLED TO THE ATTENTION OP THE RECORD ENGINEER ANP SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS PEEN AWARDED. OTHERWISE CONTRACTOR WILL PE HELP RESPONSIiSI..E FOR SAME. T. CONTRACTOR AND/OR SUbI.ONTRAGTORS SHALL PE RESPONSIPLE FOR ADEQUATELY NWIN6 AND PROT 6TING ALL WORK PUZIN6 CONST FWTION A&AINST DAMAGE, PREAICA6 , COLLAPSES, PISTORTIONS ANP MISALICNM1ffff' A66ORDIN6 TO ALL APPLIGAPLE GORES, STAMARPS, ANP GOOD CONSTRUCTION PRACTICES. 3. ALL MATERIALS ANP GONSTTRUCTION TO PE INGORPORATEP IN THE WORK SIAL PE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.TM. SPECIFICATIONS WHERE APPLICA5LE ANP SML CONFORM TO THE STANDARDS AND RELOMMENPATIONS OF THE VARIa)S TRADE INSTITUTES (A.01, A.I.SC., S.J.I., ETC.) ARE APPLIGAPLF. ALL MATERIALS USED IN GONNE6TION WITH THIS PROJECT MUST- PE NEW MATERIALS UNLESS OTHERWISE STATED. 4. ALL NEW W6,r\WORK TO PE LAID UP IN CEMENT -LIME MORTAR I: I: 16 MIX. CONCRETE 115l1ICK TO PE LAID UP IN PORTLANP CEMENT MORTAR, I: 3 MIX, AS PER TYPE S OR N OF A.S.TM. SPECIFICATION #0270-1964. 5. ALL PRICK AND CONCRETE "M WALLS SHALL M PONDER T06ETTfR WITH 6ALVANIZED PUR-O-WAL MESH TIES EVERY W' OL.: VERTICALLY (TWO PLOGK COURSES, MAX.) - IF APPLIGAPL.E 6. NO CONDUITS, PIPES, GAPINETS, Erb. SHALL ENCROACH UPON ANY FIRE WALLS OR FIRE RESTRICTIVE PARTITIONS. WHERE ME011ANI6AL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, 7 REINFORE FRAME AROUND OR ADJACENT TO INTERFERENCE AS R5ZJIRED TO MAINTAIN STRUGTUZA_ INTEGRITY OF WALLS, CEILINGS, FLOORS, ROOFS, ETC. b. MECHANICAL VENTILATION S Wl M PROVIDED WffYEVER RE IREP 6Y LOCAL 60155 ANP ORDINANCES AS WELL AS IN ACCORDANCE WITH NEW YORK STATE GORES. 9. ALL WORK PERFORMEP Py THE PRIME CONTRACTOR ANP/OR 5UP(,ONTRAGTORS MING EITHER DIRECTLY OR INPIRFLTLY IN CONTRACT WITH THE OWNER SHALL PERFORM SUCH WORK UNPFR THE PROVISIONS OF THE A.I.A. GONTRAGT DOGUvIENr A201. 10. ALL DIMENSIONS ANP CONPITIONS To M VERINEP PY CONTRA( TORS PRIOR To CONSTRUCTION ANP PRIOR TO ORPERIN6 MATERULS. II. RECORD ENGINEER IS NOr RESPONSIISL.E FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. 12. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE SrRENOTH AS SHOWN IN TAbL.E R40Z.2 CONCRETE SUPJEGT TO WEATHERING AS INPIGATED IN TA15L E R3011 SHALL PE AIR ENTRAINED AS SPECIFIEP IN TAI5LE R4o2.2. MATERIALS USED TO PROPLY-E CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLIGA15ALE SrANPARPS LISTED IN AGI 318. IN APPITIONS TO THE CEMENTS PERMITTED PY AGI 318, CEMENT COMPLYING WITH ASTM G 1157 IS PERMITTEP 13. WHEN PLACED DIRECTLY ON CONTINUOS FOUNDATIONS , THE WALL, WOOD SILL PLATE, OR GOLD FORMED STEEL 150TTOM TRACK SHALL PE ANCHORED TO THE FOUNDATION IN AGCORPANCE WITH SECTION T' MINIMUM EMbEPMENT. 14. ALL CONCRETE 15L.00C MATERIAL SHAH. CONFORM TO A.S.TM. 6-90 OR A.S.T.M. 6-145 LATEST REVISIONS. 155. THE TOP TWO COURSES W/MIN 15' EMPEPEP CONFORM TO A.S.TM. 6-145 LATEST REVISIONS. ALL ANCHOR POLTS SHALL PE SET INTO ALL HOLLOW GORE PLOGK ANP FILLED SOLIP. 15" ANCHOR DOLTS EMPEPEP TOP 2 COURSES ANP FILLED SOLID. 16. FILL SOLID ALL GONGRETE PL.OGIKS IUNPER GONCENTIRATEIP LOADS TO PEARIN& SOIL IN AL FLOCK WALLS APOVE AND PEL GRADE. 17. AL LOOSE LINTELS SHALL HAVE A MINIMUM OF 6" 151�ARIN6 AT EACH END OF ALL MA50NRY OPENING5. 15. FOUNPATIONS ANP FOOTINGS SIZED FOR PEARIN6 ON VIRGIN SOIL AT MINI" PEARIN6 CAPACITY OF 2,000 L f5S PER SQUARE FOOT WITH A MINIMUM OF V-0' COVER. (VIE & CONTACT ARCHITECT WITH DISCREPAN( IES) 19. ALL WOOF FRAMING, INCUAIN6 JOISTS, I' EMS, POSTS, STUDS, ETC., TO M DOUGLAS FIR NO.1 OR BETTER WITH Fb=1200 PSI SIN6ULAR, Fb=1400 PSI REPETITIVE. MIGROLLAMS TO PE Fb--WO PSI W. STRUCTURAL STEEL TO PE ASTM A36. DETAILED, FAISRICATED ANP ERECTED PER A.I.SG. 21. PROVIDE METAL DRIP FLASHING OVER ALL EXTERIOR WINDOWS & POORS. 22. ALL DOORS TO GARAGE AREA FOR INTERIOR LIVING SPADE SHALL PE 3/4 HOUR UL. SELF GLOSIN6 (MIN). A SINGLE -STATION SMOKE DETECTOR ALARM PEVISE SHALL PE INSTALLEP ON THE CEILING 23 IN EACH ANP ADJACENT TO THE SLEEPING AREAS ANP THE PASEMENT/CEL- AR AND ON EVERY FLOOR AS PER N.Y.S. DOPE SECTION R 317 24. USE 5/5" GYP. PD. OR APPROVED EQUAL "FIRE GORE" 3/4 HOUR RATED GYP. PP. FOR GARAGE, UTILITY RM., ANP OVER AL FOIL ERS AS PER STATE AND LOCAL GORES. ALL FUEL PURNIN6 EQUIPMENT TO 15E IS" APOVE GRADE 25. PROVIDE WATER RESISTANT GYP. PP. AND EXTERIOR &RADE PLYWOOD IN ALL AREAS SL tX,(,T TO EXPOSURE TO WATER OR MOISTURE. U. ALL 6YTPSUM 150ARP TO PE TAPED ANP SPAGKLEP, MIN. 3 GOATS 27. WOOF SILLS SHAH M A MINIMUM OF 2X4 NOMINAL LUvIPER AS PER NYS R404.% ANP WHERE REQUIRED PY SECTIONS R322 ANP R323 PROTECT EP A&AINST PEGAY AND TERMITES 28. ALL HEADERS TO PE SUPPORTED PY 4" X 4" P05TS (TYP), UNLESS OTHERWISE STATED. 29. PROVIPE DOA>bl.E HEATERS ANP TRIMMERS Ar ALL STAIR ANP FLOOR OPENINGS ANP UNDER AL POSTS ANP PARTITIONS RUNNING PARALLEL TO SAME. 30. 15RIP61N6 TO PE EITHER SOLID, I" X 3" OR IS 6A. CROS`' 15RID61N6, MAX 8' -d' OC. 31. ALL HEADERS TO PE (2) 2 X & UM..ESS OTHERWISE STATED, ALL WILT -LP WOOF ORDERS AM HEADERS SHALL. NOr HAVE ANY SPI -Ir ON THE WIDE FACE OF 32 ANY MEMMR GREATER THAN 1/2 TIMES THE WIPE FACE 33. THE TOP OR 15970M EDGES OF JOISTS MAY 15E NOTCHED NOT- TO EW EED 2'. 34. ALL STRUCTURAL WOOF SHALL PE KEPT 2" PACK FROM CHIMNEYS. . ALL FLOOR JOISTS SUPPORTING KITCHEN ANP L A INPRY EQUIPMENT TO PE SPACED 12" ON CENTER 36. JOISTS HANGERS, ETC. To PE 'TE(O" OR APPROVED EQUAL FOR FLUSH 5TTR16, URAL- CONNECTIONS. 37. ALL EXTERIOR EXPOSED METAL, STEEL, ETC. SHALL PE PRIMED ANP PAINTED 2 COATES ANP/OR 6ALVMLIZED 38. FOR POURED CONCRETE SLAP PROVIDE 6" X 6" 10/10 6A. W.WF. OVER 6 MIL. POLYETHYLENE VAPOR FARRIER ON 6" WELL GOMPAGTED SAND AND GRAVEL FILL. 39. ALL CONCRETE HAUNCH FOOTINGS TO PE PROVIPEP WITH 2-#7 REINFORGEP RODS. 40THE EXTERIOR SLRFAGE OF AL FOUNDATION WALLS N5 -o N GRAPE (b(CEP T SLA6 AREAS) SHALL M DAMP -PROOFED WITH AN ELASTIC, COAL TAR EASE, SELF PRIMING PITLMINOUS PLASTIC CEMENT. 41. 6RAPIN& ARaW NEW CONSTRUCTION SHALL SLOPE AWAY ANP PLEAD INTO DXISTIN& CONDITIONS. FIRE FOOTINGS SHALL EXTEND d" FROM FOUJDATION ON ALL SIPES AND SHALL. PE IV' THICK. 42. PROVIDE COM"TION AIR VENTS AS PER NYS ENERGY GORES. 43. ALL 6M5T KYTTON SHALL PE IN ACCORDANCE WITH THE NY5 RESPENTIAL BUILDING CODES, THE W5 RESIDENTIAL GU11IDIN6 CONSTRUCTION MANUAL, ANP THE NYS ENERGY CONSERVATION COPE. 44. ALL PLUMPING FIXTURES SHIALL PE INPIVIR,VU.LY TRAPPEP AND VENTED AS REQLJIREP PY NYS CODE. CAST IRON PIPE gtkL CONFORM WITH LOCAL COPE REQUIRE=MENTS WITH APPROVAL JOINTS, PIPE SUPPORTS ANP CLE'1NOUTS. A,5. D(TEW AL E XISTIN6 AFFEGTLP PLUMPING AS NECESSARY TO MELT CODE AFTER NEW CMSTTRLCTION 46. HEFTING ANP 0001. -IN& DESI6Ns SHALL COMPLY WITH ASHfZAE STANDARDS. 47. LOCATION OF PASEMENr SASHS AS PER PPC. RECOMMENDATION. 48. THE GENERAL CONTRACTOR/WILDER SHALL MAKE ARRAN6EMENTS WITH THE OWNER TO SELECT, PROVIDE ANP INSTALL AS REQUIREP (PER NEZ,, NFM.A, NAT. PL.0 INNG COPE, A.SM.E. AND A.S.H.R.E. 6PE6,I1`I6ATIO'NS) ALL HEATING, VENTILATING AND AIR GONPITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS AS WELL AS FINISH MOLDINGS AROUND 63. ENTIRE BASEMENT- CEILING TO PE INSLUTED WITH G" (R-19) PATTS. 64. ALL HOT WATER PIPES AND DUCT WORK TO PE INS.�I,I.ATED AS PER NEW YORK STATE ENERGY GORE. 65. AFFF. - ABOVE FINISHED FIRST FLOOR. 66. A1. PLYWOOP USED STRUGTURALY SHALL MELT THE PERFORMANCE STANPARDS 07 MID ALL OTHER RF-6IJIREMENT5 OF APPLIGA51-E U.S. GOMMERGIAL STANDARDS FOR THE TYPE, GRAPE AND SPECIES OF PLYWOOD AND SHALL PE 50 IDENTIFIED I5Y AN APPROVEP TESTING A6ENGY. CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AND OBTAIN ALL APPLIGAPLF CERTIFICATE OF OCCUPANCIES 68. ALL WILPIN6S WITHIN ONE MILE OF THE OGEMI, PAYS, AND SOUND ARE IN A WINP- POUZNE DEPR15 REGION AND GLAZED OPENINGS ON THE ST"RUGTURES MUST PE PROTECTED WITH GLASS MEETING THE L.AR6E MISSILE TEST CERTIFICATION OR WITH STRUCTUIRA_ SHUTTERS WITH ATTACHED HARDWARE AS REQUIRED PY CODE ( CODE SECTION Iro9.1.4 ) ENERGY NOTES 1. SEE ATTACHED RESGHEGK VERSION 3.5 RELEASE le oJJ MINIAN SPECIFIED COMPRESSIVE STRENOTH OF CONCRETE TYPE OR LOCATIONS Or cONGR1=TE cONSTWaGTION MINM" SPW RED COMP�SSNe STRM40TH [p�)" WEATH MN6 POTS RUL t�t_I611X.E TE RAFTER TO TOP PLATE ( TOE NALEP PA�Bff WA15, FaMATIa6 AM OfH ER CatF TI= Wr DPOS® TO THE WEATML 2500 2500 2500 Daff ARAGE DOUR cry S' ON 2500 2,500 C. 2,500 DA6BNENT WALL, FOLWAnO N WA 16, EX I R10R WN15 k amEx v�rlcrL GaNc. worac D�o� ro WEATHER 200 5/Po� 3 0 PGRC TIES 6, RPORr %ADT- AND SUFS EFoSW TO THE W ATHf3Z, AW 6NZA6E MOOR SLAPS 2`''� 3000 sw rx FOK 51 : 1 r15I = OATS Wo A AT 2a DAYS P51 D. 6M TADLE 83012 FGR WEATWJW POTENTIAL 6. CONCFM N nT*X- LOCATIONS THAT MAY DE �l AFLT TO FREMI6 AND THAWN6 DURN6 CONSTRI.GTION SHML DE AIR-ENTRANEP GGNGRETE N AC,(O KtE W1111 FOOrNOT = V D. SEE SECTION 401.2 FOR MINKM C ANr 66WENr E PROVDE i ML PGLYET tLME VAPOR WRIER ffER ALL SCADS ON 6RAPE o I� NAILING 66MEDUL� DESCMPTION OF PJLDIN6 ELDv1E T6 COMMON NAF NAIL SPA( MO ROOF FRAMING PER JO19T RAFTER TO TOP PLATE ( TOE NALEP 3 fid f=ACH1 LAP C'-LN6 JOIST TO TOP PLATE ( TOE NALEP) '� fid EA01 LAP C' -LI IO JOIST TO PAPA -LEL RAFTER ( FACE NALEP) 'rfid FUR TE C=LN6 JOIST LA -5 OVER PARTITION ( FACE NALEP) 3 -fid Hi EW COLLAR TE TO RAFTER ( FACE NALEP) 2-5d,� EW DIOCKN6 TO RAFTI=.R ( FACE NALED) 2 -ad F_- RIM DOARD TO RAFTER ( FACE NALEP) 2rl4d WAL FRAMN6 _ U TOP PLATE TO TOP PLATE ( FACE NALED) 2 -Aid PER FOOT TOP PLATES AT INTERSECTIONS ( FACE WLEP) 44d JONr' .A h SDE STUD TO STUD ( FACE NAILED) 2-W d 24" OC. WADER TO WAVER (FACE NALID) lid W06 ALONG � TCP PLATE OR DOTTGM RATE TO STIP ( ENP NAUP 2 -lid PER 2x4 STUD -lid PER 20 STIP 4-Wd PDR 2xD STUD UPLIFT STRAP ca m(mON "d PM STRAP DOTTOM RATE TO FLUOR JOIST-, DMD J015T, EW JOIST OR M,06KN6 ( FACE N&W ) 2 -lid PTR FOIOr MOOR FRAMN6 0 JOIST TO SLC, TOP RATE OR 6FR R ( TOE WILED) 4-nd PDz JOIST DRI OM TO JOIST ( TOE NALEP) "d EACH ETD M XKN6 TO JOI6T ( TC'_ NALEP) "d EACH EW iLOGKIN6 TO %L OR TOP RATE ( TOE NALEP) 3 -lid EACH DIOCK LDX� STRIP TO REAM ( FACE NAL® ) -lid EACH JOIST JOIST ON LEDGER TO DEMAM ( TOE NALED) "d PER JOIST DMD JOIST TO JOIST ( EW NALEP) 3 -lid PER JOIST DMD JOIST TO 5LL OR TOP RATE ( TOE NAILED) 2 -{id PER FOOT RAM SHEATHN6 0 U STRUCTURAL PMIS Sd 'r � / 11 MLP N 4' 00. 9 ME W OVHMW.6 (MT 6) C UN6 5H EATHN6 6YPF�(,M WALLDOARD 5d c0 ass T tPeE / Id FGD WNL 5IIFATHN6 STRUCTURAL PM85 td i WOE / a M" 6YPE,I.M WALLDOARD 5d 40O ERS Y ®6E / Id FGD MAPDDOARD td Ir WeE / tr rtw FLOOR SHEATHNO r, Lu STRtaGTLRA_ PANEL Zz r OR LE55 5d 'r M / r MLP 6RPATFR TWW r IOd ,C WM 1,C rW DOORS, W INPOWS, AND FLOOR/WALL INTERSECTIONS I. NAuN6 REQUIRo ENr6 APE 15A5® ON SHEATHING NAILED A NCfS ON-GENTt-R AT THE f MEL EDGE. IF NO NOTE OR DETAIL OR DUCK THEREOF SHALL PE CONSTRUED AS RELIEVING THE WALL 0-EATHN6 15 NALEP 3 IN F.6 aN•-CENTER AT THE PANEL EDEA TO ODTAN H IR SWEAR cAPACTEM, 49. THE CONTRACTOR FROM DILUTION OF ALL WORK IN AGCORDANGE WITH ALL ��,� RATES, S O L� ro�IvWNTI Mq� V- �' OR ALTERNATE c4MFLrORA Owl A5 STATE AND/OR LOCAL CODES Z WHEN WALL 5HEATHN6 15 GOMQJaOIa` OVER GONELTED MBviDER5, THE TADUATED NIMpfR GF NAILS SHALL THE CONTRACTOR SHAH GIVE ALL NOTICES ANP COMPLY WITH AL LAWS, ORPINANGES, DE Pr-RMffTrzP TO DE FEU -FP TO Hid NAL PER FOOT REGULATIONS, ANP ORDERS OF ANY PUPLIG AUTHORITY FEARING ON THE PERFORMANCE 13 BION RERf 5 6AU6E RCMN6 NALS AW li 6AlluE STAPLES ARE PfRMfTTFD, C•ECK IDG FOR 51. THE SEWAGE PISPOSA_ SYSTEM AND FRESH WATER SIUPPI-Y SYSTEM SHALL-rA�,j� {�?jQl ,L /I\: PE AS REQUIRED PY THE LOCAL POARD aF HEALTH. l 1 52. COPYRIGHT 2004. REPROPLYTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN CONSENT OF THE PES&,ER, IS PROHI15M. THESE PLANS MAY NOT M FILED FOR CONSTRUCTION PURPOSES IN ANY MILIPIN6 IPEPART HENT, WITHOUT THE PESI&NERS WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY PURPOSE, OTHER THAN THAT SPEGIFIGALY AUTHORIZEP PY THE DESIGNER, IS ILLEGAL, ANP MAY SUP,PLT THE USER THEREOF TO THE PAYMENT OF FULL COMMISSIONS AT NO TIME MAY THESE PLANS PE ALTERED IN ANY WAY ME55 ACTIN& UNPFR THE WINDOWS AND DOORS: DIRECTION OF THE SUPERVISING ARGHITr=GT/ENGINEER THE FOLLOWING PRODUCTS ARE SPECIFIED AS THEY MEET OR EXCEED THE REQUIRED 54. TYP @ FALSE VALLEYS/1AYOVERS DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE GORE: - PROVIDE NAILING PAP SECURED TO PRIMARY FRAMING I. WINDOWS WILL 15E. ANDERSON 400 SERIES TILT -WASH - WITH A PERFORMANCE RATING - PROVIPE PAP WIPTH TO AGCOMOPAM GUT ENP PIMENSION OF RAFTER ENP. OF PP50 AS PER AAMA/NWWDA I.S.2 TESTING REQUIREMENTS - PROVIDE 6ALV. FRAMING CONNECTIONS ® PAD TO LAYOVER RATERS 2. SLIDING PATIO DOORS WILL M ANDERSON 200 SERIES NARROW -INE SLIDERS - MAINTAIN VENTING AT LAYOVER. 55. FIRE PI.OGKIN& TO COPE RWZ&-8602.8.1 56. ASSUMED SOIL TO PE SAND OR 6RAVEL, WITH MINIMUM TRACES OF PRY CLAY, WITH A MINIMLM FEARING GAPAGITY OF 2,000 1-1!5 / SQ. FT. 57. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURAED SOIL. 58. DESIGN LOAFS ARE AS FOLLOWS PER SQUARE FOOT: ATION LIVE PEAP PEFLE67-ION LIMIT I Sr. FLOOR 40# 10# L/1 60 2 NP. FLOOR 40# 10# L/360 3 RP. FLOOR 40# 10# L/360 ATTIC, (NON -STORAGE) 10# 5# L/2AO ATTIC, (STORAGE) 20# 10# L/240 ROOF (WITH FIN. C=1LIN6) 30# (SNOW) 15# L/240 ROOF (NO FIN. GEILIN&) 30# 7# L/ISO SNOW LOAPS HAVE PEEN ADJ,JSTEP TO REFLECT THE SLIPEOFF FACTOR, AS A FUNCTION OF ROOF PITH. RAFTER SIZES MAY HAVE To M INGREASFD TO AG OMOPATE HIGHER SNOW LOAPS. 59. GLASS IN SVELITES, SHOWER DOORS ANP SLIPIN6 6LASS DOORS TO M TEMPERED GLASS. 60. ELPLTRIGA - WORK TO 6asFORM TO THE NATIONAL ELPCTRIG COPE ANP ANY APPLIGAIXf LOCA- GORES. AL ELECTRICAL WORK TO PE UNDERWRITER APPROVEP 61• CONSTRUCTION TO CONFORM TO AL COPES HAVING JURISPIGTION. 62, THESE PLANS ARE PESI&NEP TO MEET- OR EZEP THE REQUIRMENTS OF THE NEW YORK STATE PUILPIN6 GORE. WHEN 15UILPINCI IN ANY JURISPIGTION, EITHER INSIDE OR OUTSIDE THE COPE, VARIATIONS MAY PE R59JIREP. IT 15 THE RESPONSIPILITY OF THE PLAN PURCHASER OR rUILDER TO VERIFY SUCH REQUIRMENTS WITH THE LOCAL CODE OR ENFOP,-, vENT OFFICER AND TO AMEND THE PROPosED GO•LSTIRUGTION AS SO REGZUIREJP. 3. ALL GLASS TO 15E LOW - E COATED AND ARGON FILLED TO MEET ENERGY GORE 4. ANDERSON WINDOWS MINIMUM DESIGN PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 15 PSF 5. ANDERSON WINDOWS STRUCTURAL TEST PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 22.5 PSF 6. ANPER60N WINPOWS WATER RESISTANCE TEST PRE55URE FOR ALL RESIPENTIAL WINDOWS 15 28(o P5F USAGE LIVE LOAD EXTERIOR DALCl/NIES 00 PECKS 4O PASSENGER VEHICLE 6ARA6E5 50 ATTV.6 WfTI10Ur STORME 10 ATrV.6 WITH STORAGE W R/X. hS OTHER THAN 6LITPIN6 F"ro 40 6LEEPN6 ROOMS W STARS 4O 6UAFWALS AD 11MDRALS 200 SPECIFY LOW SIDE, HIGH SIDE, OR CENTER FLUSH WITH HEADER (LOW SIDE FLUSH SHOWN) ' J END WALL SKEW ANGLE , SLOPE / ANGLE PLOCKIN6, Simpson Strong-Tle GLT/GLTV Sloped and Skewed SIMPSON STRONG -TIE HW SCALE: NOT TO SCALE 6IMP60N SHEARWAL TIEPOWN TO PE INSTAIID AT AL CORNERS OF PUILDIN& TIEPOWN TO PE SECURE=LY POLTEP IN THREE PLACES TO CORNER STUDS TYPICA- F-5/6'0 ATR ANCHOR &23/4"M15 SILLPLATE, TYP. FOUINIPATION WALL, TYP. S I MESON STRONG -TIE t 95A SCALP: NOT TO 66ALE 2 14-P ® Id' OL. TYPICAL 4"x4" CEPAR RAIL POSTS -2"x6" CSAR TOP RAIL r2"x2" CEDAR RAILS 5 I/2" O.G. 2"x(." CEDAR TYP I GAL RAILING FETA I L PLAN VIEW SCALE: 1/4" 1'-0` NOTE: SPAGINO SHALL NOT ALLOW PASSAGE OF A 4" PIA SPHERE AS PER NYS 8.316 TADLE R301h WINd FLOOR vRAOING ENDWALL SCALE: 1/4" 1'-d' =o) _y I Iv1y 11ti SCALE: I/2" 4" SPHERE CAN NOT PASS THRU V2"x6" GEPAR TOP RAIL "x4" C7PAR -2"x2" CEDAR RAILS @ 6" OC. 2"x(." GEPAR - 2"xi" CEDAR PECKING 'l -FLOOR. JOIST I/2" &ALV STEEL I50LTS, NUTS AND WASHERS ALLOWAf5LE DEFLECTION Of= STRUCTURAL MEMf5ER6 STRUCTURAL MEMBER PE1=LE T1O DEFLECTION RAFnH WAVING SLOPES 6REATM THiMI 3/j7 WITH NO FNISHED C-LIN6 ATTACHED TO RAFfFR5. LAW NTTEIGR WALLS AD PAZTITP45 11/150 R-00 R5 AMD PLASTERED CELN65 L/W ALL OTHER 5TRLCTURA MENDERS L/240 DM!RIOR WALL -57 WITH RJ161FER OR 6ny,60 FINISH H/W ExTTaZIOR wA15-wIW LOMSA WITH DRITTLE FNISI E5 L/240 EXTERIOR WALLS -WW LOAM W" fLD(IDLE FINISt•1E5 LAW NOTE: L SPAN LENGTH, H SPAN HEIGHT A. THE WIND LOAD SHALL f5E PERMITTED TO 15E TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREN. HEADER AS INDICATT7P IN/"5T AS IW16ATEP *INSTAL ON EVERY NEW HEAPER, 2 PL6 S I MP60N STRONG -TIE P644 SCALE: NOr TO SCAM 4 x 4 COLUMN, TYPIGA TO PE ANCHORED INTO GONG. FOOTING i S 1 MPSON ST RONO- T I E LGA SCALE: NOT TO SCALE 17"4 STUD W^LL 9 I6" O.G. (TYPICAL) APSON (MP(aA) HtOL-PDOWN ■zI F -ir A" PLYWOOD SUIS FLOOR oOR JOIST I6" OG. 2-X4 TOP FL.ATE 11?6A) Ha- PDOWN S3MEER WALL OONNEOT I ON DETA I L Nor TO 5r,ALE ZECEIVEI, iAAR 2, �- 2.0, ZONING BOARD OF APPEALS REV1510N5: Ln F_- W = i- R Z _ U Q OL LL- L Q Z Q LIJ J �- _J QIT z m � QZ X z(jo LLJ Opo Q LL 0 Q W 0 U � zQ0 lLJ Cp L to z z Lu Q) w L _z }J� _ W 0 U � N LU O L0 Z 9 Lu :� C) r, Lu Zz Z O �Lu L LLJ z (J� J_ }Q L1J C) DRAWN: R. JUAREZ CHECK: J.5BALGIA SCALE: A5 NOTED DATE: 1-2-2015 5 EA�'' <+�:7 Iv - e 4 * 1 4; 4 t SHEET NUMBER: NP 2 SHED — 3.6' EAST 10.5' n M N t- o O o Lo O �n z ,N o. 0 G :PA K1tSG E o ++ ,— PARKING a SPACE 6.0 6.0, 24.0' i Z a In a o0 o �R (j o ZM a ¢ t6 � a 03 qLF� o a a \R/ 24.0' LOT 236 P/0 LOT 235 8 X8 WOOPATID WOOD , 1 p�1 � ,p0 Q 26 SCALE- l --JO' P/0 LOT 235 Rr:CEIVED VAR 2 4 2015 ZONING BOARD OF APPEALS MAP OF LOT .LOT 236 AND P/O LOT 235 AS SHOWN ON "A MENDED MA P A OF NA SSA U POIN T CL UB PROPER TIES... " S1 TUA TED AT TOWN OF SOU THOL D SUFFOLK COUNTY, NEW -YORK CERT/F/ED TO.• ROCCO RESCIN/Tl CONSTANCE PILNACEK, PLS PO BOX 53 ST. JAMES, NY 11780 N. YS LICC, NO. 50163 (631) 862-1111 DATE 10/14/14 REF. NO. 14-2735 MAP NO. 156 FILED 8/16/1922 TAX MAP DESIGNA TION: DIS I-RICT 7000 SECTION 111 BLOCK 14 LOT 018 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider June 9, 2015 John Sbaglia, RA 1050 West Shore Road Mill Neck, NY 11765 pF SOCA Uj�� ® iQ �ouNV http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 RE: ZBA Application #6856 - Resciniti Dear Mr. Sbaglia: Transmitted for your records is a copy of the Board's June 4, 2015 Findings, Deliberations and Deterinination, 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. Sicerely, V — 0—e- � , �' V�/% Vicki Toth Encl. 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NO. O/y0 s - 36.8 SEE SEC. NO. 1B ' '1' c' 2.4A p ,s _ .• `s ,wLSal yv y1 -�/ 118-01-011 f MATCH UNE. t ' ,q o p0 ° �• y N 306 582 r COUNTY OF SUFFOLK © K 3 oa 13 SOUTHOLD SECTION NO NOTICE o(r,`y±� E rowN OF '[R °l.hT1 MAINTENANCE. ALTERATION, SALE OR eY'd Real Property Tax Service Agency Y 1 111 DANT DISTRIBUTION OFANYPORTION OF THE "ii �• 111 NLLAGE OF d •, v V, County Center MverheaC, N Y 11901 £R SUFFOLK COUNTY TAX MAP IS PROHIBITED M 134 ISE '. ••'AFe��' SCALE INFEET. TEYATER REALPVVIII OPETTEN YTAXS SERVICE ylu�N,=,_,�ty8 3W 0 NX)•� A DISTRICT NO 1000 • REAL PROPERTY TA%SERVICE AGENCY }`•l'xgET•` P 116 PROPERTY MAP CONVERSION OATS: Feb 25. W'- . »._ .... .. � .�_,: �-- .. .. - � ,• .• �• .rte..- - .�