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HomeMy WebLinkAbout1000-35.-8-3.2 REAR LICHT5 : 6ENERAL NOTES ELECTRICAL NEW b-0 HIGH PVG FENCE (TYP) ��,GENIE MO 153 5ERIE5 # 15311-V6 I. ALL WORK SHALL BE GON5TRLICTED IN ACCORDANCE WITH THE RESIDENTIAL GODE OF NEW YORK STATE,REL.6A5 CODE OF NEW YORK STATE,MECHANICAL GODE OF NEW YORK STATE,PWMI3IN6 CODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF I. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE BUILDING GORE OF NEW YORK STATE. _ _ _ _ _ _ _ _ _ 12 I_O2 NEW YORK STATE,ENERGY CONSERVATION GONSTRUGTION CODE OF NEW YORK STATE LATEST EDITION5. ALL WORK SHALL _ ¢ APPROVALS AFFIDAVITS,GERTIFIGATE5,ETC.AND PAY ALL FEES AS REQUIRED BY COMPLY WITH THE FOLLOWING DC516N CRITERIA: 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, TEST HOLE DAT THE LOCAL AUTHORITIES AND FIRE UNDERWRITERS OR AN ELECTRICAL INSPECTION AGENCY APPROVED 13Y THE LOCAL � TABLE R301.2(1) MUNICIPALITY. .r�P E. IDSA P E. 104.8 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PERFORMED BY MGDONALD GEOSGIENGEr1_2 P'E' �• 5ICE SHIELD 3. THE MINIMUM LOAD FOR UNGROUNDED SERVICE GONDUGTOR5 AND SERVICE DEVICES THAT SERVE 100 PERCENT OF THE DWFJ11N6 PO BOX 1000,50UTHOLD, NY I Igll 631765-3671 _SUBJECT TO DAMAGE FROM � 4 NEW ASPHALT Lq o WIND SEISMIC WINTER UNDER- UNIT LOAD SHALL BE GOMPUTED IN AGGORDANGE WITH TABLE 85022. d� o PAVIN6 PF.o04S GROUND SPEED DESIGN FROST LINE DESIGN LAYMENT FLOOD AIR FREEZING DATED 5-Iq-14 e 1I:15AM o _ SNOW LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS INDEX 4. WIRIN6 METHODS SHALL BE IN ACCORDANCE WITH TABLE 81012,ALLOWABLE APPLICATIONS FOR WIRING METH005 SHALL BE IN f- - - - - �o - - - - - - - - - o - , LINE OF STRAW BALE EROSION 201'SF 110 G SEVERE 3'-0" MOD/I I SL/MOD 13N/115 YC-5 5E EXAM. 5qq AGGORDANGE WITH TABLE 3701.4,6ENERAL INSTALLATION AND SUPPORT REQUIRDIENT5 FOR WIRINI6 METH005 SHALL BE IN 0.O' I - CONTROL ® PROPERTY LINE. ACCORDANCE WITH TABLE E3102.1. m I SEE DETAIL THIS SHEET MIXED 5AND,LOAM,DEBRIS MOTION LIGHT RAB BRAND, 2. THE 6ENERAL GONTRAGTOR SHALL BE HELD TO HAVE VISITED THE 517E AND PREMISES AND TO HAVE COMPARED 5 W WITH THE 5. THE CONTRACTOR 5HALL PROVIDE RECEPTACLES 50 THAT NO POINT ALONG THE FLOOR LINE IN AW WALL SPACE 15 MORE THAN 0 '�I WAD WALL PAK 10 WATT i ® NEW(2) 12'-0" DIA. X 3'-O" PRE DRAWING AND SPECIFICATIONS,AND TO HAVE 5AT15FIED THEMSELVE5 WITH THE EX15TIN6 CONDITIONS,BEFORE 5UBMITTIN6 b FET MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. I I CAST C-RATE. LS DOME W/ THEIR BID,AND SHALL A55UME RLL RESPONSIBILITY THEREFORE. ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL CONDITIONS BROWN SILTY SAND (5M) 1- - - - - _ _ � _ - - - - - _ AND INFORMATION GIVEN ON THE DRAWING SHALL BE IMMEDIATELY REPORTED TO THE ARGHITEGT AND NO WORK,50 AFFECTED b. ALL NEW FIXTURES SHALL BE A5 SELECTED BY THE OWNER,R1RN15HED AND INSTALLED BY THE ELECTRICAL CONTRACTOR I p I o OPEN GRATE. � � CONNECT LEADER TO 6"DIA. SHALL PROCEED WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITEGT. 3.0 1. ALL CEILING FIXTURES SHALL BE SWITCHED WITH DIMMER SWITCHES. WHERE MULTIPLE SWITCHES MAY BE REQUIRED GONTIBAGTOR P.E. 104b7 ----- ___ F. 104b7 I � SGT. 40 PVG (TYP) WATER --- -- . 3, THE CONTRACT DRAWING INDICATE THE EXTENT AND 6ENERAL ARRAW6 MENT OF THE SYSTEMS. IF ANY DEPARTURES FROM THE 15 TO INSTALL TYPE UNITS. FLOW � I �� � _ I I oF.E. 04.42 CONTRACT DRAWING ARE DEEMED NEGE55ARY BY THE CONTRACTOR,DUE TO CONFLICT WITH APPLICABLE CODES AND THE BEST BROWN FINE TD MEDIUM SAND (SP) PRACTICES OF THE TRADE,THE DETAILS OF 5UGH DEPARTURES AND THE REA50N THERITORE 5HAJLL BE 5UBMITTED A5 50ON A5 8. ALL BATH,TOILET,KITCHEN AND 6ARA6E OUTLETS SHALL BE 6ROUND-FAULT-INTERRUPTER PROTECTION APPROVED DEVIGE5. _ POSSIBLE TO THE ARCHITECT FOR APPROVAL. NO 5UGH DEPARTURE5 SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE �� 20.0' MIN. q. THE GONTRAGTOR 5HALL OBTAIN FIRE UNDERWRITERS OR OTHER ELEGTRIGAL INSPECTION A6ENGY APPROVED BY THE LOCAL 152' ® (TYP .0') I I I I 20MIN. ARGHITEGT. MUNICIPALITY UPON COMPLETION of HI5 WORK. WATER IN BROWN FINE M. ..10442 � i I i (TYP) 4. ALL WORK SPECIFIED HEREIN MUST EE INSTALLED IN FULL AGGORDANGE WITH THE REQUIREMENT5 OF ALL LOCAL AND I�.O' TO MEDIUM SAND (5P) LI6HT5 ON SIDE ELEVATION: 6OVERNNENTAL DEPARTMENTS HAVIN6 JURISDICTION OVER THESE MATTERS A5 WELL A5 WITH ANY REQUIREMENT5 OF THE PAK BRAND ,RPAD WALL I o NATIONAL BOARD OF FIRE UNDERWRITERS,NATIONAL ELECTRIC GORE,OR SIMILAR APPROVALS, FERMI 5, IN5PEGTION5,ETC., 1O PRODUCED FROM BATCH PLANTS APPROVED BY THE GOMMI551ONER BASED ON PREVIOUSLY ACCEPTED MIX PAK 10 WATT �, I I I I I REMOVE EXISTING BARN BEFORE GOMMEWIN6 ANY WORK AS TO AVOID ALL DELAYS DURIN6 CONSTRUCTION AND HE SHALL TURN OVER TIER OFFICIAL DESIGNS AND RESULTING IN MIXES OF 51TREN6IH SPECIFIED. WATER ENCOUNTERED 15.2'BELOW GRADE RECORDS OF THE 6RANTIN6 OF PERMITS TO THE OWNER. THE CONTRACTOR SHALL HAVE A FINAL SURVEY PREPARED UPON Z 42.34' I6 3' I 42.35' COMPLETION OF THE WORK THI5 5HALL BE DONE WITHOUT ADDITIONAL G05T TO THE OWNER. 11. CONCRETE TO BE 3000 P5.1.0 28 DAYS. 5.15 BAG GEMENT/GU.YD.GONE.I%6ALLON5 WATERA4 LBS.SACK OF GEMENT-UNLESS 5. ANY ITEMS OF WORK SPECIFIED HEREIN AND/OR 5HOWN ON THE DRAW TNG WHICH CONFLICT WITH AFOREMENTIONED RULE5, OTIERW15E SPECIFIED. I I ( I I o REGULATIONS,AND REQUIREMENT,SHALL BE REFERRED TO ITER ARGHITEGT FOR DEG1510N. W I I NEWSPHALT Q 12. THREE(3)TEST GYLINDER5 SHALL BE PROVIDED FOR EACH 50 CU.Y05.OR FRACTION THEREOF IN ANY ONE DAYS PLAGIN6. 0. I I I Ln P VINE 6. THE WORK SHALL NOT BE DEEMED TO HAVE REACHED A STATE OF COMPLETION UNTIL ALL FINAL CERTIFICATES HAVE BEEN DELIVERED 13. FOUNDATION WALLS SHALL EXTEND A MINIMUM OF 4 INCHES ABOVE TIER FINAL ESTABLISHED ADJOINING GRADE. / ALL 14. THE GONTRAGTOR 5HALL PROVIDE%"DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 2'-b'ON GENIER,12'MAXIMUM FROM THE WATER � � I NEW ONE TORY I I y ATE[ 1. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR AND BE REQUIRED TO MAKE GOOD AT HI5 OWN EXPENSE ANY AND FLOK- I NEW ASPHAL�" I $AR L 1 DAMA6E5 TO THE OWNER'S OR W16WM15 PROPERTY,A5 WELL A5 PUBLIC UTILITIES OR MUNIGIPAL PROPERTY,AND/OR TO ANY E05 OF EACH PLATE SECTION. IPAVIN6 / � F-OW WORK CONTRACT,WEIGH 15 CAUSED BY HI5 WORK OR WORKMEN DURING THE EXEGUTION OF HI5 CONTRACT. L 15. EXTERIOR FOUNDATION WALLS SHALL RECEIVE 2 GOAT5 OF AN APPROVED MA5TIG ASPHALT WATERPROOFING AND FELTS APPLIED _ I FINISH FL 10415' I I RECYCLES S. EACH CONTRACTOR SHALL,AT ALL TIMES KEEP THE PREM15B FREE FROM AW MAILATION OF WASTE MATERIAL OR RUBBISH WITH A TROWEL AND SHALL EXTEND FROM THE FIN15HFD GRADE TO THE BOTTOM OF FOOTIN65. A b-MIL-THICK POLYETHYLENE FILM o L _ - -CD NEW REFUSE ENGL05URE I I I I CAUSED BY HI5 WORK. ON COMPLETION OF HI5 WORK,ALL RUBBISH AND UNUSED MATERIAL SHALL BE REMOVED AND THE PREMISES SHALL BE APPLIED OVER THE BELOW-6RADE PORTION OF THE EXTERIOR FOUNDATION WALL5 PRIOR TO BAGKFILLIN6. JOINTS IN ^I 1 1 LEFT BROOM GLEAN. THE POLYEHHII'LEHE FILM SHALL BE LAPPED b INCHES AND SEALED WITH ADHESIVE. THE TOP E Xk OF THE POLYEWLM FILM �I 1 � � I I I I � GARBAGE CONTAINER SHALL BE BONDED TO THE 5HEATHIN6 TO FORM A SEAL. q. UPON COMPLETION OF ALL WORK THE CONTRACTOR 5HALL REMOVE FROM THE SITE ALL DEBRIS RE5ULTIN6 FROM THE BUILDING I I I I M.W.M� o Ib. THE 6RADE ADJOININ6 ALL FOUNDATION WALLS SHALL BE SLOPED AT A MINIMUM OF 51X(6")INCHES WITHIN THE FIRST TEN(10'-0") I I OPERATION AND SHALL LEAVE THE ENTIRE 5111:IN A NEAT,GLEAN AND ACCEPTABLE CONDITION. ALL WINDOWS,HARDWARE,' � _ � � I / I I I 1 (3) BOXWOOD 24" HIGH APPLIANGE5,PLUMEIN6 FIXTURES,CERAMIG AND GRANITE TILE,5HALL BE GLEANED. ANY ITEMS 5GRATCHED OR DAMAGED SHALL FOOT DISTANCE FROM THE WALL. �~ BE REPLACED. Ci. FLOOR SLABS RE5TIN6 ON FILL SHALL BE REINFORCED WITH bb-1010 W.W.M. UARANTEE ALL WORK INSTALLED UNDER THE CONTRACTS FROM A PERIOD OF ONE(1)YEAR FROM DATE NEW MOTION LIGHT ON POLE 10. THE CONTRACTORS SHALL 6 THE DATE OF THE FINAL CERTIFICATE,KE55 A LONGER PERIOD 15 GALLED FOR IN THE PF 1 I I /���� OF COMPLETION,A5 EVIDENCED BY .. -�,---� ��� -- , CD CARPENTRY SECTIONS OF THE SPECIFICATIONS. I I 1 (atm down away from neighbors) C) II. THE 6ENERAL GONTRAGTOR SHALL BE RESPONSIBLE TO FILE ALL REQUIRED INSPECTION REPORTS,CONCRETE CYLINDERS I. ALL 5TRUGTURAL LUMBER 5HALL BE WEST COAST DOUGLAS-FIR LARCH,NO.I OR BETTER 6RADE F5=1400 P51 IN SIZES A5 INDICATED .J. , REPORTS,STEEL AND RA50NRY AFFIDAVITS,MATERIAL TICKETS,ETG.A5 MAY BE REQUIRED FOR FINAL ACCEPTANCE BY THE LOCAL ON PLANS. 6RADE MARKED PRIOR TO DELIVERY TO SITE. . . ..• . ... V . .y 4. � NEW 6'-0" HIGH PVG hMIMD�E � W - NEW 12'-0" PVG GATE (TYP) MUNICIPALITY. FENCE (TYP) y LL P . 104:I . I - 2. WOOD BEAMS 5HALL BE BRID6ED WITH I'X 3'DIA60NAL WOOD OR METAL MEMBERS OR 50LID WOOD 13RID61N6 5PAGED 8'-0"O.G. MT0#J:�15 I W ANGY MAY EX15T BETWEEN THE DRAWING AND 5PEGIFIGATION5 THE MORE 5TRIN6ENT REQUIREMENT 5HALL MAXIMUM. I ¢ 'W y -.- NEW .. . .. . _ I W 1 12. WHERE A DISGRE „�• o. . 4 PREVAIL. �l � � PAI IN6 W�W W� � 5��R�A�4� W NEW HALT � 3. WOOD BEAMS SHALL NOT BE GUT,BORED OR NOTCHED IN EXGE55 OF THE LIMITATIONS SPECIFIED IN SECTION R502,8 OF TIE GODE. ® W W 4 W A�IN6 ' ZA 13. THE DRAWING AND SPEGIFIGATION5 ARE IN5TRIttNT5 OF SERVICE AND A5 SUCH REMAIN THE PROPERTY OF THE ARCHITECT y _ ARE INTENDED 15 EXECUTED OR NOT. ANY USE OF THESE DOGUNBNTS WITHOUT THE 4. BEAMS SHALL BE DOUBLED UNDER ALL PARTITIONS WHICH ARE RUNNING PARALLEL TO SUCH BEAMS. /�/' 1 •GRASS ARC-rQ. - y W W ++ 4 LIGHTS ON SIDE ELEVATION: WHETHER THE WORK FOR WHICH THEY �'+� - W - . . . . .,. WRITTEN CONSENT OF THE ARCHITECTS SHALL BE PROHIBITED. �W �3 W � `��4 W W J I W �W W �W W •�I �n I RAB BRAND ,READ WALL 5. JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY FULL-DEPTH 50LID BLOGKIN6 NOT LE55 THAN 2"NOMINAL THICKNESS -1 W . . o CD PAK 10 WATT lL I ori 14. THE LATEST EDITION OF THE A.I.A.DOCUMENT#A201 SHALL APPLY TO THI5 PROJEGT,WITH MODIFICATIONS A5 LI5TED UNDER THE AND DEPTH EQUAL TO THE DEPTH OF THE JOISTS. - y - - - - o - o - I5.1' '7 15.q SUPPLEMENTARY CONDITIONS,AND BEGONE PART OF THE A6REMEINT. b. PRE-ENGINEERED WOOD MEMBERS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUF;AGIURER5 SPECIFICATIONS. LOCATION OF `.... . , 15. THE 6ENERAL GONTRAGTOR 15 501ELY RESPONSIBLE FOR ITER MEANS AND ME1H1oD5 OF CONSTRUCTION ION.otos NGLLV N6 JOB AND SITE CUTS,NOTCHES AILD HOLES BORED IN THE TRU55E5,LAMINATED VENEER LUMBER,6LUE-LAMINATED MEMBERS DR 1-JOISTS ARE TE5T HOLE 1 o SAFETY AND TO COMPLY WITH ALL APPLICABLE BLE FOR STANDARDS. NOT PERMITTED ME55 THE E FEGT5 OF SUCH PENETRATIONS ARE SPECIFICALLY GON51DERED IN THE DE516N OF THE MEMBER. � -�- o REWIRED BY THE MUNICIPALITY HAVING 1. snit _ _ _ o Ib. THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PERMITS A5 MAY BE REQU o � JURISDICTION,ARRANGE FOR ALL REQUIRED IN5PEGTION5,OBTAIN ALL NEGE55ARY 516N-0FF5 AND FINAL LETTER OF GOMU71ON 8. ALL SILL PLATES SHALL BE MINIMUM 2'X 6'PRE59M TREATED WOOD. INSTALL GONTINUOU5 METAL TERMITE 5HIELD5 TURNED � CD � AND/OR CERTIFICATE OF OCCUPANCY AS MAY BE REQUIRED. DOWN AT 45 DIRE ANGLE ON THE EXTERIOR AND INTERIOR SIDES OF THE FOUNDATION WALL.. RY r E I I C O M F V T TIO B 121•/� 0 0 #:!s I I ` 5'HIGH BLUE 5PRUGE Il. THE GONTRAGTOR SHALL BE RESPONSIBLE TO NOTIFY THE ARGHITEGT A MINIMUM OF THREE(3)WORKING DAYS PRIOR TO q. SILL PLATE5 SH/'t_L BE SECURED TO FOUNDATION WITH)"DIAMETER ANCHOR BOLTS SPACED A MIAX114H OF 12 INCHES O.G. FROM PAVIN6 AREA = 12,-706.52 5Q. FT. U? COMPLETION OF ANY WORK REQUIRING A CONTROLLED INSPECTION. IT SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR TO EACH GOPHER AHD 30'oc.FOR INTERIOR BOLTS. BUILDING AREA ® = 2,7q-7.41 5Q. FT. (not included) o LO LO LO INSURE THAT THE WORK 15 GOMPLErE AND IN COMPLIANCE WITH THE APPLICABLE GODE RE6ULATION5. IN THE EVENT THAT THE L COMPLETE OR DOES NOT COMPLY WITH THE APPLICABLE REGULATIONS THE CONTRACTOR SHALL BE RE5PON51BLE 1O. FASTENERS,HAWa5 AND NAILING FOR TREATED LUMBER SHALL BE FA13RIGATED OF MATERIALS APPROVED FOR USE WITH THE GRASS AREA = 3p76.74 5Q. FT. (not included) o WORK 15 NOT GO SPECIFIC HYPE CE TREATED LUMBER INSTALLED IN ACCORDANCE WITH THE MANUFAGIURER5 5PEGIFIGATION5 AND IN ACCORDANCE ROOF AREA = 8 T � � LANE TO REIMBURSE THE ARGHITEGT FOR H15/H E R TIME AND EXPENSE TO RE-IN5PEGT THE PREF 115E5. WIT}{1}E LUMBER MANUFACTURERS SPECIFICATIONS. = 15,734.Sq 50. FT. 18. THE 6ENERAL.CONTRACTOR SHALL BE R-5PON51BL.E TO RETAIN A LICENSED LAND SURVEYOR TO GHEGK AND VERIFY ALL LINES AND SETBACKS To INSURE THAT ALL DIMENSIONS AND D15TANGE5 ARE CORRECT PRIOR TO THE START OF FRAMING. REPORT ANY II. WHERE METAL COIIHECTOR5 AND 5TRAPPINE715 INDICATED ON THE PLANS M DE516N 15 BASED UPON PRODUGT5 MANUFACTURED SETBACKS TODISCREPANCIES TO TIE ARCHITECT. BY 51MP5ON 5TRPN6-TIE SPECIFICALLY TO MET THE STRUCTURAL CALCULATIONS. 5UB5TINTHON5 WILL NOT BE PERMITTED 15,134.5q X .11" RAINFALL = 2,6-(4.88 GU. FT, RAINFALL J� UNLESS GOMPLEIE DETAILS AND MANUFACTURER'S LOAD COMPUTATIONS ARE SUBMITTED AND APPROVED BY THE ARCHITECT. FLOT PLA Iq. THE SERVICES OF THE ARGHITEGT5 DO NOT EXTEND TO OR INCLUDE THE REVIEW OR 51TE 055ERVATION OF THE CONTRACTORS GAPAGITY OF 12'-0 X 5-0" DIA. DRYWELL = 302.1 GU. FT. X 2 = 605.4 GU. FT. 5GALE: 1/I6" = 1'-0" WORK OR PERFORMANCE AND A5 SUGH THE 6ENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE MEANS AND METH005 12. ALL TAIL BEAM55HALL REST ON APPROVED TYPE BRIDLE IRONS. GAPAGITY OF 12-0 DIA. DOME = NO GU. FT. OF CONSTRUCTION,FOR JOB SAFETY ON THE JOBSITI:,AND PROTEGTION OF THE 6ENERAL FUBLIG AND ADJOININ6 PROPERTIES AND TOTAL = ?15.4 GU. FT. ALL INFORMATION BASED UPON SURVEY PREPARED BY THOMAS MATARAZZO,LICENSED LAND SURVEYOR UTILITIES AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN SOLELY TH05E OF THE 6ENERAL CONTRACTOR 13. omit DATED 1-4-2013,UPDATED 12-20-2013. THE CONTRACTOR 5HALL BE RESPONSIBLE TO RETAIN A LIGEN5ED IT 15 FARTHER AGREED THAT TIER 6ENERAL GONTRAGTOR WILL DEFEND,INDEMNIFY AND HOLD HARMLESS THE ARCHITECT AND 14. WOOD STUD WALLS SHALL BE GAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT THE CORNERS AND LAND SURVEYOR TO CHECK AND VERIFY ALL LINES,BOUNDARIE5,5ETBAGK5,ELEVATION5 AND OWNER FROM ANY CLAIM OR SUIT HMT50EVER,INGL.UDIN6 THE ABOVE AND NOT LIMITED TO ALL PAYMENTS,EXPENSES OR COSTS INTERSECTIONS WITH BEARING PARTIITONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES. 511105 SHALL HAVE 2,614.88 /TT5.4 = 3.5 N 4 DIMEN51ON5 PRIOR TO EXGAVATION. REPORT ANY 015GREPANGIE5 TO THE ARGHITEGT PRIOR TO INVOLVED,ARISING FROM OR ALLEGED TO HAVE AR15EN FROM THE CONTRACTOR'S PERFORMANCE OR FAILURE OF THE FULL BEARING ON A BOTTOM(SOLE)PLATE NOMINAL 2 INCH THICK WITH WIDTH EQUAL TO THE WIDTH OF THE 5TUD5. PROGEEDIN6 WITH THE WORK. GONTRAGTOR5 WORK TO CONFORM TO THE OB16N INTENT AND THE CONTRACT DOGftW5. 15. WHEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-13EARIN6 WALL,NEGE551TATIN6 U5E (8) 12'-0 X 5-0" PREGA5T DRYWELL5 W/ (4) 12'-0 DIA. DOME5 CUTTING,DRILLING OR NOTGHIN6 OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH,A 6ALVANIZED METAL TIE OF NOT FOR 51TE PHOTOMETRIC PLAN 5EE DHC - A3 THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION LE55 THAN OD%INCH THICK(I"(1b6A)AND I%INCHES WIDE SHALL BE FASTENED TO EACH PLATT=ACROSS AND TO EACH 51DE - IM254(I),ACKNOWLEDGES THAT THE CONDITIONS OF nM SITE PLM DEM 0 L I T 10 N OF THE OPENING WITH NOT I_E56 THAN E16HT Ibd NAILS ON FAGH 51DE OR EQUIVALENT. ONLY MEMBERS OF GRE5GENT BEAGH ARE PERMITTED TO STORE MATERIALS AZa RO,J}��AL SET FORTH IIV!'IIE RESOLUTtON OF AMOVAL DAM ' ,�,,, ACCEPTBU I. THE CONTRACTOR SHALL TAKE ALL U5UAL AND PROPER PRECAUTIONS TO PREVENT AGGIDHNT5 OR INJURYWALLS SHALL BE BRACED IN ACCORDANCE WITH SECTION 8602.10 OF THE CODE. CAST DOME TO ALL PERSONS,AND m ON SITE AND INSTALL STORAGE. (ANY BOATS STORED ON 51TE ARE NOT RO�ARE (SEE CONDITIOTVS ON RIESOLUTIOtI). ANY DAN6ER TO PROPERTY ABOUT OR ADJACENT TO PREMISES WHERE WORK 15 BEING PERFORMED,AND ERECT AND KEEP IN Ib. PLACE AT ALL nff:5 ALL USUAL,PROPER NEGES5ARY,AND REQUIRED DAIS 516N5,5AFE6UARD5,FENGIN6 AND BARRIGADE5. PERMITTED TO BE MORE THAN 25 FEET LONG). PRINT NAME Ci. ANY STUD IN AN EXTERIOR WALL OR BEARIN6 PARTITION MAY BE GUT OR NOTCHED TO A DETH NOT EXGEEDIN6 25 PERCENT OF El❑❑❑❑❑❑ 2. THE GONTRAGTOR SHALL INDEMNIFY AND'HOLD HARMLESS'BOTH THE OWNER AND ARGHITEGT A6AIN5T ALL CLAIM5,511115, ITS WIDTH. 5TUD5 IN NONBEARIN6 PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF THE STUD WIDTH. ®®®®®® GA5T DRYWELL t _I DAMA6E5,AND JLV6EFENT5,INGLUDIN6 GOUNSEL.FEE5 AND D15BUR5EMENT5 INCURRED IN DEFENSE OF ANY ACTION,TO WHICH E3 E3 ED❑❑[03❑❑ / THE OWNER OR ARCHITECT MAY BE SUB EGTED OR WHICH 11EY MAY SUFFER BY REA50N OF ANY INJURY TO PER50N OR 18. EXTERIOR 51EATHIN6 SHALL BE MINIMUM 5/8'EXTERIOR 6RADE PLYWOOD 5HEATHIN6. m ❑❑❑❑❑❑❑❑ A 'I11Z,� DATE LU o O ❑❑❑❑❑❑❑❑ O SUBCONTRAGTOR5,A6ENT5,OR EMPLOYEES,IN PERFORMANCE OF THE WORK,OR AR151%OUT OF WORK PERFORMED HEREUNDER m® ®lam l�l�l�®®® 12" GRAVEL I INGWDIN6 THE IDENTIFICATION AND REMOVAL OF ANY,AND ALL ASBESTOS OR ASBESTOS GOW051TION MATERIALS,IN THE EVENT Iq. BUILDIN6 FELT SHALL BE ASPHALT-5ATURAIID FELT�FROM HOLES AND BREAKS,WEI6HIN6 INOT LE55 THAN 14 POUNDS PER ❑❑❑❑❑❑❑❑ Z O N I I - lNr-CR��ATICN THAT ASBESTOS,OR ASBESTOS MATERIALS,ARE ENCOUNTERED,THE GONTRAGTOR 5HALL ARRANGE TO HAVE THE PREMISES 100 SQUARE FEET AND COMPLYING WITH A51M D 226. FT LT5 5HALL BE APPLIED HORIZONTALLY;,WITH THE UPPER LAYER LAPPED (� TO(W�N_(OF�9CI�U'TNOLD P�.A�i�1II�1D BOARD IN5PEGTED BY A LICENSED INSPECTOR,TO PROPERLY IDENTIFY THE MATERIALS AND TO FILE A REMOVAL PLAN FOR APPROVAL BY OVER THE LOWER LAYER NOT LE55 THAN 2 INCHES. DERE JOINTS OCCUR,FELT SHALL BE LAPPED NOT LESS THAN b INCHES. 0� ❑❑❑❑❑❑❑❑ THE MUNICIPALITY. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL LOCAL LAWS AND ENVIRONMENTAL A6ENGY CRITERIA. Q ®®EgEl E2 1x85 MAPLE LANE, 6REENPORT, NY 11x44 20. "IGE SHIELD'UNDEiRLAYMENT 5HALL BE INSTALLED WITHIN 2'-0'OF THE EXTERIOR WALL 5URFAGIE5 FOR ALL ASPHALT,WOOD,SLATE 3 ❑❑❑❑❑❑❑❑ THE EXTENT OF TIER DE 10LITHON WORK AND METAL 51N6LE/SHAKE MAIiRIALS AND BELOW ALL MINERAL SURFACED ROLLED ROOFIN6 AREA5. ryC ❑❑❑❑❑❑❑❑ HAIlt1�'EI •`RSON IGNATURE 3. THE CONTRACTOR SHALL GARffULLY STUDY ALL DRAWIN65 TO FULLY DETERMINEu, 5EG: 35 BLK: 8 LOT: 32 ZONE: REQUIRED IN THE EXISTING BUILDING AND TIER EFFECT OF SUCH WORK ON TIER EX I5TIN6 CONSTRUCTION ELEMENTS AND SERVICES. - o O ❑❑❑ ❑❑❑❑ O o 21. ALL PARTITIONS SHALL BE GON5TRUGTED OF 2"X V WOOD STUDS SPACED Ib'O.G.WITH ONE LAYER OF 5/8" 6YP5UM WALLBOARD ®L9®®®®ED E21 4. THE GONTRAGTOR 5HALL PROVIDE ALL PROTECTION AND 5AFE6UARD BY 6000 CONSTRUCTION PRACTICE FROM THE START OF ONE EACH 510E MLE55 NOTED OTHUN15E ON TIE DRAWING. 0❑❑0 0 0❑E3 LOT 51 ZE - 15q.86' X 121.02' (IRRE6) = 18,5? e daw mWoval�R�1.01 5Q. FT. Nom'Tlbe s ekvelo t �` be v�IW °d of elm(I8) WORK UNTIL ITS COMPLETION AND ACCEPTANCE BY THE OWNER AND ARGHITEGT, 0000 001P� �section 100.253. 5. THE CONTRACTOR SHALL A55UME FULL RE5PON51BILITY FOR MATERIALS,5TFXGTURAL ELEMENTS,METHODS,TIMING,5EQUENGE EXTERIOR WINDOWS AND 6 L A 5 5 DOORS `�' 12'-0" DIA. SAFETY OF LIFE AND PROPERTY. ITEM REQUIRED PROPOSED b. THE CONTRACTOR SHALL PROVIDE ALL SHORiN6 AND BRAGIN6 A5 NECE55ARY AND AS REQUIRED BY THE LOCAL AUTHORITIES I. ALL EXTERIOR WINDOW5 AND 6LA55 DOORS SHALL BE OBIC4ED TO PF-515T TIE DESIGN WIND LOADS SPECIFIED IN TABLE 83012(2) ® - 7-11-14 REV15E PER DOB GOMMENTS RISG OR BRACING SHALL BE REMOVED UNTIL ALL NEW STRUGIURAL ELEMENTS ARE PEXPOSURE PER SET ADJJSTED FOR HEIGHT AND EXPOSPER TABLE 183012(3). EMITS SHALL IE TESTED BY AN APPROVED INDEPENDENT BUILDING AREA 2,1(V.41HAVING JURISDICTION. No SHORIN - - 5 PER DOB COMMENTS AND SECURED AND THE AG7UAL TRANSFER of LOAD A5 GRADUALLY OCCURRED. LABORATORY,AND BEAR A LABEL IDEMIFYINMANUFACTURER,6 MANUFACTU ,PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION I FLOOR AREA - 2,-IcH.41 1-21-14 REV15E PER DOB COMMENTS IN PLACEA6ENGY TO INDICATE GOMPLIANGE WITH THE REGUIREMENT5 OF AAMA/NWWDA 101/152. �I/ _ 1. THE CONTRACTOR SHALL PROVIDE ALL SGAFI=OLDIN6,BARRICADES,BTG.A5 REQUIRED BY THE JOB CONDITIONS AND THE LOCAL FRONT YARD 36.41' I 12-5-13 RENUMBER BAY UNITS AND GALL 2. WINDOW AND 6LA55 DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PURL-I5 ED MANUFAGTURER'S N.T.5. 51DE YARD - 42.34' OUT L16HT FIXTURES ON PLOT PLAN RECOMMENDATIONS TO ACHIEVE THE P 516N PRE55ME SPECIFIED. REAR -YARD 38.14' AUTHORITIES. S. THE GONTRAGTOR SHALL REMOVE AND RELOCATE ALL EQUIPMENT AND RRN15HIN65 A5 REQUIRED BY JOB GOWITHON5 AND AS HEIGHT - 18'-1" 6-Iq-13 155UED TO DOB DIRECTED BY THE ARCHITECT AND RECONNECT TO INSURE PROPER OPERATION. 3. OMIT GOMEGTION5 TO BE REMOVED SHALL BE SAFELY GAPPED BELOW Trevision: date: description: q. ALL PLUMBING,6A5 AND ELEGTRIGAL HE FLOOR LEVE. 4. IN H16H WIND BORNE DEBRIS AREAS WITHIN ONE MEAN MILE OF THE COASTAL H16H WATER LINE,AS DETERMINED BY THE LOCAL MUNICIPALITY,THE CONTRACTOR 5HALL F M15H WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 OF 1/Ib'AND MAXIMD4 DENOTE5 5TRAW BALE LOCATION }�I I y� 5PAN OF 8'-0'FOR EACH WINDOW. PROVIDE 5TAINLE55 STEEL CLIPS FOR WINDOWS FA57ENED IN ACCORDANCE WITH TABLE ON AT PROPERTY LINE I VEH STORAH BU I LD I I V6 CONCRETE 83012.12 OF TIE GORE. FAGH PANEL SHALL BE CLEARLY IDENTIFIED AND STORED ON SITE. ANGLE FIRST STAKE TOWARD BU I LD I N6 M=®Rt*�AI I®N FOR6G. 501E BEARING VALUE ASSUMED AT 2 TONS PER SQ. I. FOUNDATION PE516N 15 BASED I" 501L GLA55 5W,5P,5M,5G,6M AND GONTINUOU5 FABRIC PREVIOU5LY LAID BALEANGHORIN6 DETAIL C REENPORT GRE5GENT BEAGH A550GI ATI ON FT.SUB.EGT TO BUILDING INSPECTORS APPROVAL. IN THE EVENT THAT THE EXCAVATION REVEALS 501L OF LE55ER COMPOSITION BARRIER ON SOUTH 510E THE ONTRAGTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY PRIOR TO PROGEDIN6 WITH THE WORK. (NOT TO 5GALE) 5TRAH BALE NOTES: BUILDIN6 OGGUPANCY = U Ig85 MAPLE LANE, 6REENPORT, NY I Ig44 G 2. THE 501L DIRECTLY UNDERLYING FOOTING,FOUNDATION PIERS,AND FOUNDATION WALLS SHALL 13E INSPECTED BY THE ARCHITECT ` e : I. $ALES SHALL BE PLACED AT THE TOP OF A 5LOPE OR ON THE CONTOUR GON5TRUGTION GLA55 = 5A AND PRIOR TO GONSTRUGTION OF FOOTING. THE DEPT.OF BUILDING SHALL BE NOTIFIED 3 `' .q ' AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. OR ENGINEER AFTER R To GONION FLOW a 2. EACH BALE SHALL$E EMBEDDED IN THE 501L A MINIMUM OF (4) INGHE5 TABLE 503 GQ G Gil u C G'� WORKING DAYS PRIOR TO GONSTRUGTION OF FOOTING. A REPORT OF SUCH IN5PEGIHON DE5GRIBIN6 CONDITIONS FOUND 5HALL BE FILED WITH THE DET.OF BUILDING BY THE ARGHITEGT OR EN51NER MAKING SUCH INSPECTION. FLOW r• ° AND PLACED 50 THE BINDIN65 ARE HORIZONTAL. MAX FLOOR AREA = 5,500 3. BALES 5HALL BE 5EGURELY ANCHORED IN PLACE BY EITHER TWO 5TAKE5 1602 Lakeland QYe., Bohemia, ny 11716 3. ALL FOOTING SHALL BE MINIMUM 12'DEEP WITH A MINIMUM b'PRO5 JEGTION ON BOTH 510 OF ITE FOUNDATION WALL. �• . `a MAX STORY = I ;.� , .� :� OR RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE MAX HEIGHT = 40' 631-588-4444 andrew5deleonl® ahoo.Gom 514ALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BAIL AT AN AN6LE TO 4. DIFFERENCES IN FOOTING LEVELS ARE TO BE STEPPED UP OR DOWN AT A 30 DE6REE ANGLE. THE TOP OF THE F•OOTIN6 SHALL BE drawn by: sheets in t: INSTALLED LEVEL. THE BOTTOM OF FOOTING MAY BE SLOPED PROVIDED THE SLOPE DOES NOT EXCEED A I FOOT VERTICAL TO 4 VERTICAL FORGE THE BALES TOGETHER.STAKES SHALL$E]?RIVEN FLUSH WITH THE BALE \c�•(~GR E D qR ad 5 �� // / IO FOOT HORIZONTAL SLOPE. FAGS 4. IN5PEGTION SHALL 13E FREQUENT AND REPAIR REPLACEMENT 5HALL BE MADE PROMPTLY A5 NEEDED. NEWBUILDIN6�� Q�'���ON K• h%9c'Si� checked 5. BOTTOM OF ALL EXTERIOR FOOTING SHALL BE MINIMUM of 3'-0'BELOW ADJOINING 618ADE. BEDDING DETAIL / 5.BALES 5HALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNE55 50 TT-0 X 36 4 = 2,7q-7.41 5Q. FT. _,,_ .4.w__:.._ _ , -- _ _ y e� r' ; ��c cry bkh �f BOUND BALES PLACED A5 NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. "I II' �T'�" b. 6ROUND FLOOR 51-AB5 SHALL BE 4"THICK CONCRETE REINFORCED WITH bb-1010 WNQ1 UNLESS OIHERW15E N011=D,WI1N (NOT TO 5GALE) / '/ j• ! %///i/, ��. /� ON CONTOUR 6.PROPOSED CONTOUR LINES ARE APPROXIMATE, ALL GRADING WILL BE COMPLETED (' ' /i 1. POLYETHY11NE VAPOR BARRIER. PROVIDE ERAN51ON IOINT5 AT ALL WALL COLUMN BREAKS. ) date: WITH MATERIALS STOCKPILED ON-SITE. �'�°il� � � �� - JUL 2 12014 '3 ;, 5ALET IL TOPSOIL MAY $E 1 IF NECE55ARY TO 5UPPLEMENT EXI5TIN6 5n OP50 , I/VI i1. WOVEN WIRE MESH{SHALL BE GOLD DRAW AND HAVE A MIN.ULTIMATE 1HN51LE STRENGTH OF 1Op00 P5.1. WITH ENTRAINED AIR ADDITIVES. 2 RE-BARS,STEEL PICKETS OR 2" X TRANSPORTED TO SITE. MAXIMUM DEPTH OF NEW TOPSOIL = 4 INCHES...:_. ��. I � 3 8. CONCRETE EXPOSED TO ACTION OF FREEZING WEAT4ER SHALL BE DE516NED ER0510N CONTROL DETAIL 2" 5TAKE5. I" TO 2Y2" IN GROUND. 8. ER05ION CONTROL MEA5URED WILL BE MAINTAINED UNTIL A FULL 5TAND OF GRASS DRIVE STAKES FLUSH WITH BALES. HA5 BEEN E5TABL15HED. q. FOUNDATION WALLS SHALL BE BRAGED TOP AND BOTTOM PRIOR TO BAGKFILLIN6. 5GALE: 1/2" = I'-0" TABLE 3.1 NAILIN6 5GHEDULE TABLE 3.6A RIDGE TENSION STRAP GONNEGTION REaUIREMENT5 TABLE 3.11 WALL 5HEATHIN6 ATTACHMENT REQUIREMENT5 FOR WIND LOADS PROVIDE MIN. I" SPACE JOINT DE5GRIPTION NUMBER OF NAIL5 NAIL 5PAGIN6 DEAD LOAD A55UMPTION5: ROOF A55EMBLY DL = 10 P5F FA5TE5T MILE WIND 5PEED MPH TO FIRST NAIL RIDGE ROOF FRAMING THREE SECOND 64,15T WIND 5PEED (MPH) 110 MPH qO 100 110 120 NUMBER OF SD COMMON NAIL5 OR IOD 5TRUGTURE 5HEATHIN5 �=0" RAFTER TO TOP PLATE(TOE-NAILED) (5EE TABLE 3.4A) PER RAFTER ROOF PITCH ROOF 5PAN (FT) BOX NAILS IN EACH END OF 1-1/4" 5TRAP OR PANEL 510INa RIDGE TENSION 5TRAP(20 6A.X 1 1/4") '51MP5ON' G52o - IN LIEU OF GEILIN6 J015T TO TOP PLATE(TOE-NAILED) (5EE TABLE 3.4A) PER J015T E F I E I F I E I F I E I F i TEN51ON 5TRAP GAN U5E 2' X 4" COLLAR TIE AT EVERY RAFTER GEILIN6 J015T TO PARALLEL RAFTER(FACE-NAILED) (5EE TABLE 3AA) EAGH LAP 12 2 (COLLAR TIE MUST BE IN TOP I/3 DISTANCE OF ROOF HEIGHT FROM GEILIN6 J015T LAPS OVER PARTITION5(FAGS-NAILED) (5EE TABLE 3AA) EAGH LAP 5HEATHING LOCATION 5TUD 5PAGIN6 MAX. NAIL 5PAGIN6 FOR bD DOLLAR TIE TO RAFTER GAGE-NAILED) (5EE TABLE 3bA) PER TIE 16 2 (IN. O.G) COMMON NAIL5(IN. O.G BLOCKING TO RAFTER(TOE-NAILED) 2-SD EAGH END 20 3 STRAP LENGTH RAFTER TDP OF RAFTER TO PLATE RIM BOARD TO RAFTER(END-NAILED) 2-IGD EACH END 3;12 24- 3 4' EDGE ZONE 6 12 6 12 6 12 6 12 GUT IN FIELD 23 4 24 6 12 b 12 b 12 6 12 UPLIFT GONNEGTION5 LOA WALL FRAMING 32 4 12 b 12 b 12 b 12 6 12 36 5 INTERIOR ZONE 16 6 12 6 12 6 12 b 12 DE516NED IN AGGORDANGE TOP PLATE TO TOP PLATE(FADE-NAILED) 2-IbD PER FOOT 246 12 6 12 6 12 (91 12 TOP PLATES AT INTER5EGTION5(FACE-NAILED) 4-IbD JOISTS EACH 51DE 12 2 130AR17 !:)MAI fil Nb UK WITH TABLE 3bA YJGFM 2001 STUD TO STUD(PAGE-NAILED) 2-160 24"O.G. 16 2 LAP SIDING HEADER TO HEADER(PAGE-NAILED) IGD Ib"O.G.ALONG FD6E5 20 2 SHEATHING SIZE STUN 4C�IN6 MIN. NUf Q 17�QOMPON TOP OR BOTTOM PLATE To STUD(END-NAILED) 2-IbD PER 2X4 STUD 4:12 24 3 O G -24 �1 rrH3 r yul'r OMP R I PGF TO RAFTER. AFTS RAFTER TO TOP PLATE 3-IGD PER 2X6 5TUD 23 3IXIO OR LARCTZ 5HEATHIN6 3 3 3 3 TO STUD BELOW 4-160 PER 2Xb 5TUD 32 4 5GALE: N.T.S. E-NAIL 5PACIN05 AT PAWL W6M S51MP50N 5TRAP-6520 36 4 F-NAIL 5PAGIN6 AT IINTEI;Z H 1ATE UPPORTS IN THE PANEL PIELP5(IN) BOTTOM PLATE To FLOOR J015T,BAND J015T, IMPS EWJ015T OR BLOGKI%(PAGE-NAILED) 2-2-16D] PER FOOT 12 1 (SEEE DETAIL.,L) T ) FLOOR FRAMING 16 2 5:12 20 2 J015T To 51H,TOP PLATE OR 61RDER(TOE-NAILED) 4-80 PER J015T 24 2 ALL ITEMS ARE A5 PER 'SIMPSON STRONG-TIE' BRID61N6 TO J015T(TOE-NAILED) 2-bD EACH ENDCOMPANY. ALL SPECIFIED FASTENER5 MUST BE RAFTER BLOCKING TO J015T(TOE-NAILED) 2-8D EACH END 3 r 22 3 3 INSTALLED AS PER MANUFAGTURE:R'S REQUIREMENTS 2 =- BLoGKIN6 To 51LL OR Top PLATE(ToE-NAILED) 3-160 EAGH BLOCK 36 3 AND GUIDELINES. THI5 5GHEDULE TO BE COORDINATEDAW " LE06ER 5TRIP TO BEAM(FAGED-NAILED 3-I6D EAGH J015T WITH THE LOAD PATH DIAGRAM ON THIS DRING. J015T ON LE06ER TO BEAM(TOE-NAILED) 3-SD PER J015T12 1 BAND J015T To J015T(END-NAILED) 3-160 PER J015T 16 2 ALL NEW HALL GONSTRIJGTION SHALL BE CAPABLE OF DOUBLE - BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-IbDr PER FOOT 20 2 ACCOMMODATING ALL LOADS IMP05ED ACGORDING TO TOP PLATE ROOF SHEATHING 6:12 24 2 SECTION 8301 OF THE RESIDENTIAL GODS OF NEW YORK - 23 2 AND OF TRANSMITTING THE RE-51,11-TING LOADS TO THE STRUCTURAL PANELS SD (SEE TABLE 5b) 32 3 SUPPORTIVE STRUCTURAL ELEMENTS. DIAGONAL BOARD SHEATHiN6 36 3 PROVIDE AT Ib" O.G. AROUND OR 111X 8" 2-8D PER SUPPORT GENERAL GONTRAGTOR SHALL FOLLOW ALL THE BUILDING,GUT TO LEN6TH IN FIELD IHE I'XIO"OR WIDER 3-BD PER 5UPPORT 12 I REQUIREMENTS IN AGGORDANGE WITH THE FASTENER 5TUD 5GHEDULE FOR STRUCTURAL MEMBERS (TABLE R6023(l)GEILIN6 5HEATHIN6 60 2 OF THE RESIDENTIAL GODS OF NEW YORK STATE AND 1/2" 0 HOOKED ANCHOR BOLT- TYPICAL PLYWOOD 5HEARW4LL 7:12-12:12 THESE DRAWINGS. DE516NED IN AGGORDANGE 6YP51M WALLBOARD 50 GOolERS 7"EDGE/10"FIELD 24 2 MIN.'i" EMBEDMENT IN CONCRETE WITH TABLE 3AA WGFM 2001 28 2 OR CONCRETE BLOCK - PROVIDE WALL 5HEATHIN6 32 3 3"X3"Xq/64" 50.BEARIN6 PLATE STUD TO RIM STRUCTURAL PANP15 aD (SEE TABLE 3.q) 36 3 STRUCTURAL TABLE INFORMATION: RAFTER TO STUB ��IM oNi.B>A 1%2 CASOL+ToR -1015T TO SILL FIBERBOARD PANELS FOR PROPOSED WORK 5GALE: N.T.5. BOLTS TO BE 5PAGED A5 PER 1/I6" bp 3"ED6E/6"FIELD REQUIREMENT NOTED 25/32" SD 3"ED6E/b"FIELD ALL INFORMATION TAKEN FROM THE RE5IDENTIAL CODE OF 51MP50N 5TRAP-6520 IMP5ON'C520 6YP5UM 6dALL8OAPD 50 GOOLER5 7'ED6E/10"FIELD NEW YORK,LATEST EDITION (5EE DETAIL) HARDBOARD BD (5EE TABLE 3A) TABLE 3.clA RAFTER/GEILING JOIST HEEL JOINT GONECTION REQUIREMENTS PARTIGLEWARD PANELS 8D (5EE TABLE 3A) DEAD LOAD A55UMPTION5: ROOF A55EMB1LY DL = 10 P5F FLOOR JOISTS: (SEE DETAIL) DIAGONAL BOARD SHEATHING SILL PLATE ANCHORAGE I"Xb" "Xa" 2 OR I -8D PER SUPPORT / I"X IO"OR WIDER 32-&-bD PER SUPPORT ROOF LIVE LOAD GROUND 'SNOW LOAD TABLE 8502.3.1(2) 20 PSF 30 PSF 50 PSF 1 70 PSF MINIMUM 5 L TO FOUNDATION RESIDENTIAL LIVING AREAS, FLOOR 5HEATHIN6 ROOF 5PAN (FT) LIVE LOAD 40 P.5.F.,DEAD LOAD 20 P.5.F. PROVIDE AT EA.5TUD Ib" O.G. EMBEDMENT 5TRUGTURAL PANELS 12 1 24 1 36 1 12 24136 12 24 36 12124 36 I"OR LE-55 8D6"EDGE/12 FIELD SPECIES 6 GRADE: DOUGLAS FIR LARCH #2 OR BETTER AROUND BUILDING :: GREATER THAN I" IOD 6"EDGE/b"FIELD �'FT� RAFTER REQUIRED NUMBER OF IGD COMMON OR 400 GUT TO LENGT 6 B 5LOPE 5PAGINOX NAIL5 PER HEEL JOINT' CONNECTION GEILIN6 JOISTS: DIAGONAL BOARD SHEATHING I"Xb"OR 11X8" 2-SD PER SUPPORT 12 4 7 10 4 8 12 16 11 17 b 15 22 51H PLATE A5 I"XIO"OR WIDER 3-aD PER 5UPPORT 16 5 q 13 5 10 15 b 15 22 10 20 2,51 TABLE R802.4(2) NOTED 3:12 Iq.2 6 II I6 6 12 Ib q Ib 27 12 24 35 UNINHABITABLE ATTIG5 WITH LIMITED 5TORA6E, ry ' 24 7 13 la 8 15 23 III 22 33 IS 1 2q 44 LIVE LOAD 20 P.5.F.,o5V?LOAD 10 P.5.F. CONTINUOUS LOAD PATH 12 3 5 8 3 6 q 5 q 13 6 II 17 5PEGIE5 $ GRADE: DOY1-A5 FIR L.ARGH #2 OR BETTER < ABLE 3.28 BOTTOM PLATE TO FOUNDATION GONNEGTIONS (ANCHOR BOLT5) 16 4 7 10 4 & 12 6 II 17 b 15 22 N.T.S. RESISTING LATERAL AND SHEAR LOADS FROM WIND-EXPOSURE B 4:12 Iq7.2 4 b 12 5 q 14 ' 14 20 q Ib 27 RAFTERS: STRAP LAPPED AROUND SILL ' ON INSIDE 4 NAILED AT EDGE DRAWING IS DIA6RAMMATIG ONLY AND 15 NOT THREE 5EGOND 6U5T 24 5 10 15 6 12 17 q 17 25 11 22 33 I I HIND 5PEED (MPH) 110 MPH ,J I DESIGNED IN ACCORDANCE REFLECTIVE OF ACTUAL MEMBER SIZES OR TYPES. 12 3 TABLE R802.5.1(4) FOR THI5 PARTICULAR PROJEGT 5EE FLOOR BOTTOM PLATE TO FOUNDATION 4 6 3 5 7 4 7 10 5 q 14 ��` - •Q. �'J WITH TABLE 3.4B WGFM 2001 FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT 5PAGIN6 (IN) I6 3 6 b 3 6 q 5 q 14 6 12 1& GEILIN6 NOT ATTACHED TO RAFTER5, PLAN5 AND 5EGTION5. ANCHOR BOLT CONNECTION RE 5:12 Ir-1.2 4 7 IO 4 3 I I 6 I I 16 -7 14 21 GROUND 5NOW LOAD 50 P.S.F. OR L.E55, %e' ANCHOR BOLTS® 45"O.G. W/3" X 3" XY4° 24 4 b 12 5 q 14 7 14 20 Cl I b 27 DEAD LOAD 10 P.S.F. . Y2 ANGHOR BOLTS BP3/8 BASE PLATE " 12 3 LATERAL AND SHEAR LOADS 1-3 STORIES 3 5 3 4 5 3 5 3 4 7 10 SPECIES GRADE: DOUGLAS FIR LARCH 42 OR BETTER s/ " ANGHOR BOLTS 7:12 IQ 2 3 4 6 3 5 7 4 7 10 5 1 13 5 7 3 6 3 4 8 12 5 10 15 5TZ TO 5I L 45 24 3 6 q 4 7 10 5 10 15 7 13 ICI 5GALE: N.T.5. 12 3 3 4 3 3 4 3 4 6 3 5 8 51MP50N 5TRAP-G520 16 3 3 5 3 4 5 3 5 3 4 7 10 q:12 1,51.2 3 4 6 3 4 6 3 6 q 4 5 12 TABLE 3.4B UPLIFT STRAP CONNEGTION REQUIREMENTS-EXPOSURE B 24 3 5 7 3 5 8 4 3 f 1 5 10 15 (ROOF-TO-WALL, WALL-TO-WALL, $ (WALL-TO-FOUNDATION) APPROVED BY 12 3 3 3 3 3 3 3 3 5 3 4 6 16 3 3 4 3 3 4 3 4 6 3 5 8 PLANNING BOARD DEAD LOAD A55UMPTION5: ROOF/GEILIN6 A55EM13LY DL = 15 PLF 12:12 Iq.2 3 3 4 3 3 5 3 5 7 3 6 q 24 3 q 5 3 4 6 3 6 q 4 8 II TOWN 0►F SOUTHOLD THREE 5EGOND GUST WIND SPEED (MPH) 110 MPH DATE FRAMING SPACING (IN) ROOF 5PAN (FT) NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP TABLE 3.10 ROOF 5HEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS STRONG ROD MAY - 1 2014 12 2 FA5TE5T MILE WIND 5PEED MPH 20 2 q0 100 110 120 NAILIN6: . 4-STUDS �:._.. 2 12 4 2 STRUCTURE SHEATHING E067 ' E5: 6 ON CENTER 28 2 OR PANEL 510IN6 FIELD: 12" ON CENTER o ENDWALL 32 3 El FI E I F E I F I E F 0 CORNER STUD CONNECTED TO 3 4-25-14 ADDED 5HRUB5 REVER5ED 36 3 5HEATHIN6 LOCATION I RAFTERM55 MAX. NAIL 5PAGIN6 FOR bD o 1RAN5FFR 5HEAR 12 2 5PAGIN6 IN. O.G. COMMON NAIL5 (IN. O.G) NAILIN6 IN 5HADED AREAS 0 GARBAGE CONTAINER AND DRIVEWAY, MOVE FENCE 16 2 (4 FEET WIDE FROM WALL EDGE OR 4'-O", ADDED NOTES ON PLOT PLAN 20 2 * PE Z RID6E NOT INGLUDIN6 OVERHANGS): 2-I6d COMMON NAIL5 b" OL. 2 1-21-14 REV15E PER DOB GOMMENT5 16 24 3 6 12 �VFSlA GELD: 6" ON CENTER AND 1 12-5-13 RENUMBER BAY UNITS AND GALL 28 3 12 6 12 6 12 3 12 , :.. ." . 32 3 INTERIOR ZONE I6 12 6 12 6 12 51MP50N HDU4-5052.5 HOLD DOWN OUT LIGHT FIXTURE5 ON PLOT PLAN 36 4 19.2 b 112 1 12 b 1 12 6-1a-13 155UED TO DOB C7ABLE ENQKALL RAKE AV T 6 I b 16 6 4 "°' NAILIN6 FOR WALL 5HEATHING: BOARD 5HEATHIN6 ED6E5: b" ON CENTER revblon: date: description: SHEATHING 51ZE 5 5PAGIN6 MINL. NUMBER OF bD GOMMON FIELD: 12" ON CENTER IN. 0.G NAIL5 PER 5UPPORT TABLE 3aA RAFTEWCZILING J015T TO TOP PLATE LATERAL IXb OR IXb 5HEATHING 12-Iq.2 2 2 2 2 �_ NEW 5T ORA E BUILDING AND SPEAR GON :cnoN REGOREh�CfS ~� IXIO OR LARGER SHEA IN6 12- 2 3 3 3 3 (PRESGWPTIVE ALTERNATIVE TO TABLE 3.4) E-NAIL 5PAGIN6 AT PANEL ON1 FOR F-NAIL 5PAGIN6 AT INTE MMIATE SUPPORi9 IN THE PANEL F805 ON) 4l 6fZEENPORT GRESGENT BEACH A550G I AT I ON FASTEST MILE WIND 5FEED(MPi-U 14&5 MAPLE LANE, C-REENPORT, NY I1x44 q0 100 1 110 1 120 RAFTEWGEI1-IN6 WAIL HE16M N1N6ER OF 8D COMMON tdAllS -015T 5PAGIN6 (FT) (TOE-NAILED)REQUIRED IN EACH ", E (P ANCHOR BOLT- MIN.7° M ���:.'�•:: EMBEDMENT IN CONCRETE PROVIDE L� (1N) RAFTER AND OR GEILIN6 J015T To TOP PLATE GONJEGTION HILTI EPDXY ADHE5IYE 1602 lal:eland ave., Bohemia, ny 11716 12 8-10 2 2 2 3 SHEATH INC ATTAGHMENT D I AC RAM 631-588-4444 andrew5deleon4ahoo.Gom NOT TO SCALE � E� drawn d n by: sheets In�t: IS 2 3 3 3 ANCHOR TIE DOAN 5Y5T�M � �sTER � I6 b 3 4 4 5 SCALE: I =1 -O" * �PPNDON k 919Cy\ checked N: 24 10 3 4 4 5 bkh m n ,- ..'. i �� --q I date: s993 file: 13-22 160 013'-3" 8'-O" • - - - - - - - - - - - - - - - - - - - J- . 00 - - - - - - ----- --- -- --------- --- - --------- --- - --------- --- - --------- --- - -------- --- - --------- --- - ------- --- - -------- --- - -------- --- - ------- 00 OT 0'f OT 0'f 0'f 0'f OSS 00 00 0� 0 • 00 00 00 0 0 1 • 1' f 1 .. .... :. ..._.. .. • .... .'. ., '.:. ...- .�. •�' tom. a ;• - - - - - � r- - - - - I 00 •00 0 +.1 0 0.0 0.0 0.0 +0.0 +0.0+ 0.0 +0. 0 +0.0 0.0 +0.0 140 - fc hI I ------ ------------ Is 00 �.9 C 1 .5 ;� fc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I + + + + + + + + + + + + + I I I I 00.0 0.0 0.0 0.1 0.3 1 1 5 f0.0 0.0 0.0 x I I I I I 120 c I .00 I :.= 0. 5 fc C _ + 2.3 +0.0�• C 4 .00 l I I 1 2 3 4 + + •00 E E E 1 0.0 0.0 I I I I I 100 E 0.00 .00 fc 0.3 +0.0 o.o I .00 r I I 5 I I A 00 E + 4 + + + A I I I I -- f@.o o.o 1_ 11 80 .00 161-1011 9 8 7 6 I I I I I I E E E E + + + I .00 •�1 fc 0.0 0.0 0.0 I I �� I •� I 1.. 0.00 I '' I I I I I + + > + I .00 0.0 0.0 0.8 0.7 0.8 fC 1 1 .2 0.1 0.0 0.0 6 0 2 fc ; .00 0. C fc .00 0.0 0.0 0.0 0.1 0.1 01. 0.2 0.1 0.2 0. 0.1 0.1 0.0 0.0 0.0 0. 1 fc .00 ,7 I 12" P. GONG HAUNGH I W/2 #5 REBAR I I E I I O o ` 0.0 +0.0 o�.o +0.0 +0.0 '0.0 0.0 +0.0 +0.0 +0.0 +0.0 o.o I D1 .40oo 1 O 1 1 m I 1 + + + + + + + + + + + + I I I I 00 0.0 0.0 0�.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 s: I 4" P. coNc. sLAe I I ; .o 0 '-! I I I 6X61010WHM 6 MIL VAPOR BARRIER 0.0 0 0.00 0. 00 0.00 0.01 a.01 0.01 0.01 0.01 0.01 0.01 0.00 0- 00 0.00 0. 00 I I I I 4" GRU5HED STONE I I 20 40 60 80 100 120 140 160 180 200 22 r I I I I I I I DROP FOUNDATION(TYP) m I I PITGH PITGH I I Calculation Summary PHOTOMETRICPLAN Label CalcType Units Avg Max Min Avg/Min Max Min Description I PtSpcLr I PtSpcTb Meter Type SCALE: NT5 CalcPts Property Line Illuminance Fc 0.00 0.01 0.00 N.A. N.A. Readings taken ® 0'-0" AFG 10 N.A. Horizontal CalcPts-1 Site Illuminance Fc 0.33 3.3 0.0 N.A. N.A. Readin s taken ® 0'-0" AFG 10 10 Horizontal I Luminaire Schedule Symbol Qty Label Arrangement ILum. Lumens LLF Description Lum. Watts Total Watts Filename D SINGLE (673 1.000 ALED13N 15.1 15.1 ALED13N-Neutral - ITL68252.IES �;� ?: I I I I -''.•:. I ® 9 E SINGLE (673 1.000 WPLED13N 15.1 135.9 WPLEDI3N-Neutral - ITL68252.IES MAY - 2� 4 APPROVED BY Luminaire Location Summary 3 4-25-14 ADDED SHRUBS REVERSED f I I I I I LumNo Label X Y MTG HT Orient Tilt PLANNING BOAR! 6ARBA6E CONTAINER AND DRIVEWAY, MOVE FENCE 1 E ss 110 7 so 0 4'-0", ADDED NOTES ON PLOT PLAN 2 E 121 110 7 90 0 TOWN OF SOUTHOLD 2 1-2-14 REV15E PER DOB GOMMENT5 3 E 144 110 7 90 0 4 E 171 110 7 90 0 DATE 1 12-5-13 RENUMBER BAY UNITS AND GALL .s 5 E 173.585 92.176 7 0 o OUT LI6HT FIXTURES ON PLOT PLAN :�; I I I I '+•-;�. I 6 E 169.914 72.578 7 270 0 7 E 145.487 72.578 7 270 0 I 6-H-13 155UED TO DOB I I I I 8 E 124.904 72.578 7 270 0 9 E 98.122 72.578 7 270 0 revl5lon: date: description: `� I '3•-: I I I I I 11 D 101.743 138.101 8 180 0 r� Total Quantity. 10 NEN 5TORAC E BU I LD I NC I I I FOR 2 ANCHOR BOLTS PER GRNPOi�T CRESCENT BEGH 1�550G1T ION DOOR NOTES: IgB5 MAPLE LANE, 6REENPORT, NY 11`144 The light loss factor (LLF) is a product of many variablles, only lamp lumen depreciation (LLD) Ihas been applied to the calculated results unless otherwis3e noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturersspecifications. M 2 y� - - - - - - - - - - - - - - - - - - - - - - - - - � I e m L�=JLR1� U�1 ��1�� LI * pre planes calculation either lakeland Give.,footcandles)s re the predicted results for nes of calc shown in footca d e a Illumination values s ( 1602 Bohemia, 11716 {. y r orientation n is normal calculation n s r Meter orie tat o din the ca cu afro summary. et inclined a s designated vertical or r horizontal ve t I Y ,. - - - - - - - - - - - - - - - - -- - - - - -J to the plane of calculation. (931-5&b-4444 andrew5deleonl@qohoo.com - - - - - - - - - - - - rawn sheets In set. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. \s�EREo ad 5 Actual measured results may vary from the anticipated performance and are subjectpON k qR� I�l���I®I� PLAN �► to means and methods which are beyond the control of RAB Lighting, Inc. Q'Qp� y9 �� checked by: bkh SCALE: I/4" - I'-O° * Mounting height determination is job site specific, our lighting simulations assume a mounting height r� c 0 (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires ::, �� date: -VERIFY BUILDING 5EfBAGK5 PRIOR TO EXCAVATION.REPORT TO ARGHITEGT T and at the bottom of the symbol for all other luminaire mounting configurations. � *•x<.,�,•-i N * 6-II-13 VERA=( 501L GONDITION5 PRIOR TO FORMING FOUNDATION. REPORT TO ARGHITEGT �� o * RAB Lighting, Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. OF 5993 � file. Patents issued or pending apply. E 13-22 REAR LIGHTS BRAND,GENIE HOUSE 10 .01 MODEL 153 5ERIE5 # 15311-V6 (Im r--------------- ----------------2ELEG METER I I I I 02X8 ELEG PA I I - I I � 51 MP50N HOLD DOWN NEW EXTERIOR PARTITION - 2 X 4 5TUD5 @ 16" O.G. — — — — — I I _ (TYP) - DW6 A2 I I B #2 _ I I I W/Ya" EXTERIOR 5HEATHING, TYVEK, %a' RIGID IN50L., AY o m AB Y #11 VINYL 5101% R-I5 BATT IN5UL. W/ %" GYP. BD. ►n I 2411 X 4&ll PULL I NEW 2 X 4 5TUD5 ® Ib" O.G. W/ %a' TYPE 'X' GYP. BD. DOWN STAIR W/ I I BOTH 51DE5 DOUBLE FRAMING I — — J L I o I I 51N6LE POLE 5WITGH W/DIMMER -' - - - I I — — — — — — EXTERIOR 1-1614T FIXTURE SHALL BE IN ACCORDANCE I I WITH THE BUILDING OFFICIAL. FIXTURE 5HALL BE 51-1IELDED 50 DIRECT GLARE DOES NOT PROJECT BAY #13 mI BEYOND THE PROPERTY LINE. # o I 13AY 10Ln I I I INTERIOR El EGTRIGAL TO BE DE516N-BUILD BY CONTRACTOR/ I DE516N PROFE5510NAL. REPORT TO ARCHITECT L - - - - - I I o I I I I A�Y#14 BAY #q dzI I I I I I I I L - - - - - - - - - - J I I 1 I � I � _ - A _ BAY#15 RAY #p 1'-0 m cv I x I - - - - - J L - - - - - I � I I I /2X10@16" O.G.7 2X10@161O.G. I ROOF RAFTER5 ROOF RAFTER5 PAY #I6 Q I m BAY #7 1 d) I 1 I L I I I I L--------------- ------------ --J BAY #17 _ I HAUNCH SLAB AT 6ARA6E DOOR(TYP) Q I I m BAY #6 � u') RF - - - - - J - - - - - ®® �1 5GALE: I/8" = 1'-0" CONNECT LEADERS TO DRYWELL AY #1 m Q I BAY #5 12 X 10 ® 16" O.G. r 2 X 10 ® I6" O.G. — — — — — J GEILIN6 J015T5 GEILIN6 JDI5T5 0 BAY I (1) 1%" X II�/g" 2.OE LVL RIDGE — — — — — GONTIN0005 RIDGE VENTING APPROVED BY 5TRAPPIN6 PLANNING BOARD - - - - - J m — — — — — 2 X 10 R.R. @ 16" O.G. TOWN OF SC)UTMC3tD ASPHALT SHINGLES 30 YR ARGHITEGTUAL TAMKO — — — — — — — — — — COLOR : GREY BLEND DATA 15#FELT 2 X 6 COLLAR TIES ® 32" O.G. R MAY - 1 2014 I BAY #20 - I �" SHEATHING 6 12 AY ICE SHIELD (2'-0" MINA ATTIC Q 44 I 5TRAPPING 12" VENTED 5OFFIT — — — J — — — ALUMINUM FASCIA BD L — - - - — — GUTTER ��� 3 4-25-14 ADDED 5HRUB5 REVER5ED 6ARBAC-7E GONTAINER AND DRIVEWAY, MOVE FENCE — — — — — — -0' 4'-011, ADDED NOTES ON PLOT PLAN 2 X 4 STUDS ® I6 " O.G. TYPE 'X' 6YP. B 2 X 10 G.J. ® I6 O.G. D. 2 1-21-14 REV15E PER DOB GOMMENT5 VINYL 510INC COLOR: LIGHT GREY %g° TYPE 'X' 6YP. BD. 1 12-5-13 RENUMBER BAY UNITS AND GALL mA$ Y � I %" RIGID INSUL = OUT LIGHT FIXTURES ON PLOT PLAN BAY #21 TYVEK BAY DA i" PLYWOOD I 6-lq-13 I 155UED TO DOB L — — — — — STRAPPING — J revision: Fdate:mmmr description: — — — — HAUNCH SLAB AT _ tr PITH 6ARA6E DOOR(TYP) — — — (2) 2 X 4 P.T. - �PITCH_ G y — — — — — — — TERMITE 5HIELD J � 4X4P05 SILL SEAL , ., ..: `' FOR o (TYP) I A ANGHOR BOLTS®3q'O.G. o N 4" P. GONG.SLAB P. GONG. HAUNCH C RENPORT GRE5GENT BEAGH A550G I AT I ON PLATE X m 6X61010 mm bkh 4 N I BAY BAY #1 10" P. GONG. FOUNDATION 6 MIL VAPOR BARRIER �_O W/2 #5 REBAR Iq&5 MAPLE LANE, GREENPORT, NY IIg44 ..... . ON 12" X 24" P.GONG. 4" GRU5HED STONE 3'-0" ol X FOOTIN6 W/2 # 5 REBARARCHUVIFECI `� - - - - - J L - - - - - 0 �I 1602 lakeland ave., Bohemia, ny 11716 5 CTION A— 631-588-4444 cindrew5deleonl@qohoo.com 5GALE: 1/4" = 1'-0" drawn by: sheets in set: 4'-2" 10'-0" S'-0" 10'-0" 4'-2" ad �G�STERE© 361-411 PPNDON k, q9�, checked by: AZEK DECORATIVE BARN * \\ y�� DOOR A5 5ELEGTED ". r� o date: 1L00R PLAN 5GALE: 1/4" = I'-0" ,�. 5993 N * file: R 13-22 m4 ASPHALT SHINGLES 30 YR ARGHITEGTUAL TAMKO GOLOR : GREY BLEND ALUMINUM FASGIA BD 4'-0 DIA. FRONT LI6HT5 DECORATIVE GABLE ❑ BRAND,GENIE HOUSE VENT MODEL 153 SERIES # 15311-V6 SIDING VINYL 12 DOUBLE 5" MAIN 8 STREET LIGHT 6REY FRONT LIGHTS : BRAND,GENIE HOUSE MODEL 153 SERIES — — — # 15311-VC = — CUTTER 4 LEADER 8" AZEK TRIM b" ALUMINUM DOOR TRIM AZEK DOOR 104.-15' FRONT ELEVATION SGALE: 1/4" _ 1'-0" 30 YR ARGHITEGTUAL TAMKO COLOR : 6REY BLEND 5" VINYL 510IN6 A5 SELEGTED CUTTER 4 LEADER 8" AZEK TRIM 000 0100 000 1:11 El ED 00 000 000 000 000 000 b" AZEK DOOR TRIM E10 000 E00 � � � � � � 000 000 000 EI00 000 El DODRROLLUP mrl 1-1 - [11:111 E111 0 EIEIEI 1111 0 111:10 E1011 � � � � � � 000 El � � 000 000 1:1 000 000 111:10 000 000 000 000 000 LIGHTS ON 51DE ELEVATION: RAB BRAND ,RPAD WALLPAK10HATT - - - - - - - - - - - - - S I F. ELEVATION 6FG OUTLE 5GALE: 1/4" = 1'-0" MAY - 12014 ALUMINUM FASGIA BD — — — — — 3 4-25-14 ADDED SHRUBS REVERSED 4'-0 DIA. ❑ GARBAGE CONTAINER AND DRIVEWAY, MOVE FENCE DECORATIVE GABLE MOTION LIGHT RAB APPROVED BY 4'-0", ADDED NOTES ON PLOT PLAN VENT BRAND ,RPAD WALL 2 1-21-14 REV15E PER DOB GOMMENT5 510IN6 VINYL 12 PAK 10 WATT PLANNING BOARD DOUBLE 5" MAIN 8 1 12-5-13 RENUMBER BAY UNITS AND GALL STREET LIGHT GREY TOWN OF SOUTHOLD OUT LIGHT FIXTURES ON PLOT PLAN REAR LIGHTS : — DATE C�����0!^}- 6-H-13 155UED TO DOB BRAND,GENIE HOUSE — — — — _ .. revision: date: description: MODEL 153 SERIES # 15311-V6 NBH 5TORA6B BU I LD I NC FOR GUTTER 4 LEADER C-7RENPORT GRSGENT BEACH A550G I AT I ON a" AZEK TRIM Ig85 MAPLE LANE, GREENPORT, NY IIg44 dZI STEEL DOOR W/TRIM 1602 lokeland ave., Bohemia, ny II116 _104.15' 631-588-4444 andrew5deleonl@ohoo.Gom drawn by: sheets 1n set: GEST E FR?Fp ad VON 5 �Q,P ti9 �y checked by: — — — — — — — — — — — — — — — — — — bkh ELEGTRIG METER ': REAR ELEVATION � ��a4+���,J � � date_ o � 6 II 13 SCALE:: 1/4" = 1'-0" S99 � file: 13-22 • • MAILING ADDRESS: PLANNING BOARD MEMBERS *QF SQUTyP.O. Box 1179 DONALD J.WILCENSKI ��`i` Old Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY Q 54375 State Route 25 JAMES H.RICH III Olp (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORyC'M0�� Southold, NY U1IYY���� Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 5, 2014 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Approval for the Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Zoning District: RR Dear Mr. Courtier: The following resolutions were adopted at a meeting of the Southold Town Planning Board on August 4, 2014: WHEREAS, on November 7, 2013, the agent for the applicant, Gary Courtier, submitted an application for Site Plan review; and WHEREAS, this Site Plan is for the demolition of an existing barn and the proposed re- construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; and WHEREAS, at a Work Session held on December 4, 2013, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the Site Plan; and WHEREAS, on February 19, 2014, Gary Courtier submitted materials and information to the Planning Department for review; and WHEREAS, upon review of the materials submitted on February 19, 2014, the Planning Board formally accepted the application for review; and WHEREAS, on February 24, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and • • Crescent Beach Storage Page Two August 5, 2014 WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5, has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities", therefore, not subject to SEQRA review; and WHEREAS, on March 8, 2014, the Greenport Fire District determined there was adequate fire protection for the site and recommended that all drives and entry ways meet Southold Town Code §280-109c specifications; and WHEREAS, on March 24, 2014, the Southold Town Engineer reviewed the above- referenced application and required additional information and revisions to the Site Plan; and WHEREAS, on March 26, 2014, the Southold Town Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on March 27, 2014, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on April 7, 2014, a public hearing was held and subsequently closed; and WHEREAS, on April 21, 2014, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be exempt with Southold Town LWRP policies pursuant to §268-3; and WHEREAS, on May 14, 2014, the Southold Town Engineer reviewed revisions to the above-referenced application and required additional information and revisions to the Site Plan; and WHEREAS, on June 19, 2014, Gary Courtier submitted revised drainage information to the Planning Department for review; and WHEREAS, on July 1, 2014, the Southold Town Engineer reviewed revisions to the above-referenced application and required additional information and revisions to the Site Plan; and WHEREAS, on July 21, 2014, Gary Courtier submitted revised drainage information to the Planning Department for review; and WHEREAS, on July 23, 2014, the Southold Town Engineer reviewed the above- referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and • • Crescent Beach Storage Page Three August 5, 2014 WHEREAS, on August 4, 2014, the Southold Town Chief Building Inspector reviewed and certified the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; and WHEREAS, on August 4, 2014, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the Site Plan entitled "New Storage Building for Greenport Crescent Beach Association", prepared by Brandon K. Hamchuk, R.A., dated June 11, 2013, Sheet A-1, last revised July 8, 2014, and authorizes the Chairman to endorse the Site Plan including the following five (5) plans: 1. A-1 — Site Plan 2. A-2 — Construction Details 3. A-3 — Photometric Plan 4. A-4 — Building Section Details 5. A-5 — Building Elevations Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen (18) months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. Crescent Beach Storage Page Four August 5, 2014 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Enclosed please find a copy of the Site Plan which has been endorsed by the Chairman. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map MAILING ADDRESS: PLANNING BOARD MEMBERS '*QF so�Ty P.O. Box 1179 DONALD J.WILCENSKI ��� Old Southold,NY 11971 Chair .1L � OFFICE LOCATION: WILLIAM J.CREMERS TTown Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH MARTIN H.SIDOR �OIyC�UIV l'e� � (cor. Main SouYoungs Ave.) th d, NY ISI 1' Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 5 2014 AUG 11 2014 Mr. Gary Courtier - 1602 Lakeland Avenue F U DF sOuTHoLo Bohemia, NY 11716 Re: Approval for the Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Zoning District: RR Dear Mr. Courtier: The following resolutions were adopted at a meeting of the Southold Town Planning Board on August 4, 2014: WHEREAS, on November 7, 2013, the agent for the applicant, Gary Courtier, submitted an application for Site Plan review; and WHEREAS, this Site Plan is for the demolition of an existing barn and the proposed re- construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; and WHEREAS, at a Work Session held on December 4, 2013, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the Site Plan; and WHEREAS, on February 19, 2014, Gary Courtier submitted materials and information to the Planning Department for review; and WHEREAS, upon review of the materials submitted on February 19, 2014, the Planning Board formally accepted the application for review; and WHEREAS, on February 24, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application-to the required agencies for their comments; and y 4Ata � PWOr�()Board IN 1618 Grundy Ave, Holbrook NY 11741 P: (631) 563-9200 F: (631) 563-5859 7/19/2016 Town of Southold planning dept Attn: Brian Cummings bri an.cumm in gs @town.south of d.ny.us RE:Coach Lights Crescent Beach Condominiums 2500 Maple Lane Greenport, NY 11944 Please be advised that the (3) Coach lights in front of the barn and (1) Coach light on rear door entrance are for Decorative purposes only and will not be activated. If you have any questions please contact the number listed above. Thank you, Gary Courtier Home Improvements r xMAILING ADDRESS: PLANNINGS �f w�V so P.O. Box 1179 DONALD J. ILCENS mw`t Southold, NY 11971 Chair OFFICELOCATION: ILLI J.CREERS Town Hall Annex PIERCE FFERTY 54375 State Route 25 JAMES H.RICH III � y" (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " � J, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 9, 2016 Mr. John Hrzich 42-25 21st Street Long Island City, NY 11101 Re: Approved Site Plan for Crescent Beach Condominiums Storage Facility Located at 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Dear Mr. Hrzich: I am writing as a follow-up to the Planning Board Work Session held on June 6, 2016, where the Planning Board formally discussed the above-referenced Approved Site Plan and comments from the final site inspection on May 27, 2016. The following items must be completed prior to a recommendation to the Building Department for a Certificate of Occupancy (C.O.): 1. Provide certification from a NYS licensed engineer that all storm water controls constructed on site strictly meet or surpass all requirements on the Approved Site Plan pursuant to Chapter 236 for Storm Water Management; 2. The following items were found to be inconsistent with the approved Photometric Plan: There are three (3) open glass light fixtures on the front of the building that were not included on the Approved Photometric Plan and because the bulbs within these fixtures are visible, they do not comply with Town's Lighting Code. The Planning Board is requesting your voluntary compliance by providing either appropriate shielding, replacement fixtures that comply with the requirements of Town Code §172, or the deactivation of the fixtures. Crescent Beach Storage Page Two June 9, 2016 Once the items listed above are verified as sufficient, a memo to the Building Department supporting the issuance of a C.O. will be sent without having to be reviewed at a Work Session. Please, if you have any questions regarding this Site Plan or its process do not hesitate to call this office at 631-765-1938. Very truly yours, Brian A. Cummins 9 Planner MAILING SS: PLANNING BOARD MEMBERS ff)I " soij P.O. Box 1179 DONALD J.WILCENSKI g Southold, IVY 11971 Chair � � OFFICE LOCATION: WILLIAM J.CESS Town Hall Annex E FFETY " �" 54375 State Route 25 PIERCE y �, JAMES H.RICH III �� ��� (cor. MaSoin utholdYNY Youngs Ave.} MARTIN H.SIDOR s 5 1 Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE June 7, 2016 TOWN OF SOUTHOLD Mr. Joseph Hrzich 42-25 21st Street Long Island City, NY 11101 Re: Extension of Site Plan Approval for Crescent Beach Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Zoning District: RR Dear Mr. Hrzich: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, June 6, 2016: WHEREAS, this Site Plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; and WHEREAS, on August 13, 2012, the Southold Town Planning Board granted approval on the Site Plan entitled "New Storage Building for Greenport Crescent Beach Association", prepared by Brandon K. Hamchuk, R.A., dated June 11, 2013, Sheet A-1, last revised July 8, 2014; and WHEREAS, on February 5, 2016, the Site Plan Approval expired; and WHEREAS, on May 9, 2016, Joseph Hrzich, owner, submitted a request for an Extension of Site Plan Approval and a request for a final site inspection; and WHEREAS, at a Work Session held on June 6, 2016, the Planning Board reviewed the application and determined the expired Site Plan is in compliance with current rules and regulations; be it therefore RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval for one (1) year from June 6, 2016 to June 6, 2017 on the Site Plan entitled "New Storage Building for Greenport Crescent Beach Association", prepared by Brandon K. Hamchuk, R.A., dated June 11, 2013, Sheet A-1, last revised July 8, 2014. If you have any questions regarding the above, please contact this office. Very truly yours, Dona J. Wilcerlski Chairman Southold Planning Department Staff Report Site Plan Application Work Session — Request for Final Site Inspection Date: June 6, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Crescent Beach Storage Facility Applicant: Same Approved: August 5, 2014 Tax Map Number,. 35.-8-3.2 Project Location: 1985 Maple Lane Hamlet: Greenport Zoning District: RR II. Description of Project Type of Site Plan: Residential/Commercial Acreage of Project Site: 0.41 acres Building Size 2,797sf This Site Plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; III: Analysis The approved site plan expired on February 5, 2016. Letters from the Planning Board was sent to the applicant regarding the expiration of site plan approval on March 19, 2016 and April 26, 2016 and the owner subsequently responded on May 9, 2016 stating that all work has been completed on site and the applicant requests a final site inspection. A. Approved a. 77'x 36'4" (2,797sf) storage building; constructed as approved. b. Asphalt parking area and two 15' wide driveway access points; constructed as approved. c. Dumpster enclosure; constructed as approved. d. Four (4) drywell and inlet grate structures. 1 Staff: Town Engineer not notified of drainage installation; a certification from a NYS licensed engineer is required; B. Staff Analysis: a. Landscaping: i. Four (4) 5' high Blue Spruce in front yard; constructed as approved; ii. Six (6) Boxwood @ 24" high along southeast side yard; constructed as approved. b. Fencing: 6' high PVC fencing: constructed as approved. c. Eleven (11) RAB wall pack fixtures: constructed as approved. V: Staff Recommendation 1. The expired site plan remains in compliance with the Town Code, accept the request for extension of site plan approval and set the application on the Planning Board's public meeting agenda for tonight, to extend the approval for one (1) year to June 6, 2016 to complete construction and receive a Certificate of Occupancy. 2. All elements of the approved site plan have been constructed as designed and it is recommended to support the issuance of a CO once the following has been provided: provide certification from a NYS licensed engineer that the storm water controls on site were constructed as approved. 2 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, June 6, 2016 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications Project Name j Braun Seafood Company Retail StoreSCTM# 1000-103 1-1 Location: _ 31000 Route 25, Cutchogue Description: This Site Plan is for the proposed conversion 4 acres in an existing the General ,12 r .,,,,,. sq. ft. residential dwelling to retail use on 0 Business (B) Zoning.District. ending Action: Status Update ....... Attachments- Staff Report � ..� ., . .. _ m _ Name. Cornell Properties Amended SCTM# 1000-63-1-1.5 Location. 2325 Horton Lane, ±360' s/e/o County Road 48 and Hortons Lane, Southold Description: This Amended Agricultural' � .e __ � .. w , e. p Site Plan is for the proposed construction of a 60' x 25' (1,500 sq. ft.) addition to an existing 60' x 42' (2,520 sq. ft.) barn : for agricultural equipment storage on 8.5 acres of Southold Town Development Rights land in the R-80 Zoning District _ ° ... ........._. m. Status; Pending Action: Referral Review Staff Report Attachmen .is. 1. _ p 1 .M, Project Hos SCTM# 1000-108 1-1.1 Location Name: 10765 CR 48, ±1,400' s/w/o Wickham Avenue and CR 48, Mattituck Description: ; This Agricultural Site Plan is for the proposed construction of a 120' x 60' (7200 sq. ft.) frame barn for agricultural storage on Suffolk County Development Rights land; 19.9 acres in the A-C Zoning District. Status, Pending I Review Attachments: Staff Re Action: Referral _ ............port Pro ect Name: Crescent Beach Condo 2 p - Location 1985 Maple Lane, _2,00 p J iniums M" Oms/e/o NYS Rt 25 & Maple Lane Greenport I Description: _ � p This site plan is for the demolition of an existing barn and the proposed construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. r Status: Approved Site Plan Action: i Approval Extension & Final Inspection n Attachments Staff Report 5Uh� Submission Without a Cover Letter Sender: JX�� 14 1 / Subject: a-c5ceAiJ �ro Ll SCTM#: 1000 - L��o7i �� MAY Date: zlctC1 OwMW Tom Pfaiifilng Board Comments:. LOCATION:OFFICE ' � ALULING ADDRESS: Town Hall Annex �F�b P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Youngs Ave.) Southold, Y Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD Certified Mail/Return Receipt March 19, 2016 Mr. Gary. Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Dear Mr. Courtier: The Site Plan Approval granted by the Southold Town Planning Board on August 4, 2014 has expired (resolution attached). If the work on the site has been completed, please submit a request for a final site inspection. If the work has not been completed, please submit your request for an Extension of Site Plan Approval for consideration by the Planning Board, to include the reason why an extension is necessary. If we do not hear from you within thirty days from the date of this letter, we will consider this application withdrawn. If you have any questions regarding this matter, you may contact our office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector M M ........... ....... ........... Postage $ < CoMfied Fee rq PM11 C3 Return Re Vjpt Fee C3 (Endomement Rceequlired) C3 nestidded Defivary Fee (Endorsement IReq,Dired) . ...... ...................... ■ C3 < rU ThtW Postage&Fees $ T Om Complete Items 1,2,and 3.Also complete A. $W OU Item 4 if Restricted Delivery Is desired. x 0 Agent ■ Print your name and address on the reverse 0,AddrOqqoe,. so that we can return the card to you. TH,10 We Mb * 0 Attach this card to the back of the mallplece, Iva b arns) C. to fDozolacri,, or on the front if space permits. D. Is dellvery:address different from Item 1? Q Yes 1. Article Addressed to: If YES,enter dellvery address below: 13 No complete verse M r., G Courtier 1602 Ze eland Avenue 3 3. ServIcOVpe E ohe i NY 11716 �Oartfflad Mall-0 1C],PdorityMall Express- Registered AQ Return Receipt for Merchandise . ....... Insured MW'I I-[Collect on Delivery 4. Restricted Delivery?(Eyft Fee) El Yes 2.,Article-Number 7014 1200 0001 6743 6633 (R"nWorftWV#*&A"O Ps Form.381 1,juiyOois Dornesto Return Receipt MAILING ADDRESS: PLANNING BOARD MEMBERS � o � P.O. sox 1179 DONALD J.WILCENSKI � , ' y Southold, NY 11971 •,y Chaim OFFICE LOCATION: Town Hall Annex LL Je CREERS PIERCE FERTY 54375 State Route 25 ' (cor. Main Rd. &Youngs Ave.) JAMES H.RICH III ,, tr��" ld NY RTIN H.SIDOR ° ,�' $ Southold, Telephone: 631 765-1938 www.southoldtovcn nY-gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 5, 2014 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Approval for the Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Zoning District: RR Dear Mr. Courtier: The following resolutions were adopted at a meeting of the Southold Town Planning Board on August 4, 2014: WHEREAS, on November 7, 2013, the agent for the applicant, Gary Courtier, submitted an application for Site Plan review; and WHEREAS, this Site Plan is for the demolition of an existing barn and the proposed re- construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; and WHEREAS, at a Work Session held on December 4, 2013, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the Site Plan; and WHEREAS, on February 19, 2014, Gary Courtier submitted materials and information to the Planning Department for review; and WHEREAS, upon review of the materials submitted on February 19, 2014, the Planning Board formally accepted the application for review; and WHEREAS, on February 24, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and Crescent BeachmmStorage ?A9_q Two August 5, 2014 WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5, has determined that the prol,,)osed action is a Type 11 Action as it falls within the following description for 6, NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities", therefore, not subject to SEQRA review; and WHEREAS, on March 8, 2014, the Greenport Fire District determined there was adequate fire protection for the site and recommended that all drives and entry ways meet Southold Town Code §280-109c specifications; and WHEREAS, on March 24, 2014, the Southold Town Engineer reviewed the above- referenced application and required additional information and revisions to the Site Plan; and WHEREAS, on March 26, 2014, the Southold Town Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on March 27, 2014, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on April 7, 2014, a public hearing was held and subsequently closed; and WHEREAS, on April 21, 2014, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be exempt with Southold Town LWRP policies pursuant to §268-3; and WHEREAS, on May 14, 2014, the Southold Town Engineer reviewed revisions to the above-referenced application and required additional information and revisions to the Site Plan; and WHEREAS, on June 19, 2014, Gary Courtier submitted revised drainage information to the Planning Department for review; and WHEREAS, on July 1, 2014, the Southold Town Engineer reviewed revisions to the above-referenced application and required additional information and revisions to the Site Plan; and WHEREAS, on July 21, 2014, Gary Courtier submitted revised drainage information to the Planning Department for review; and WHEREAS, on July 23, 2014, the Southold Town Engineer reviewed the above- referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and Crescent Beach Storage P�ga e Three August 5, 2014 WHEREAS, on August 4, 2014, the Southold Town Chief Building Inspector reviewed and certified the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; and WHEREAS, on August 4, 2014, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the Site Plan entitled "New Storage Building for Greenport Crescent Beach Association", prepared by Brandon K. Hamchuk, R.A., dated June 11, 2013, Sheet A-1, last revised July 8, 2014, and authorizes the Chairman to endorse the Site Plan including the following five (5) plans: 1. A-1 — Site Plan 2. A-2 — Construction Details 3. A-3 — Photometric Plan 4. A-4 — Building Section Details 5. A-5 — Building Elevations Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen (18) months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. Crescent Beach Storage Page Four August 5, 2014 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Enclosed please find a copy of the Site Plan which has been endorsed by the Chairman. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski ' Chairman Encl. cc: Building Dept. w/map Town Engineer w/map WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 4, 2014 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications 5:45 p.m. Review Public Meeting Agenda ..................................................................................................................:..........................................._....................................................................................................._........................................................., . ............................ Project Name: Showalter Farms, LLC SCTM#: 1000-108-4-1.4 _...................J..............................................................................................................................._.._.....__.............................................................................................................................................................................................................................................._...._...---........._....._............................................................................ Location: 18625 Main Road, Mattituck . . ...._. ................................................................................................................................._......................................._................................. Description: This proposed site plan is to construct phase one of a riding academy, and includes one 24' x 30' (720 sq. ft.) 3-stall barn, two 24' x 10' (240 sq. ft.) 2-stall barns, an outdoor riding/training area approximately 140' x 270' and eight 8 arkin stalls on 24.2 acres in the A-C Zonin District ......................................................................................._..-..�.............._�......_)..._p............................ _.._._..._...........................................................................................................................-...__......_..........................................._ .................................._...._........._........................... Status: New Application . ............................._............................ ....... ..._.......... .............. ........ ............. ................................................... ........... .... .... _.......... ...................... ..... ..: ..................................... Attachments: Staff Report ort . ......................................... ................................................................._....................................................................................................._............................................__................................................................................................................................. ...................---.................................................................................._._...................................... ....................................._..............................................................................................................................................................._.............._......_................_............................................................._...._....._....................................... : Project Name: Crescent Beach Condominiums SCTM#: 1000-35-8-3.2 _...-a ----....._........................................_........._........................................................................_._...._..................................................................................................................................................-........._....._..............................._..----....._._....._..._.............._.........._.....—._....--.............................. Location: 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport - ----...................................._.........--...- F..................................................................._....._....... -................................................................................................................._................................................P.._.._..............__.._........................................_._.._.P..__._..._..................... Description: This site plan is for the demolition of an existing barn and the proposed construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zonin District. g............... .............. ................................................................................................ .... . ....................... ........ .. ..............................................._............... Status: Pending :........__._............__.._._.__............................................................................._..........._.._.__............................................................................._.................................................................................................................................................................................................._..........................................._.._._........................_............ Action: Review revised Site Plan. Attachments: Staff Report Project Name: Risin Sun Woodworkin SCTM#: 1000-96-5-8 ...._...............J................................................................................................_......._.......-.......9...................................................................................................._g......................... Location: 4460 Depot Lane, ±1,075' s/e/o Depot La. & CR 48, Cutcho ue ..................................._..................................................................................._....................._......................................................................................................................................................................................................................-........................................................................................................._..._._............... ..._................. Description: This proposed amended Site Plan is to convert a wholesale book seller warehouse to a custom woodworking shop and construct a ±500 sq. ft. addition to connect two existing buildings totaling 13,064 sq. ft. for office, cabinet shop and custom woodworking on 2.1 acres in the LB Zoning District ................................................................................................................_.......................................................... .... ... ......... Status: New Application ..................................................................................................................__..................................................................................... P Action: Review for completeness. ..........................................................................................._....... .................................. Attachments: Staff Report o��OF SO!/lyQl eel- � o Town Hall Annex Telephone(631)765-1802 54375 Main Road AW Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �Q �yC4UNTY,�cc� BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM V AUG 0 4 2014 TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: August 4, 2014 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Crescent Beach Condominiums Storage Facility Location: 1985 Maple Lane, Greenport SCTM# 1000—Section 35- Block 8 —Lot 3.2 Date: June 11, 2013 Revised Date: April 25, 2014 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE *Storage Facility WAS GRANTED BY THE ZONING BOARD OF APPEALS ON MARCH 18, 1980. *See ZBA#2661 Michael J. Verlt Chief Building Inspector 0 0 Submission Without a Cover Letter Sender: 1 `I Subject: a-�,�er4 SCTM#: 1000 - Date: 17 aQ( Comments: (7) ed <��ake �MS i J U L 2 12014 a+' ` mI FOt SCOTT A. RUSSELLy; 5 �G° JAMES A. RICHTER, R.A. SUPERVISOR v �i MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD ti TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 ; + ` Fax. (631)-765—9015 r MICHAEL.COLL[NSnTOWN.SOUTHOLD.NY.US tQl JAMIE.RICHTER<),TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski June 30, 2014 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 D E C E V E Re: Crescent Beach Condominiums Storage Facility Site Plan 1985 Maple Lane, Greenport, New York 11944 JUL 01 2014 SCTM#: 1000-35-08-3.2 _ Soufl]66 TUWn Dear Mr. Wilcenski: Planning Board As per a request from your office, I have reviewed a revised Site Plan with a revision date of 6/11/14 for the construction of a community storage facility to serve the Crescent Beach Condominiums Complex. This site plan has been prepared by the office of Brandon K. Hamchuk, Registered Architect. Please consider the following: 1. As per my last report, the Drainage calculations are adequate to contain a 2" rainfall event. 2. A test hole has been provided to verify the depth to ground water. This test hole was taken at the elevation 15 contour and shows the depth to ground water at 15.2 feet deep. The proposed Top of Grate elevations are shown as approximately 104.2'. Consequently the depth to groundwater at the drain locations would be 14.4' deep. If you subtract 2' for separation from ground water, the maximum depth of drainage structure can be no greater than 12.4' in overall height. The current leaching pool design indicated a total depth of 14' when you add in 4" for the inlet casting. This proposed design should be modified accordingly. 3. Erosion & sediment controls have been indicated to control runoff & silt at this site. Construction details have also been shown in a satisfactory manner. 4. The elevation of the property line along the south easterly side of the site which runs along the easement access to the Condo's has been indicated at 104.2'. The proposed drainage inlet grate immediately adjacent to this location has been shown as 104.17'. This is not enough pitch to direct stormwater, generated by the pavement area, to the inlet grate. Pavement surfaces or top of inlet grate elevations in this area should be modified accordingly. If you have any questions regarding this review, please contact my office. S' cerely, /j James h r, .A. r e' • • MAILING ADDRESS: PLANNING BOARD MEMBERS *pF SOUTH, P.O. Box 1179 DONALD J.WILCENSHI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY �QQ 54375 State Route 25 JAMES H.RICH III Ol� (cor. Main Rd.&Youngs Ave.) MARTIN H.SIDOR CQUNT'1Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planne ; Date: June 19, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility Application Name: Crescent Beach Condominiums Storage Facility Tax Map Number: 1000-35-8-3.2 Location: 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan ,I Revised Site Plan (Revised: 6/11/14) Grading and Drainage Plans Other (AS BUILT) Proiect Description: This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. *Kindly return the enclosed site plan when you submit your review comments* Thank you for your cooperation. Submission Without a Cover Letter Sender: at,,-e Subject: 1 SCTM#: 1000 - v j U N 19 2014 Date: 4-u•Ae \1:2, Comments: P IP MAILING ADDRESS: PLANNING BOARD MEMBERS *0f SQUrjyO So th hold,NY 1179 11971 DONALD J.WILCENSKI O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS N � Town Hall Annex PIERCE RAFFERTY G �p� 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQ�f m� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 21, 2014 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Dear Mr. Courtier: I am writing as a follow-up to the Work Session held on May 19, 2014 where the Planning Board discussed the above-referenced site plan and determined the following: 1. Provide test hole information on the site plan for an accurate reading of soil types and depth to groundwater to ensure that the proposed drywells are sufficiently located. 2. Provide erosion and sediment control measures on the site plan including the location and detail drawing(s) of the silt fence and/or straw bale erosion and sediment controls; for your convenience a sample storm water management control plan has been sent to you via email. 3. Revise the notation shown on the site plan to correct the spelling of"members" and "in stall storage." 4. As long as there is adequate room to include the information above in a clear and legible manner, only sheet "A-1" of the site plan need be revised. If space on sheet A-1 becomes limited, the information above should be provided on a separate sheet. Please provide a minimum of four (4) prints of the revised sheet "A-1". 0 0 Crescent Beach Condominiums Page Two May 21, 2014 If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, VALkAA Brian A. Cummings Planner 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 19, 2014 4:00 p.m. Southold Town Meeting Hall Applications: ................................................................................................................... .. . ..................................................................................................................................................................................................................................................... .......................................................................................... _ Project name: Crescent Beach Condominiums SCTM#: 1000-35- - 3.2 8 Location: 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Green ort ._...... .. ................. . .... . ......................... .................................................p ................................................P..__._........................ .......... . Description: This site plan is for the demolition of an existing barn and the proposed construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District ............................................................... .................................................g.............. .........................._.........._............................................................................................_........................................................................................................................................................................................................................................... tatus: Pending ................................. .. ......................................................................................._......................................._..................._.............................................................._............................................... .......................................................... .................................................................................... .. ....................... Action: Review site plan & Engineering Inspector's comments. ..................................... .. .................................................................. ......... Attachments: Staff Report ...................................... ......................................... ._. .............. ........................ ....................................................................................................................................._................................................_................. ..............................................................................................................................................................................................................................._......__._......._.......................................... ........... ................................._............................................................................................... ro ect name Harold R. Reeve & Sons, Inc. SCTM#: 1000-140-1-6 J...... . .. ................... ....................... ..........................................................._.........................................................................................................................................._............................................................................................................................................................................................................. .......... Location: 1605 Wickham Avenue, Mattituck ......................................................................................................................................................................................................._..._................................................................................................................................................................................................................................................................................._._...._.......................................................... Description: ' This proposal is for a standard subdivision of a 5.1-acre split-zoned parcel into 4 lots where Lot 1 equals 1 acre inclusive of 0.1 acres of unbuildable land, Lot 2 equals 1 acre inclusive of 0.1 acres of unbuildable land, Lot 3 equals 1 acre inclusive of 0.04 acres of unbuildable land located in the R-40 Zoning District and Lot 4 equals 1.8 acres located in both the R-40 and B Zoning Districts. A 0.3 acre proposed private road--Creek View Lane--is located on the northeast side of the subdivision off of Wickham Avenue. i This proposal includes a Change of Zone Application where the zoning on Lot 4 is proposed to change from the R-40 and B Zoning Districts to the LB Zoning District. .................................. ................. .................................................................................................................................................................................................._.._............................................................................................................................................................................................................................................: Status:. '.._Pendin.g.................................... ......................._....................................................................................... i Action: Discussion regardingChangeof Zone re.._q...uest ...................................................................................................... .. .. ............................................ _. ._.. .. .._ .............. ................................. Staff ReportAttachments: ........................................................... ............................................................. _. ............................................................................................................................................................... ................................................................................................................................................................................_ .................................................................................................................................................................................................................................................................................................................................................................... . ..................................................................................................................................................................................: Project name Moody._&.._To0_nozz........... ...... . SCTM#: ' 1000-98-1-2.6, 2.7,2.8 Location: Leslie Road, Peconic ....................__.._._........._.... ..........................._......__._._.............................._.............................................. .. ..... ..................................... ..................... ._......................................................................................... Description: This proposed Lot Line Modification transfers 1.21 acres from SCTM1000-98- 1-2.7 to SCTM 1000-98-1-2.6 and SCTM 1000-98-1-2.8. Lot 2.7 will decrease in size from 1.21 acres to 0.00 acres, Lot 2.6 will increase from 0.98 acres to 1.59 acres, and Lot 2.8 will increase from 1.26 acres to 1.86 acres. .... ........ ... . ... . ................. .. ... ......... .................. ................... ........ .................. ........ .. .... Status Pendin ......................._. . .. .._........ g ............................................................................................................................................................................................................................................................................................ ......................... _ Action Review referrals, Draft Negative Declaration & Public Hearin comments. ............... ............ ........... ...... ................. ............ . ....................... g Attachments Staff Re.........................ort ......... .. .. .................... _._..._....... . . ........ ........ Project name: James Creek Landing SCTM#: 1000-122-3-1.4 Location: West side of Main Road, approx 280' south of New Suffolk Ave, Mattituck ......... .......... _... . ........ ........ ............. . ..................... ................ .... . ..... Description: This is a Standard Subdivision of a split-zoned parcel into five lots. ........ ................... . _ ................._........._................................................................................................................................................_p........... ............................................................................................................................_................._........................ Conditional Prelim..i.n.. a ..A provalStatus: .... p ............................... ._ ............. ..... Action Review comments from Final Public Hearing. ._ ......... ....... ........ ........ ... ..... .... ..... .. .............................. Attachments: Staff Report . .... . .......... ....... MIT 0C SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR4= MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROADTOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560sll� Fax. (631)-765-9015 �a MICHAEL.COLLINS(c2TOWN.SOUTHOLD.NY.U5 .." JAMIE.RICHTER(a_TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER MAY 14 2014 TOWN OF SOUTHOLD y Donald J. Wilcenski May 14, 2014 Chairman- Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Crescent Beach Condominiums Storage Facility Site Plan 1985 Maple Lane, Greenport, New York 11944 SCTM #: 1000-35-08-3.2 Dear Mr. Wilcenski: As per a request from your office, I have reviewed a Site Plan with a revision date of 4/25/14 for the construction of a community storage facility to serve the Crescent Beach Condominiums Complex. This site plan has been prepared by the office of Brandon K. Hamchuk, Registered Architect. Please consider the following: 1. The Drainage calculations are adequate to contain a 2" rainfall event. 2. A test hole is required to verify the depth to ground water. The LIDAR data we have on file indicates that a 16' contour is prevalent at this site. If this is accurate, the water table should be around elevation 2'. That would put the bottom of the designed drainage at the water table. This design must provide a minimum separation of at least 2'vertically between the water table and the bottom of the drainage casting. 3. Erosion&sediment controls must be provided to control runoff&silt at this site.This item should be located on the site plan and details of proper construction must also be provided. If you have any questions regarding this review, please contact my office. in erely, James A. Richter, R.A. 0 9 MAILING ADDRESS: PLANNING BOARD MEMBERS ``0 soar P.O.Box 1179 DONALD J.WILCENSKI ���`` yQIO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY Q 54375 State Route 25 JAMES H.RICH III Q� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �`om� Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM L r �, �� [ SAY;- 2To: Michael J. Verity, Chief Building Inspector . BFrom: Brian Cummings, Plannero�o Date: May 2, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 The Planning Board has found this site plan application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This site plan is for the demolition of an existing barn and the proposed construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan • 0 MAILING ADDRESS: PLANNING BOARD MEMBERS �O�*OF SO(/ryQlO P.O.Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY Q 54375 State Route 25 JAMES H.RICH III Ql (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORyIrOU a� Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, t8� Date: May 1, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility Application Name: Crescent Beach Condominiums Storage Facility Tax Map Number: 1000-35-8-3.2 Location: 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan Revised Site Plan (Dated: 4/25/14) Grading and Drainage Plans Other (AS BUILT) Project Description: This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Thank you for your cooperation. • Submission Without a Cover Letter Sender: I � Y t MAY - 12014 Subject: CQ SCTM#: 1000 - j Date: Comments: � x � p &wVQ-r 1 b� Brian K Kavanagh 2300 Maple Ln. Greenport ,NY 11944 April 23, 2014 Southold Town Planning Board Main Road Southold,NY 11971 MAY - 12014 Dear Sirs: On Wednesday 4/23/14, Gary Courtier called me and explained that the town board would like to see shrubs(plantings) on the south line of their fence, which would put the plantings on my property. This is fine with me, and I'll maintain them. Also with the understanding that their east fence line will be moved four feet in(west) from property line, and the fence will be a shade of grey with with white trim. Thank you for your support. Sincerely..........Brian K Kavanagh OFSOU MAILING ADDRESS: PLANNING BOARD MEMBERS �� rjyO P.O.Box 1179 DONALD J.WILCENSKI �0 l� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Q Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCOU +r Southold, NY Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 23, 2014 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Dear Mr. Courtier: I am writing as a follow-up to the Work Session held on April 21, 2014 where the. Planning Board discussed the above-referenced site plan and determined the following revisions be made to the site plan: 1. Move the fence line four feet (4') off of the property line towards the rear of the proposed building. The location and design of the proposed 6' fence to run along the remaining three sides is sufficient and does not need to be altered, with the following condition: -- Provide a letter from the owner of the existing R.O.W. to the south of the subject parcel, permitting the planting of a minimum of three (3) 24" Boxwoods every third (3rd) post of the bordering fence on the south property line. The Boxwood plantings can be supplemented with additional landscaping to further reduce the scale of the fence. 2. Provide four (4) Blue Spruce street trees at 5'-6' in height in the front yard along Maple Lane. 3. Relocate the proposed dumpster and dumpster enclosure to the opposite side yard (south), away from existing residence and closer to the existing condominiums. • • Crescent Beach Condominiums Page Two April 23, 2014 4. Provide the following note on the site plan: -- Only members of Crescent Beach Condominiums are permitted to store materials on site, inside or outside. Any boats stored on site are not permitted to be more than 25' in length. 5. Provide a minimum of seven (7) prints of the revised site plan. The Town Engineer and Staff will provide comments following review of the items required above. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly ours, r1� Brian A. Cummings Planner 6 0 vp WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 21, 2014 4:00 p.m. Southold Town Meeting Hall Applications: _................................................................................................................................................... .... Pro ect name Peconic Landing Addition SCTM#: 1000-35-1-25 .......................1........................................................................................................................................................................................9 .. . . .................................................. .................................................. ......................................................................................................................................................................... Location: 1205 NYS Rt. 25, on the north side of NYS Rt. 25, 1,121' east of Sound Road in Greenport. ...................................................................................................................:.............................................................................................................................._................................................................................................................ Description: This amended site plan is for the proposed construction of two new buildings at Peconic Landing, an existing continuing care retirement community with 118 cottages, 132 apartments, 24 assisted living and 32 skilled nursing beds currently. The additions include an 87,426 sq. ft. apartment building with 46 apartments and a parking garage, and a 35,543 sq. ft. nursing home with 33 beds, including a reconfiguration of the parking lot on 144 acres in the Hamlet Density Zonin District ........................................... ..................._.........g.............................. .............................................................._...................................._........................................................................................_....................................................................._................................................. .. Status: Pendin ................................................ ........................................................................................_.........................:............... .........................g _..........................................................................__................................................................................................................................................................................................................................................................... Action: Discuss yield., SEQRA, and public hearing scheduled for Ma 5th ............. .. ........ . ..... . ............. . ........ ......................._... .y...................... ....... . .... ............ttac......_ments.. ...._Staff._Re.port...................................................................................................................... ............................._......................................................................................................................................................................................................................................__..........................._............................. Project name: Laurel Links Maintenance Building SCTM#: 1000-125-4-24.23 Addition ......................_.........................................................................................._:............... .................................................................... ............ __............................................. .................................................................................................................................................................................................... Location: 6400 Main Road., ±1,000 ft. west of Bra Avenue & NYS Rt. 25, Laurel ....... ...... ...._........._................................_...................... ........................... ............ .......................... . ........................ ........ Description: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zonin District ..................... ... ........................................................... . g............_............................... ....................................................................................................................................................................................... Status: Final ......................................................................................... .......................................... . ............................... .......................................................................................................................................................................................... Action: Review final inspection comments. ................................................................................................................... . ... .........................._p..................................................................................._...................................................................... Attachments: .Staff Report...................................................................................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................................................................................................................................................................. Pro ect name 8 Hands Farm SCTM#: 1000-96-2-10.1 ......................J....._........................................................................................................................................................................................................................................................................................ ............................................................................................................................................................................................................. Location: ox ane, utchogue .... ........ ... ............. . ....... .. ... .................. _.. . ...... .......... : Description: This site plan is for the proposed construction of a 60' x 120' (7,200 sq. ft.) metal barn on a 25.69-acre Town of Southold Development Rights parcel and the conversion of an existing 4,200 sq. ft. barn to a farm stand on the adjacent 1.84-acre re ............ parceltwo-story............... 9.................................................................................................... Status: Final Pending.Inspection .. ............. .............................................................................................. ................................ ....... ............................................................................................................................................................................... Action: Review final inspection comments. ... . .......... _. ... .... .......... .... ........ ........ ..._. .. ... .......... .. .. ...... .................................... Attachments Staff Report ...... .... ... . ... ... .............. ............... ...... ...... ...... .... ......... Project name Crescent Beach Condominiums SCTM#: 1000-35-8-3.2 .................... ... .. ...... .........._ __............................................. ......_. . ............... Location: 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport ...... ........ . .. ..... ......... .. .... ........... .............. ......... Description: This site plan is for the demolition of an existing barn and the proposed construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. ......._........ ............ ... __.. .. ___ ... ....................................... ...... _ Status: Pending .. ...... . ........ Action: _ Review referrals rrals . ............ .. ... .._.... ........ ........ Attachments Staff Report .... ............................................... .... .... ..... ...... ........ . ........... ................................ _ P// �` 1 APRIL 18 2014 � ! R1, , � SOUTHOLD TOWN PLANNING BOARD BRIAN K KAVANAGH MAIN ROAD,SOUTHOLD NY 11971 2300 MAPLE LN,GREENPORT DEAR SIRS: On the subject of Crescent Beach Condo Storage property, I asked the board and owners if I could get three foot setback on their south line and three foot on the east line.The east line setback is more important for the access to my back barns,for trucks and trailers to gain entry. I was denied the three foot setback by the owners of the condo for the south line, but they gave me one foot more on the east line,with now is four feet from condo barn S/E corner metal pipe marker. I am in agreement with this change. Brian K Kavanagh APR 2 2-0114 FR0lC� *pG SO�jyo OFFICE LOCATION: Q �� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Q Southold, NY 11971 O Telephone: 631 765-1938 OWN,�� Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Donald Wilcenski, Chair '7",,'17 [ g ddd Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: April 18, 2014 Re: LWRP Coastal Consistency Review for Crescent Beach Condominiums SCTM# 1000-35-8-3.1 This site plan is for the demolition of an existing barn and the proposed construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. 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, it is my determination that the action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item "B" which state: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound(excluding all creeks); Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SU!/T P.O. Box 1179 DONALD J.WILCENSKI ��i y�lO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH III ��lp (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORum�� Southold, NY 1IMM Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 8, 2014 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Close Hearing: Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Zoning District: RR Dear Mr. Courtier: A public hearing was held by the Southold Town Planning Board on Monday, April 7, 2014 regarding the above-referenced Site Plan. The public hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, V Donald J. Wilcenski Chairman • k'K • l CHIEF WAYDE MANWARING (631)477-9801 -STATI 1 1sTASST CHIEF HARRY BREESE (631)477-8261 -STATION 2 (631)477-1943-CHIEFS OFFICE 2ND ASST.CHIEF WAYNE MILLER (631)477-4012-FAX CHAPLAIN C.KUMJIAN THIRD STREET•P.O.BOX 58 TREAS/SECRETARY J.KALIN GREENPORT,NY 11944 Email:gfdfire@optonline.net www.greenportfd.org Organized 1845 April 2,2014 Brian Cummings, Planner Southold Town Planning Board PO Box 1179 Southold, NY 11971 MAY - g M4 Re: Crescent Beach Condominiums Storage Facility SCTM#1000-35-8-3.2 Dear Mr. Cummings: Please be advised that I have reviewed the Site Plan and Building Specifications for the above referenced property submitted by your office. After my review, I see no problem with the proposed construction for the above referenced project. Furthermore, I see no hindrances with the proposed construction should emergency/fire related situations arise. I feel any necessary equipment and apparatus will be able to safely maneuver should our services be warranted. Thank-you for the opportunity to review the plans and building specifications for this project and to offer comments. Respectfully, Waydei anwaring Chief Greenport Fire Department l AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as % 9 Pr 1-77 ROI e Q by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on AQ,; ) '7�L 2.a'/Y I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) MAR 2 8 2014 Gql-4 , Co-�t � Signature g� /0�� Address 67 Date Notary Public `� _ lIMrNN�w�A�C "0/q PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 4/4/14 Re: Proposed Site Plan for Crescent Beach Condominiums Storage Facility SCTM#s: 1000-35-8-3.2 Date of Hearing: Monday, April 7, 2014, 6:01 p.m. 7777 �s+ ■ Compi yp� x ,and 3.Also complete MBhv item 4' rvoctlC[e'd Delivery is desired. Ay m �■ Print our name and address on the reverseso th t we can return the card to you. Ac■ Attach this card to the back of the mailpiece, anted C. D of -• n the front If space permits. D. Is delivery address different from item 1? ❑Ye _ c - 1. Article Addressed to: ro •• o p If YES,enter delivery address below: 13N � ` 3 w W iv WA t,� 0 o 1,2 w �o m 3. Service Type _ja v 13 Certified Mail® ❑Priority Mail Express' O m m� ❑Registered ❑Return Receipt for MerclW .� �+ 1 ' m W ❑Insured Mail ❑Collect on Delivery I lk C 4. Restricted Delivery?(Extra FactW Ys m O 2. Article Numbw.! 3 0 a w o ao �. �rransfarjr# ,.=� 7013 3020 0001 107 8898 o ❑❑❑ � to. PS fionpt 7�j t f01� Domestic Return Receipt O 5 N 70 m z• y CD CD � Kcr CL CaL Poetttye >i 0716 m r_9 C3 in: Certified Fee 03 0110 w o. 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C/ry te,ZIP+4 `y r1�0 • �L`1 0 y � m m �- C3 $ < c m o L ( l o. �c r_1e----------- C3 P � ---- - -- - ---- - - Sneer,apt Ro.; Q - "a CL N or PO Box No. a' r L✓ 1 13130 CL $ kr+ 2 M � 3 O Sent TO < 1 m a WAn p Nbeet Apt W -/� - n ❑ � ❑❑ m ❑ r or PO Box No. �� `) d tC1 C !'r--- �>�. v1D, ? o y c rc �Nll11.1 7.3 iHDlU3HlO' SENDERSECTION , r ■ Complete items 1,2,and 3.Also complete A. Sint re item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X W/'m ❑Addressee so that we can return the card to you. B. R eiv ame) C. Date of Delivery ■ Attach this card to the back of the mailpiece, �N1 0/V or on the front if space permits. liv address n item 1? ❑Yes 1. Article Addressed to: Y ,enter delivery ad s w: ❑ No MAR 2 5 20 l4 �?( vjc-sti,-s 4zn Sell Type Certifl Prior all Express'" late 99O rn Receipt for Merchandise ❑Insure Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number +. (rfarwar from servlc 7 013 3020 0001 1007 8881 PS Form 3811,July 2013 Domestic Return Receipt -Ywli �r I s ICompleto item 1,2,and 3.Also oomplete ' Item 4 ii�iOhOd D dhmry is desired. X t i A Print your=no aril addressonelle reverse Addraasse y so that we'cent rellu n'the card to you. .g, ' fwd C, N•Attach this owd to the back of the mallple-C%. >. the front V spore palmus, '�iclill Addraaaed to 0. Is ddfiv®y Qddtess dH ort ftp item 1.? 13 Ytas I [f YES,er►ter'delivery address below. 13 No 3. $enrloe Type ❑CWU*d Mahe ❑PrkNV Mail Ecpress' a •.CI Reglstded C]Retwn Receipt for Marditendrss 13 Immw Mad ❑Collect on Delivery 4. Restricted Dgvm fF Fk k. 0 Yes ,-- 2. ArtfdOM mb,en; July'.2018 d6rr stip Rotum Receipt _1 i ■ Complete items 1 nd 3.Also complete A. ' Item 4 PReWIX,55d Dellvery is desired. Ct Apant XPrinty6MIMe,and address on the meverse Addressee, so that we.can return the card to you. s received�y�rrmed Nemej c. a of Defl•+ery a Attach this card to,the back of the mailpiece, or on the front If space permits. V 11. Article Addressed to D.Is deliveryaddraes different•from i6m 1? ©Yes LL If YES,enter defivoy addreas below: Cl No t4 V r4,y me,if � 3. Service Type 4 CwthW Mar ©P t lty Man P-Vrme M : ©Ragietered Q Ream RwWpt for Mwehendlae . A Ineured Mall ©.Correct on Dallvety a. tested Celkar pft Fbq 11 Yes HJp. gClq;1 yf�Q9! 8 fr serJrae rabep 7 : P3 Fomt 3$11,July 2013 Domestic Rejum Receipt ■ Complete items i,2,and 8•AIBc complete Agent Item 4 if.Restricted Dellvery Is desired. ,: Q Addressee in print your name and address on the reverse Roam) G,Date of Del'rv�y so that we can return the card to yau. ■ Attach this card to the back of the mailp4ece; . or on the ft+ortt if space permits. b. dlfererafrom item i? CJ Yes i. Article Addressed to: ( if YES,entet'.del"address below: Q No IN /� - )��a t''' r u r I'd c + a. servios Type Q certUled Mall® 13 Prlo tY Mall Dcprewe Q Raglstered Ej Return Receipt}pr Merchandia9 Q Inwped Mau 13Collect on DaGvery d- Restricted Ddvery?P(ft FeO) Q Yes 2. Awole r +tre ; : 7 013 3 G E R - 0 91. 10,-0 :8911 (lPanaTer ilnm serVEC9! ,\. Domestic Return RecelpI .. . . ;:ps;i=orrrt38.11,daly?013 :.- • GARY COURTIER HOME YMPROVEMENT 1602 LAKELAN.D AVE ROHM ,MIA , NY 11716 P - 631 - 563 - 9200 F - 631 - 563 - 5859 FACSIMILE TRANSMITTAL SHEET Mom. TO: MAM �&d= DATE: COMPANY: 4/4/14 TOTAL NO.OF PAGFSS INCLUDING COVER: FAX NUMBER: 4 631765-6640 SENDER'S REFBRI;NCS NUMBER: P90NA NUMBER: YOUR REFERENCE NUMBER: RE 'Lhe Barn 0 FOR REVIEW PLEASE COMMEN f ❑PLEASTS RF,PLY PLEASE RECYCLE Attached you will find copied of the cextified mailings. I will have Garp bx3r�g the o*�nals On Monday.'T'hank yOUI Cummings, Brian A. From: Fisher, Robert Sent: Wednesday, March 26, 2014 3:17 PM To: Cummings, Brian A. Subject: 35-8-3.2 Brian I have no comments about the storage barn for Crescent Beach Condos. 1000-35-8-3.2 Robert Fisher Fire Marshall robert.fisher@town.southold.nv.us MAR 2 7 2014 (631)765-1802 office (631)786-9180 cell CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information.It is solely for the use of the intended recipient(s).Unauthorized interception,review,use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication g t � tA -t � C Elizabeth Thompson,Chairtson Town Hall Annex Reynolds duPont,Jr. O%%ifFDJ - 54375 Route 25 Joseph Lee �p� �'p PO Box 1179 Ronald McGreevymay' Southold,NY 11971 Howard Meinke y Nicholas Planamento 0 Fax(631)765-6641 Mark Schwartz Ap Telephone: (631)765 - 1892 Stephen Geraci �Al �'�� southoldtown.northfork.net James Grathwohl Patricia Butler Town of Southold Architectural Review Committee Minutes 4:00p.m., March 20,2014 MAP 2 6 2014 Town Hall Annex Executive Board Room Members Present: Mark Schwartz, Vice Chairperson; Ron McGreevy; Nicholas Planamento; Stephen Geraci; Brian Cummings, Planner; Elizabeth Cantrell, Secretary The minutes for the November 14,2013 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes,and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. Revisited Applications: • CRESCENT BEACH CONDOMINIUMS STORAGE FACILITY SCTM#: 1000-35-8-3.2 Brian Cummings, Town Planner presented the project for the proposed demolition of an existing barn and the proposed re-construction of a 2,797sq.ft. one-story facility on .41 acres in the RR Zoning District in Greenport. The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. f' zabeth Cantrell, A.R.C. Secretary SCOTT A. RUSSELL a JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765-9015 MICHAEL.COLLINSczTOWN.SOU"fHOLD NY US z x IAMIE.RIC'IITERriiTOWN.SOtJ'1'1101,D NY[JS a MAR 2 4 2014 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski March 21, 2014 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Crescent Beach Condominiums Storage Facility Site Plan 1985 Maple Lane, Greenport, New York 11944 SCTM #: 1000-35-08-3.2 Dear Mr. Wilcenski: As per a request from your office, I have reviewed a Site Plan with a revision date of 1/27/14 for the construction of a community storage facility to serve the Crescent Beach Condominiums Complex. This site plan has been prepared by the office of Brandon K. Hamchuk, Registered Architect. Please consider the following: 1. This site has a Planning Board stipulation dating back to 1980 when the property was subdivided. At that time, the Planning Board determined this parcel of land to be deficient with items such as insufficient lot size. It was then determined that this site be designated for storage use only and that storage must be utilized only by the adjacent condominium complex. Therefore, this storage facility complex would meet that subdivision requirement. 2. 1 have enclosed an aerial of this property for your consideration. As you can see,the easterly corner of this site has an existing concrete Curb line that has not been shown on the Site Plan. Because the property lines shown on the aerial may be out of adjustment with the actual property boundaries this item may not be an issue. I would however request that this line of curb be shown on the site plan to verify if it has any significance with regard to the site layout. 3. Section 280-95 of Town Code requires a minimum Landscape Buffer area of four(4')feet. Pavement lines and the proposed refuse enclosure should be adjusted accordingly. 4. Section 280-95 also requires internal landscaping in parking areas with 20 or more cars. Will this requirement be waived by the Planning Board? 5. Section 280-94 of Town Code requires transition buffers between what would be generally considered non-residential properties and residential ones. Even though this is located in the RR Zone, this Storage Facility would not be considered a residential construction project. Will a transition buffer be considered? Will there be a requirement for screen planting or other site screening considerations to protect the northwesterly residential property? 6. The final parking areas should be shown with pavement markings to delineate parking spaces and concrete curbing should be required at the perimeter to protect perimeter landscaping and/or transition buffers. If you have any questions regarding this review, please contact my office. S' ce ly, Enc: (1) J es A. Richter, R.A. cc: Vincent Orlando,Highway Superintendent ✓ �Or, 4 . . . „ f x t .v r i ' ,M #11614 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 27th day of March, 2014. Principal Clerk Sworn to before me this day of 2014. .LEGAL NOTICE Y Nodm otPaWk Henriaug U NOTICE IS HEREBY MAN that,pur- suant to Article ICV of the Code of the STINA VOLINSKI Town of.Sonthold-a public>he"g'will be held by the Southold Town Planning NOTARY PUBLIC-STATE OF NEW YORK Board, it'ilie Town Ha11,Main Road, No. 01 V06105050 Southold,NewY rk on the 7th day ofQualified in Suffolk County April,20 4 t on t a cluastiou gf the fol< My Commission Expires Fet>fuofy 28, 2016 lowing:.'° 6:0 t"ji�mProposed,Site Plan for Cres- cent °Beach 'Condominivats storage Pacthty,;,Focated�at'19$5vlaple Lane, t2 OQiD sle% 7VY5 Rt:`15,Ji Maple Lane, Grcenpoit;'`"Town`of Southold, County±pfySuffolk,State.of New York. SCTM#si000 35-8-3' Dated:"3/11/14.� BY ORDER OF THE SOL THOLD TOWN PLANNING BOARD Donald 1.Wilcenski Chairman 11614-1T 3/27 • MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SQ�jti P.O. Box 1179 DONALD J.WILCENSKI ��� Old Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH III l (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yMUM�j� Southold,NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 7th day of April, 2014 on the question of the following: 6:01 p.m. Proposed Site Plan for Crescent Beach Condominiums Storage Facility, located at 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-35-8-3.2 Dated: 3/11/14 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, MARCH 27, 2014 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: Tracey Doubrava <toubrava@timesreview.com> Sent: Tuesday, March 11, 2014 2:18 PM To: Kalin, Carol Subject: Re: Legal Ad for 3/27/14 edition of Suffolk Times Carol, I have this and will have published in the 3/27 edition of the Suffolk Times. Thank you. Tracey Doubrava Display Ad Sales Coordinator Times/Review News Group 7785 Main Rd. P.O. Box 1500 Mattituck, NY 11952 P: (631)298-3200 E: tdoubrava@timesreview.com From:<Kalin>,Carol<Carol.Kalin@town.southold.nv.us> Date:Tuesday, March 11, 201412:40 PM To:tr-legals<legals@timesreview.com> Subject: Legal Ad for 3/27/14 edition of Suffolk Times Please print the attached legal ad for the 4/7/14 Planning Board Public Hearing regarding the Crescent Beach Condominiums Storage Facility in the 3/27/14 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax 1 0 • MAILING ADDRESS: PLANNING BOARD MEMBERSO���F SQ(fryOl P.O. Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair ~ � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY • 0 54375 State Route 25 JAMES H.RICH III l (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Comm Southold, NY Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 7th day of April, 2014 on the question of the following: 6:01 p.m. Proposed Site Plan for Crescent Beach Condominiums Storage Facility, located at 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-35-8-3.2 Dated: 3/11/14 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 11th day of March, 2014 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 4/7/14 Regular Meeting: 6:01 p.m. Public Hearing for the proposed Site Plan for Crescent Beach Condominiums Storage Facility, SCTM#1000-35-8-3.2 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this �J-�dayof t V u Vt- , 2014. r Notary lic MELANIE DOROSKI NOTARY PUBLIC,State of New York No.01004634870 Qualified in Suffolk County Commission Expires September 30, �1 • MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SU!/rP.O.Box 1179 DONALD J.WILCENSKI ��� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III �l�`,oU ,� (cor.Main uth d,NY Youngs Ave.) MARTIN H.SIDOR So Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 11, 2014 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Set Hearing: Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Zoning District: RR Dear Mr. Courtier The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, March 10, 2014: WHEREAS, on November 7, 2013, the agent for the applicant, Gary Courtier, submitted an application for site plan review; and WHEREAS, this site plan is for the demolition of an existing barn and the proposed re- construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, April 7, 2014 at 6:01 p.m. for a public hearing regarding the site plan entitled "New Storage Building for Greenport Crescent Beach Association", dated June 11, 2013 and last revised January 27, 2014, prepared by Brandon K. Hamchuk, R.A. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday. April 4th The sign and the post need to be returned to the Planning Board Office after the public hearing. Crescent Beach Storage Facility Page Two March 11, 2014 If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-35-8-3.2; 3. That the property which is the subject of this application is located in the Resort Residential Zoning District; 4. That the application is for the demolition of an existing barn and the proposed re- construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres located at 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, April 7, 2014 at 6:01 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Crescent Beach Condominiums Storage Facility Date: 3/11/14 Crescent Beach Condominiums Storage0acility Notice to Adjacent Property Owners SCTM#35.-8-3.2 1985 Maple Lane Greenport, NY 11944 1. 35.-6-14 2. 35.-6-38 3. 35.-8-3.3 4. 38.-8-1 5. 38.-9-1.2 04-04-M _ SEE SEG NO.030 / 18-24-00 0-0300 N M1 MATCH LINE a rnio, LME N 352= 07-05101 07-24-01 //iC s1 /`'• FOR PCL N0. talz-01SOVdO �+� �y0 �\/// 3o p SEE 0wa2D-0m. 41 05-30-02 t62B-02 �5" /j� O!0 0112-03 �O`� Hrca-�y jy8 T 114)S0M /�-� LQ• T' A2 d ya 12-2603 09- ��i �3� • O s owt 12-04 F -/ 02-19-05 -29-05 >> d 19-05 SGS r♦ iZ < '1r� ,1 r 0302-05 j 6+" 17.1 Ad� A 14 cl f''1pt' 01-05-M -0309 n 221A(c) 10 •Q 1. ,� �y 07-3607 1- 08-14-07 027-09 � c, B a 1y P'rP l' y � � 9• 101 w � v `*'•tP P y1 \ o I O � s std B g',, m I - 9 ♦ � "� � , sy yet b0 1 6(C) 5 4y ,r d 6.2 A g 9 •l. y,�p 3 p� Ta ! d Cj�'Z 2g OC as tto 8 'p C" Cut ,� !`� X41 as 1ac9`ty a �, �` 9 d 4n e d� � ,!' o\ P 4 p • 27.3 �3p,Lcl ® !1 �� 1 \ \ 27.2 \\ 1.1A :'a P P w p2o� ,sem 4* M '9 .° P Se "' ♦1 r qy p - ``vc dti• as 1 / � +� g. Zo•' r ' a e Zy9 $ P � ,8O' >a Pd � �1 o+ �O. j l \'•-� (1 xe'° p 10 Nib it 9 132 29AMC) SIF%NG CEMETERY O 12.9'--�• A2 *' r P j° $'Ao !"' o P ♦y .�`� / TOWN p S ♦y '� ` �•ii_•�-.�.�-. 7.3A(C) / `� !6 °� 1<" - • ,d 4 `\ _ N s7s I ap 17 12.1 Ot` 14.0A(q � �•1 P . 4.4A(C) ,y r `4 ` pi\ • 2 ' S w4- ,y'0,p t •�' .^A9 m GULL 1 10_�gDO". C M a ZM(G a -� 3&NPOND C)12.10 ' �rR1 �t�1 •Pn m 9 w ° m WLET Cu 'L1 C I e 12.11 a12-8 1 ' tea. \. • '°` `� \, aAOLMrTeruw - 0 lopA(C) 't9 P 132 tea 11.9 .,'b I-WC) ,p/ \`� F P P d a am„® �---•-\ - `�\s/� / \"�J TOWN OF •' w ,Q d \ ST AGNES CEMETERY I 1 / SOUTHOLDSEE 09EW' 9SERTA N31B,567 1 \`fb SCALE:1':100 N M.I. L A•F•r>m.u. aw.r.�tM ne. ns tu.A�,. -----_ wro...+u. --m,-- N,e..o:.e u„ --N-- �.aLas vwrMonemNZAur,o.vno 076 NOTICE COUNTY OF SUFFOLK C K "° ` TOM OF SOUTHOLD SECTION NO G (21) r.N. 2 F'•o.ru Vs ——F—— pry or:vu. ——n—— aana a t0 T ' M INTEMANCE.ALTERMON.SALE CR '~ E fIN[e�san o tr.awfal:. --w— 1Wsd Ordtir —NaT-- 2531 A'h Real Property Tax Service Agency Y E tKa,r 4146 nRat M ANr PORnON DE TW County Contor Ithwf mul.N Y 119M m VLLIAGE� 35 N aa../sa.• "�"'- sd..urem, as c+"bw L"ya omats --�-- A.ra.oa su,r.--•-- r•,s 85 _ ABug UWFO COUMTYTA%MAPiSPRONIMTED _ S SGIEMFEfT. M W N6 23 �_ tNSA.a 121A(E)a12.1A "• M6>r•I l:. --•-- urvt..--wY-- AMlAANGE a�A6lerFilFA WINOV—TTENPERMISSIONOFTME �K 1W a ]m yD A 0.16 D •�� 121 A(c) ��"" —___— s....nrmu.. —a-- REAL PROPERTY TAX SERNCE AGENCY EL P oto Ott on ,3a OSTMCTNO 1000 PROPERTY MAP coNYFRswM tMTE Nr 3t.2Ut, 08-20-98 11-27-98 ^ C�`� 01-22-98 M04-98 11-02-00 MATCH LINE 07-08-07 NmZet"' r�aJ '��1p• dy}y0.,f �'� FOR P(1 NO. N352282 • 10-2307 �� SEE SEC, 05-21-02 �i a ayF F s N` tr1 ••` na a• 6$ w ai aQ•e,�: 6 10-10-02 y� $�+f' M1 ,is$ P rowN of souTNaO IN 2-06-02 05-27-03 `• 1 1 �p 4.3A10-17-M s UFFOLK 06-21-04 1y $�°6 �d aeF(P f�OPNEFNfRG/rN 080304 A TOWN a F'9 �'�. 16F O SEE SEC.NO. 132 70-724 SOUhiOLO $•� 9 �. / -18-05 P $ 1 SEE SEC.NO.037 � O 4 1 loop S 1 F 1.13 3;F 3 %. 16 1 27.SA2 ,6 DEMOPmeaAcHM I q6 tP�e 1'` •,eF • 10.7 �� $ a `1 `° O dp m w ♦ ,p (opt O 10.8 F n 10.5 10.9 �P F �'•� 1 ° 0. .�D w as 'CL'-� 10.4 >e 10.8 10.12 w K as ♦6•*. F dr?4P ( �Fto 10.3 10.13 11 F 10X16 .ib Im • .22 .,e y,�1 a 10.14 10.21 a.,9 'F 16 d '7 • 'le 014. �'ur wr 9.1 10.15 J may' 41 °� � 2/1•r 1020 V m gy 4`I�o° �d F P p• '� 1 a 10.18 1.04 'Lt t cm 10.19 �j, 9.3 1 10.17(,V10.18 w 'Z 1.04 9 O •r�,5`• 8: .ISSY{/,' s ut pY_ � 9.1 y DO 16'Pp. 1.OA P• 4"4 �(�{i� ,1 �`-�" �6`•�' tel'• 9 gm wawoNAfEN 13 U \ ;t / /• 4.OA 15 BA CRE-8rteE/��CON00. � CLEAVES PONT 92A (FORUMMSEE\ CONMON CONDO. _ cl SEC.ND-93 e-1W��7J1C1 ` P (ca.AR.wl viwLiOECONDO. SEE SEC,NO.132 Z (FOR UWTS SEE SEC- (COMNONAREl1) O p NO.W/2 BLOCK 01) O (FOR UMTS SEE SEC. pRt M FD•26 NO.03825LOCK02) P.D.65 N 31,.[82' w N 182 L Pw^Mv nNYs LYIer Wih na ryerluruue --N-- mr SECTION NO G -�- (21) w. � , -_._- NOTICE COUNTY OF SUFFOLK © K m' 1aRNOF drew.,eo.,. raewna ne PnLawno�nxrs: sOUT11O(D (( Real Property Tax Service Agency r 38 E eur:�rrt:r od0.w� v W�QrieL� --'�-- IYsaQrielw--rar-- rrse 2031'02 Nrowrt � OrANTElR10N OLTMtAT KSALFAE ♦ ` E NLLAGE OF N a..�nd. "-„--- x..rra..��, m m.+r u.. -- w.awu.. --�-- rrrr�ow�--.-- r..s slsraKoourrtyrwx ry LS PRwuerlEn Gun GM�r p �.w b w. tz�w(alr riu u•• --- --.-- v.�u.--wv-- ..�+.+z eta �` wTWIRwRrtrfNPERwgsipN OFTrE h RNwRr�,N1'11701 M ays X91 iv ---- yx m A aranuct ro BMs ' _ .... .•w-a.w�-. r..c.-*aur.. - - AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 4/4/14 Re: Proposed Site Plan for Crescent Beach Condominiums Storage Facility SCTM#s: 1000-35-8-3.2 Date of Hearing: Monday, April 7, 2014, 6:01 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date,place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated,proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town,which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant,petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property,which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date,time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 CRESCENT BEACH CONDOMINIUMS SITE PLAN FOR CRESCENT BEACH CONDOMINIUMS STORAGE FACILITY 1 000 -35-8 -3 . 2 Site Plan for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. MONDAY - APRIL 7, 2014 - 6 : 01 P. M . • • MAILING ADDRESS: PLANNING BOARD MEMBERS �F SO�rG P.O.Box 1179 DONALD J.WILCENSKI �0�� '710 Southold,.NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III '� • �O (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORSouthold,NY �y00UNT'1,�� Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 24, 2014 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Proposed Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Dear Mr. Courtier: The Planning Department is in receipt of the materials submitted February 19, 2014 regarding the above-referenced site plan application. With regard to the Work Session held on December 2, 2013 and the subsequent Planning Board letter dated December 4, 2013, the application is now complete and is accepted for site plan review. The Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, z Brian A. Cummis Planner • MAILING ADDRESS: PLANNING BOARD MEMBERS *QF SO(/ry P.O. Box 1179 DONALD J.WILCENSKI ��`� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �Q 54375 State Route 25 JAMES MARTIN H. RICH III IDOR li�' (cor. Main Rd. &Youngs Ave.) COU � Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: February 24, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-35.-8-3.2 • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SO P.O. Box 1179 DONALD J.WILCENSKI ��� y�l Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III1� �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Comm� Southold,NY Telephone: 6.31 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner® Date: February 24, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility Application Name: Crescent Beach Condominiums Storage Facility Tax Map Number: 1000-35-8-3.2 Location: 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other �l Site Plan (Dated: 1/27/14) Revised Site Plan (Dated: ) Grading and Drainage Plans Other (AS BUILT) Project Description: This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Thank you for your cooperation. • • MAILING ADDRESS: PLANNING BOARD MEMBERS *rjF SO!/r P.O.Box 1179 DONALD J.WILCENSKI ��� plo Southold, NY 11971 Chair AL OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III '��l �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��'DU �� Southold,NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planne�e Date: February 24, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-35.-8-3.2 • • MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SO(/ly P.O. Box 1179 DONALD J.WILCENSKI �0� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTYi 54375 State Route 25 JAMES H.RICH III �� • (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCOUN�y,� Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner Date: February 24, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING ADDRESS: PLANNING BOARD MEMBERS �pF so P.O. Box 1179 DONALD J.WILCENSKI h0� OP Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY G @ 54375 State Route 25 JAMES H.RICH III �l �� cor.( Main Rd. &Youngs Ave.) MARTIN H.SIDOR y�'�UIVT`1, Southold, NY Telephone: 631 765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson, Architectural Review Committee From: Brian Cummings, Planner Date: February 24, 201A'-",- Re: 01��Re: Request for Review: Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000 s/e% NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 The Planning Board refers this site plan application to your committee for your review and comments. This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Thank you. Encl.: Site Plan Site Plan Application Building Elevations • MAILING ADDRESS: PLANNING BOARD MEMBERS SQ(/TP.O. Box 1179 DONALD J.WILCENSKI � Old Southold, NY 11971 Chair l�L l o OFFICE LOCATION: WILLIAM J.CREMERSCATown Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH IIIQ� • �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCQUIr 11� Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 24, 2014 Chief Greenport Fire Department P.O. Box 58 Greenport, NY 11944 Re: Request for review on: Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 Dear Chief: The enclosed site plan application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, vN�ic Brian Cummings Planner Encls.: Site Plan Application Site Plan Building Specifications MAILING ADDRESS: PLANNING BOARD MEMBERS *QF SQ!/rP.O. Box 1179 DONALD J.WILCENSKI ��� �� Southold, NY 11971 Chair OKI OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III Q� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �COUNV I Southold, NY Telephone:631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: February 24, 2014 Re: Site Plan for Crescent Beach Condominiums Storage Facility 1985 Maple Lane, ±2,000 s/e/o NYS Rt. 25 & Maple Lane, Greenport SCTM#1000-35-8-3.2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for the demolition of an existing barn and the proposed re-construction of a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Submission Without a Cover Letter Sender: ("-e s )' ✓ e4 cL (o--t f,4o'-j C�Ar ) Gk.7 Lfur��t-� 63'- -F-Yz- 807.6 Subject: ' a C s 1-p11 f t z � �/j'v.��►'. SCTM#: 1000 - Z Date: Comments: FEB 19 2014 G S E }s 1 l �O b L'd�`'U�iP ice-►P,�-�t�ter' r�-� dl,!J I ^a �h p V •v �y� S � p k z ' h terve,,f G r" S �' C lev.r o, • • MAILING ADDRESS: PLANNING BOARD MEMBERSO� rjF SQU,GOI P.O. Box 1179 DONALD J.WILCENSKI '7 Southold, NY 11971 Chair � � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORCOwn Southold,NY I�', Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 4, 2013 Mr. Gary Courtier 1602 Lakeland Avenue Bohemia, NY 11716 Re: Site Plan for Crescent Beach Condominium Storage Building Located at 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25, Greenport SCTM#1000-35-8-3.2 Dear Mr. Courtier: I am writing as a follow-up to the Work Session held on December 2, 2013 where the Planning Board determined that the above-referenced site plan application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Provide a photometric plan pursuant to §172 of the Town Code for all proposed exterior light fixtures on site. The photometric plan should provide minimum and maximum foot candle measurements for all fixtures on site in order to demonstrate that no foot candle measurement exceeds 5.0 and is no greater than .05fc at all property lines. Please refer to §172 of the Town Code for further details. 2. Provide a Short Environmental Assessment Form (EAF) for the proposed application. Please note that a new EAF was enacted by the NYSDEC in October 2013. a. The Short EAF mentioned above can be found at: http://www.dec.ny.gov/permits/6191.htmi 3. Provide contours on the site plan at two (2) foot intervals or spot elevations to ensure that the proposed grading and drainage plan is sufficient. 4. Remove the "office"from the site plan and revise the plan to include this bay as a standard storage bay. Crescent Beach Condominiums Storage Page Two December 4, 2013 Once the items listed above are received by this department, a letter will be provided acknowledging that the application is now complete and the full review process may begin. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, ��IW v(V)py-\I 1 S Brian Cummings Planner � t l -C� 0 0 Submission Without a Cover Letter Sender: q. (d l.Ir � i f rl i- 3? Z- 076 Subject: SCTM#: 1000 - + Date: Comments: NOV — 72013 y L U `_ c All, GARY COURTIER HOME IMPROVEMENTS , N Y 10/29/13 To Whom It May Concern, The razing of the barn is part of a capital improvement project for Crescent Beach Condominiums property. Sincerely, Gary Courtier 1602 LAKELAND AVENUE, BOHEMIA, NEW YORK 11716 TEL: 631-563-9200 - FAX: 631-563-5859 W W W . G A RY C 0 U RT I E R . C 0 M GARY COURTIER HOME IMPROVEMENTS ON Yt 1602 LAKELAND AVENUE, BOHEMIA, NEW YORK 11716 TEL: 631-563-9200 - FAX: 631-563-5859 W W . G A R Y C O U R T I ER . C • .0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 22, 2013 4.00 p.m. Southold Town Meeting Hall 4:00 p.m. Executive Session: Town Attorney conference 4:45 p.m. Applications: .._..........................................._..................................................._......................_.....__. . . Project name Corazzini Richard SCTM#: 100 _..........._.....I...........__.._...................._.._._._......._..._..__....................._._....._..._...._....._.._._.......__...........__..-._.__........_...__................................_..._.........................................._......_..._......--...__._..1 ...................._0-84-1...-32:_x_.........................—........_..._...... Location: t 6245 Cox Lane, Cutchogue_ _._.._.........._.._............_....._....._......._.........................................1..._......_._...._........_...._.............--_..._..- —...,__.................--_.--._. ._............._.._......----..................._...._._....................._....._._...................................................._._.................. --................._. Description: ; This proposed site plan is for a 2,520 s.f. addition to an existing 3,150 s.f. ....................._.............._....._................... ..__............._..._......_building for_office space-and storage on a6.8 acre parcel in the LI Zone. ...............__._................._............._; Status: Pendin ._ ..... ._......._....._.....g ........---..................._.._ ......... _............._............._....................__........._.. ..............._.........._.......__ ......_..----._.................._...._...................... Action: Review referrals. 1 _. _._._...... .._........_.._...................._........_...._................_�. ...._..__.._.._.....__._...__�...................................__.._.........._.............._...._._.._............................._..............................................._.._......................._.. ......--.......................................__............................ _....._ Attachments: Staff Report .............._........._...._.........._....--........_._..._.__..._.................. ....__......_—._.._.._._..__..__... .___.......__..__..__._...- -_....._..._....... _....._.._. --- _ ___.................._......_ .._.........-....... ..._.� Project name:................................. Peconic..._Recyclina &..._Trans ferlSCTM : 1000-95-2-5 ..l.._ .........�..._ # ._._._.._.... - .................... Location: r 560 Commerce Dr., at the intersection of Cor orate Rd. & Commerce p ................._._..................__.................................... ........................_D_r...,..._C u tc h o g u e_._.._................. -...........................----.........._....-._.........._........--....--....................-................_._.._........_............_..-_................_..__-_._........_.....- .._.__._..... Description: This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone. .......... ............. ........... ............... ..........._.. _.__._.._.....__._..._...._......... Status: 1 Approved Site Plan _...._..._......_..._..................._ --- ......--- ........ .... ..... ........_ _ ...._... ._................................ Action: Review revised photometric plan. .. .........................._.......... _.._....._............ ---..................._.. _..__........ ...._..............................._..............._........_.............................._.............................-._........_.............._._..........................._ Attachments: ' Staff Report _ - ......._....._._._..................................... _......................,. ..... ......... _. _...................._........................................................................._................................ __............................._.......... ......__..._.. _..._.................__................._._........ � ...................._..._.............__........................................................... ---.................._...._._.............._...__..__.............._......_...._.._._._......._.........................._._.............__..._......................_.............._..._................_._..._......_........_........--.--..__._.................._....._................._............_............._._._.-...._......_. Project_name: ; 67 Ste s Vine and JEMCO SCTM#: 1 1000-35-1-24 P .. _ _Y .. _................_............ .............._�........._......._..__._....._...--{----................................._.._.__ ......__..._........................_...... .. ....__� Location 825 Main Road, Greenport .......-----................... ................... ................................_.................... _._.._._escription ............_._..._.__This site plan is for construction of a retail winery _............._.............................._................_...._....._........._.........__........__...... Status Approved Site Plan ......... ...............__.............--....--........................_,......_.._......._....._....................................................................................................................-.......................................................... .......... Action: Review comments from Final Site Inspection._ _.._.........._..._..__ ........................................................................................._.............._. __. ttachments Staff Report ._........................................................_..._..................................._.....;........................................_..........._.........._...........................----.............._..__._................ _..........................._......_.... - --- ................_-;_Y._......_.....__............_.._.._......__._........._........- --__...._.._.. ._......................., Proect name: ; Sherwood House Vineyards 1 SCTM#. 1000-100-4-5.3 Location 2600 Oregon.......................Road. Mattituck Description: ; This site plan is for an outdoor wine tasting patio & associated arkin ; ..._...._..__.........................P......._.._........_....g...._....._.....; i Status Pendin _.......g ............................_...._............_...................... .... ........................ ........_............... ..............._........................... ..... .._... ...................... .................... ............... ....._.._...... ........................... _ I..._Action: Review for a determination. ........................._......................._.._................_...__._..................................................................................._..........................._._._. ------ Attachments: Staff Re _.ort...._...................._........................... Discussion: • Ovsianik Change of Zone Application — comments to Town Board • Pre-submission: Harbes Family Farm, SCTM#1000-120-1-3 • Pre-submission: Crescent Beach Condos. Storage Building, SCTM#1000-35-8-3.2 • Local Law re: Marine District 11 & Plum Island Zoning — review Planning Report WPLED13N/PC0 creates:02/20/2014 LED 10W&13 Wallpacks. 3 cutoff options. Patent Pending thermal Color:Bronze Weight:3.3 lbs management system. 100,000 hour L70 lifespan. 5 Year Warranty. L a i— LED Info Driver Info Li Wafts: 13W Type: Constant Current Color Temp: 4000K(Neutral) 120V: 0.13A Color Accuracy: 86 208V: N/A .. .^.� L70 Lifespan: 100000 240V: N/A LM79 Lumens: 673 277V: N/A 77-7 Efficacy: 45 LPW Input Wafts: 15W ®"" Efficiency: 87% Technical Specifications UL Listing: Color Consistency: Suitable for Wet Locations as a Downlight. Suitable for 3-step MacAdam Ellipse binning to achieve consistent Damp Locations as an Uplight. Wall Mount only. fixture-to-fixture color. Suitable for Mounting within 4ft. of ground. Color Stability: Photocell: LED color temperature is warrantied to shift no more 120V Photocell Included. Photocell is only compatible than 200K in CCT over a 5 year period. with 120V. Color Uniformity: Lumen Maintenance: RAB's range of CCT(Correlated color temperature) The LED will deliver 70% of its initial lumens at 100,000 follows the guidelines of the American National hours of operation. Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products,ANSI C78.377-2008. Cold Weather Starting: The minimum starting temperature is-40°F/-400C. Green Technology: RAB LEDs are Mercury and UV free. Ambient Temperature: Suitable for use in 50°C(122°F)ambient temperatures. Dark Sky Approved: The International Dark Sky Association has approved Driver: this product as a full cutoff,fully shielded luminaire. Multi-chip 13W high output long life LED Driver Constant Current, Class 2 100V-277V, 50/60 Hz. For use on LEED Buildings: IDA Dark Sky Approval means that this fixture can be Surge Protection: used to achieve LEED Credits for Light Pollution 4KV Reduction. Color Temperature(Nominal CCT): Patents: 4000K The design of the LPACK is protected by U.S. Pat. Fixture Efficacy: D604,004 and patents pending in Canada, China and Taiwan. 44.6 Lumens per Watt IESNA LM-79&IESNA LM-80 Testing: Color Accuracy: RAB LED luminaires have been tested by an 86 CRI independent laboratory in accordance with IESNA Finish: LM-79 and 80, and have received the Department of Our environmentally friendly polyester powder coatings Energy"Lighting Facts"label. are formulated for high-durability and long-lasting color, Gaskets: and contains no VOC or toxic heavy metals. High Temperature Silicone. RAM L I G H T 1 N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright 02014 RAB Lighting,Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 1 of 2 i • WPLED13N/PC-continued Created:02/20/2014 Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five(5)years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. See our full warranty . Equivalency: The WPLED13 is Equivalent in delivered lumens to a 100W Metal Halide Wallpack. HID Replacement Range: The WPLED13 can be used to replace 70-15OW Metal Halide Wallpacks based on delivered lumens. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act(ARRA)Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act--Construction Materials(October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. RAB L I G H T I N G Tech Help Line:888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright(02014 RAB Lighting,Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 2 of 2 ALED13N • � Created:02/20/2014 ALED Area Light mounts to 4"square steel poles at 15-20'.1 to 4 Color:Bronze Weight:3.3 lbs ALEDs can be mounted to each pole.IESNA Full Cutoff,Fully shielded optics.5 year warranty. LED Info Driver Info Watts: 13W Type: Constant Current Color Temp: 4000K(Neutral) 120V: 0.13A 71 Color Accuracy: 86 208V: 0.08A L70 Lifespan: 100000 240V: 0.07A LM79 Lumens: 673 277V: 0.06A Efficacy: 45 LPW Input Watts: 15W Efficiency: 87% Technical Specifications UL Listing: IESNA LM-79& IESNA LM-80 Testing: Suitable for wet locations. RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA Lumen Maintenance: LM-79 and 80, and have received the Department of The LED will deliver 70% of its initial lumens at 100,000 Energy"Lighting Facts" label. hours of operation. Color Consistency: IES Classification: 7-step MacAdam Ellipse binning to achieve consistent The Type III distribution is ideal for roadway, general fixture-to-fixture color. parking, and other area lighting applications where a larger pool of lighting is required. It is intended to be Color Stability: located near the side of the area, allowing the light to LED color temperature is warrantied to shift no more project outward and fill the area. than 200K in CCT over a 5 year period. Warranty: Color Uniformity: RAB warrants that our LED products will be free from RAB's range of CCT(Correlated color temperature) defects in materials and workmanship for a period of follows the guidelines of the American National five (5)years from the date of delivery to the end user, Standard for Specifications for the Chromaticity of Solid including coverage of light output, color stability, driver State Lighting (SSL) Products,ANSI C78.377-2008. performance and fixture finish. See our full warranty . Effective Projected Area: Housing: EPA= 0.2 Precision die cast aluminum housing, lens frame. Ambient Temperature: Gaskets: Suitable for use in 50°C (122°F) ambient temperatures. High temperature silicone. Cold Weather Starting: Finish: The minimum starting temperature is-40°F/-40°C. Our environmentally friendly polyester powder coatings are formulated for high-durability and long-lasting color, Driver: and contains no VOC or toxic heavy metals. Multi-chip 13W high output long life LED Driver Constant Current, Class 2 100V-277V, 50/60 Hz. Green Technology: RAB LEDs are Mercury and UV free. Surge Protection: 4KV Patents: The design of the ALED is protected by patents pending in Canada, U.S., China and Taiwan. RAM L I G H T I N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright 02014 RAB Lighting,Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 1 of 2 • Created:02/20/2014 ALED13N-continued Equivalency: The ALED13 is Equivalent in delivered lumens to a 50W Metal Halide Area Light. HID Replacement Range: The ALED13 can be used to replace 35-70W Metal Halide Area Lights based on delivered lumens. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act(ARRA)Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act--Construction Materials (October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. RA&B L I G H T 1 N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright 02014 RAB Lighting,Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 2 of 2 1.888.404.2744 10 LIVE CHA1 LightingUnlverse ! _ 41 Search for lig g fixtures search a lift company l eiling Lights Wall Lights Outdoor Lighting Fans Lamps Commercial Lighting Track Lighting Accent Lights Light Bulbs More... Sale � � 4W 1-bme>Lighting Fixtures>Outdoor Lighting>Outdoor Calling Lights>Outdoor Sconces>Fleath-Zenith SL-4144 tvlotbn Activated $+,� Tweet Like Heath-Zenith SL-4144-NB Motion Activated New England -- Carriage Signature Decorative Outdoor Sconce, Brushed Nickel Part of the Signature Collection by Heath-Zenith 11 Customer Review s Write a Review l' i; it List Rice $}}2-e6 _ Price $67.00 You Save $45.08 You Earn 67 Reward Pbints Ships Dec 16th-Dec 17th Finish Mwhsd INIsMaI Ouuantity -1m I Need Volume Pricing? 4896065S Add to Cart AMve muse over Image to zoom in Add to Compare i Add to Wish List Add to Project Return Policy Dimensions&Weights Product Description Coordinating Items Width: 6.875 inches This product by Heath-Zenith has a brushed nickel finish.Features clear Heath-Zenith SL- glass.For use with one 100-watt clear incandescent bulb.Part of the 4160 Projectlon: 8'/:inches Signature collection. $46.91 Height: 14.875 inches New England Carriage Decorative Lantern • 150°motion sensor. Quick LWM • Detects motion up to 30 feet away. Heath-Zenith SL- - Dual-bright 24ml lighting. 4191-BK Dimensions Q g,A • 5 Year warranty. $41.78 • Mostly assembled. Accessories Manuals . Weather resistant finish. Reviews Brand Info Heath-Zenith SL- Gla as: Clear 4166 Light Bulb: (1)100w All9 Med C Incand $68.00 [Compare Bulbs] fl Q S Materials: Metal Voltage: 20volt Installation: Damp Locations[Explain] Customers ultimately Buy y W C4 N r Listing: ®,Eco-Friendly,Quick Ship, 65%buy � Energy Efficient Maxim Lighting 313 Outdoor Lighting Features Dusk to Dawn Santa �� p �ar+� r� r / Bulb sold separately $64.80 Shop Accessories , Heath-Zenith SL-4144 Motion Activated New England Carriage _city Price $415.ots Maxim Lighting Light Bulbs • 1025 Ou... $23. $23.21 Buibrite EcoHalogen Type A Halogen Bulbs Pack of 12 $58.00 5%buy You Save Maxim Lighting d Up To$170.28 4009 Dover $160.20 t 3%buy Bulbrite CF/LM Energy Wiser®Low Mercury Integrated CFL $36.00 Designers Fountain Mini Coil Light Bulbs Pack of 6 You Save P218C Up To$26.10 $53.50 1 L.j` $67.00 Add to Cart Customer Reviews 5 star: (5) Average Customer Review 4 star: (6) 4.5 out of 5 3 star: (0) 2 star. ,(0) Read all 11 customer reviews 1 star: (0) Write a Review 1 2 i( Next 1, LLL���JJJ«` Great for the price By Stephanie R.from Benicia, CA on Jul 16,2010 Practical Nice look.Motion sensor,dimmer and auto on/off are great features. Low price.Except for slight confusion in figuring out how to set the dimmer and on/off,no concerns. In fact,we purchased 4 to use around the outside of our house and I'm quite happy with how they look and work.While this light would never be chosen to adom a mansion,I find it suits our little 1980's track home nicely,without looking cheap. How would you rank the overall product value? How would you rank the overall product quality? Almost Perfect Almost Perfect Was this review helpful to you?59 Nice light By Audrey A.from Chicopee, MA on Dec 09,2009 The light is nice however,it is a much lighter brown color than it looks on the computer. I thought that is would be an oil rubbed bronze color but it is actually just brown How would you rank the overall product value? How would you rank the overall product quality? Almost Perfect Almost Perfect Was this review helpful to you? Outdoor Lantern By Janet J.from Sayville, NY on Nov 18,2009 Casual Do-k-Yourseffer Nice quality. Like the color and size-this product has a neat feature that allows the light to have a soft glow and then go bright when it detects motion.I would reccommend this to others-I am acutually thinking about ordering two more-one for over my garage and one for our side door. How would you rank the overall product quality? How would you rank the overall product value? Almost Perfect Almost Perfect Was this review helpful to you? Nice Looking and Operates as Stated By horsinround1974 from Sumner,WA on Jan 17,2012 Casual Do-k-Yourseker INS ,ni.% 1�Sf �� t s,`r .A "�: .'�h 1 i' ¢ 4 •.�, � °'`�ti^ ��X30''` " a, y '��. � �, �� . 9,p,u .00 I-., ..- c� r'r ��axi ��� �iea�f �; �Yk • s "r�,.• +, �+.,.:yaro, . t a' `k ryry ' • ,. � �'" y ice.; f'�`^ ;rl i e..,* , 1, "• ... t� If a' / ,Mp {.fel !dh .,ol a� .� •.J" ' ,7f .� � �,� a , fi Aw 1 011, f ! ' ° �^ .tel 'S S"rd'a { � :♦ •1 t* 'y�y�� �"�' ��,Yr ,S ;�, Ali /,rr :� rPGsZ t.a. a•-3 �. - � y. 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NEW SP:$500JACRE&.10/SF, AMENDED SP:$250.+.1 O/SF, AGRIC SP:FLAT$500 FEE AMOUNT:($ .00 X =$ )+($.10 X SF=$ )=$ NEW APPLICATION WORK SESSION(WnWIN 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N / ! APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUILDING DEPARTMENT MEEETING 100-254B3(WITHIN 30 DAYS) NOTES: REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS--W/P) STZBA_STBD_,STCIfB_,JH-STBT--STE_,SCDHS_,NYSDEC_,USACORPS_,NYSDOT_SCWA_,SCPD_,SCDPW_,LWRP_ RESPONSES NOTES LEAD AGENCY: TOSP&_,OTHER:_REVIEW;PARTi_,PART 2_,PART 3_,SHORT EAP_,LONG&AF_ -/ NOTES: ACTION TYPE:COORDINATED:— UNCOORDINATED:— (TYPE1:_TYPE2: UNLISTED:_) REFERRED TO:STZBA_,STBO_,STCrrB._,JH_STBT ,STE_,SCDHS_,NYSDECUSACORPS_,NYSDOT ,SCWA ,SCPO_,SCDPW SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DAT NOTES ARCHITECTURAL REVIEW COMMITTEE: / ! LWRP COORDINATOR: BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: TOWN ENGINEER APPROVAL: 94 DEROF TRANSPORTATION:DOT­,DPW_, TOS_ / / —!—/— SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OF HEALTH:PERMIT OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEALM BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAL/SPDES PLANNING BOARD DECISIONS: DENIED: APPROVED: CONDITIONAL FINAL: FINAL: NOTES ENDORSEMENT OF SITE PLAN: FIELD INSPECTION FOR C/O: / DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT / / OWN ENG / GENERAL NOTES: 10/4/2005 SOUinold Planning Department artment StOReport Site Plan Application Work Session Date August 4, 2014 Prepared By: Brian Cummings I. Application Information Project Title: Crescent Beach Condominiums Storage Facility II. Action Review all staff and engineer comments. This site plan is for the demolition of an existing barn and the proposed construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. III: Analysis With reference to the Planning Board letter dated July 3, 2014: 1. Revise the notation shown on the site plan to correct the spelling of"members" and "in-stall storage." Submitted: The notation referenced above has been revised as required 2. Provide drainage structures that maintain at least a 2' separation from the groundwater table. The proposed drainage structures are designed to be ±1'6" from the water table. Submitted: four (4) 12'x 3' deep drywells with open grates are now being proposed and located on the site plan. The groundwater separation distance is now 59" which is sufficient 3. Provide a greater pitch in the location described by the Town Engineer in order to ensure that storm water will effectively be directed to the correct drainage locations. Submitted: the proposed grade of the parking area in the described location has been altered to provide a greater pitch; ensuring storm water run-off will be making its way to the provided drywell pools. V: Staff Recommendations All site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at tonight's, August 4, 2014 public meeting. 1 Soulold Planning Department St'll Report Site Plan Application Work Session Date May 19, 2014 Prepared By: Brian Cummings I. Application Information Project Title: Crescent Beach Condominiums Storage Facility II. Action Review all staff and engineer comments with reference to the revised site plan. This site plan is for the demolition of an existing barn and the proposed construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. III: Analysis With reference to the Planning Board letter dated April 23, 2014: 1. Move the fence line four feet (4') off of the property line towards the rear of the proposed building. The location and design of the proposed 6' fence to run along the remaining three sides is sufficient and does not need to be altered, with the following condition: Submitted: the fence proposed along the rear property line has been moved 4' off of the rear property line as required. -- Provide a letter from the owner of the existing R.O.W. to the south of the subject parcel, permitting the planting of a minimum of three (3) 24" Boxwoods every third (3rd) post of the bordering fence on the south property line. The Boxwood plantings can be supplemented with additional landscaping to further reduce the scale of the fence. Submitted: A letter has been provided by Brian K. Kavanagh (neighbor) permitting the planting of Boxwoods on his property and stating that he will maintain the plantings. 2. Provide four (4) Blue Spruce street trees at 5'-6' in height in the front yard along Maple Lane. Submitted: Four (4) Blue Spruce @ 5' high have been provided on the site plan in the front yard along Maple Lane. 1 • • 3. Relocate the proposed dumpster and dumpster enclosure to the opposite side yard (south), away from existing residence and closer to the existing condominiums. Submitted: The dumpster and dumpster enclosure has be relocated to the southerly property line as required. 4. Provide the following note on the site plan: -- Only members of Crescent Beach Condominiums are permitted to store materials on site, inside or outside. Any boats stored on site are not permitted to be more than 25' in length. Submitted: the note listed above has been included on the revised site plan as required. Town Engineer: 1. The Drainage calculations are adequate to contain a 2" rainfall event. 2. A test hole is required to verify the depth to ground water. The LIDAR data we have on file indicates that a 16' contour is prevalent at this site. If this is accurate, the water table should be around elevation 2'. That would put the bottom of the designed drainage at the water table. This design must provide a minimum separation of at least 2' vertically between the water table and the bottom of the drainage casting. 3. Erosion & sediment controls must be provided to control runoff & silt at this site. This item should be located on the site plan and details of proper construction must also be provided. V: Staff Recommendations 1. Require the applicant to provide test hole information to verify the depth to ground water, ensuring that the proposed drywells are sufficient. 2. Require the applicant to provide erosion and sediment controls to contain runoff and silt on site during construction. This item should be located on the site plan and details of proper construction must also be provided. 3. The recommendations listed above would only require the first sheet of the proposed site plan be revised; therefore, if all information necessary can legibly fit on sheet A-1 of the site plan, it's recommended that the Board require the applicant to revise only sheet "A-1" of the site plan and provide a minimum of four (4) prints of sheet A-1. 2 Soutfold Planning Department SttReport Site Plan Application Work Session Date April 21, 2014 Prepared By: Brian Cummings I. Application Information Project Title: Crescent Beach Condos Storage Facility Il. Action Review all staff and agency comments. This site plan is for the demolition of an existing barn and the proposed re-construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District, Greenport. III: Analysis 1. April 7, 2014 Public Hearing: a. Concerns were raised regarding the color of the proposed fence and supplemental plantings along the outside of the fence, a minimum of 3' from the property line. b. The Public Hearing was closed 2. Zoning Board of Appeals (ZBA) a. February 28, 1980 (file #2661) a. Insufficient lot size as a part of an approved Planning Board subdivision b. #2661 Granted with two (2) conditions: 1. Approval from the Southold Town Planning Board 2. That the existing buildings, and any future proposed structures, on the subject parcel, (known as Lot No. 4) be used only for storage or for conferences by the proposed purchaser Crescent Beach Condominiums, and shall never be used as living quarters or multiple-family, or single-family residence(s). 3. SEQRA Type II: 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a 1 • • use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; 4. Town Engineer a. This site has a Planning Board stipulation dating back to 1980 when the property was subdivided. At that time, the Planning Board determined this parcel of land to be deficient with items such as insufficient lot size. It was then determined that this site be designated for storage use only and that storage must be utilized only by the adjacent condominium complex. Therefore, this storage facility complex would meet that subdivision requirement. b. I have enclosed an aerial of this property for your consideration. As you can see, the easterly corner of this site has an existing concrete curb line that has not been shown on the site plan because the property lines shown on this aerial may be out of adjustment with the actual property boundaries this item may not be an issue. I would however request that this line of curb be shown on the site plan to verify if it has any significance with regard to the site layout. c. §280-95 of Town Code requires a minimum landscape buffer area of four (4') feet. Pavement lines and the proposed refuse enclosure should be adjusted accordingly. d. §280-95 also requires internal landscaping in parking areas with 20 or more cars. Will this requirement be waived by the Planning Board? e. §280-94 of Town Code requires transition buffers between what would be generally considered non-residential properties and residential ones. Even though this is located in the RR zone, this Storage Facility would not be considered a residential construction project. Will a transition buffer be considered? Will there be a requirement for screen planting or other site screening considerations to protect the northwesterly residential property? f. The final parking areas should be shown with pavement markings to delineate parking spaces and concrete curbing should be required at the perimeter to protect perimeter landscaping and/or transition buffers. Staff: After further discussion with the Engineers office, the proposed drainage is insufficient for the proposed asphalt and building area pursuant to §236. Being that additional revisions may be required it is recommended that the Applicant provide a revised drainage schematic for the site once landscaping and paved surface areas are settled, complete with revised drainage calculations for a 2" rainfall pursuant to §236 of the Town Code. 5. Fire Marshall a. No objections or modifications to the proposed site plan. 6. Greenport Fire District 2 0 • a. A referral for comments was sent on February 24, 2014 to which the Greenport Fire Department have not responded; pursuant to §280-131 D: Upon receipt and review of written comments from each of the agencies to which the proposed site plan was distributed, the Planning Board shall, within a reasonable period of time, not to exceed 30 days, determine whether to require revisions to the proposed plan Staff: the Fire Marshall has reviewed and approved this site for fire access and water availability. 7. Architectural Review Committee (ARC) a. March 26, 2014: The Committee reviewed the proposed project and approves of its design as submitted. 8. LWRP a. 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, the proposed action is CONSISTENT with the LWRP. Review if the access width is adequate for emergency vehicles. 9. Staff Analysis: a. Photometric Plan: provided on page A-3 of the site plan a. Ten (10) proposed light fixtures 1. Nine (9) ALED13N 2. One (1) WPLED13N b. All foot candle values shown on the photometric plan are less than the Code maximum of 5.Ofc. c. Foot candle values along all property lines are 0.0 or 0.01fc which is Code compliant. b. Landscape & Fence: a. 17% proposed landscape area (grass) 1. No percent minimum exists for Resort Residential (RR) zoning district 2. M-II zone is 20%- LB @ 35% 3. . b. §280-95 —4' wide vegetated buffer between parking area and property line 3 0 • c. One (1) tree not less than 2"caliper is required every 40' around parking area d. 6' high PVC fence (white) proposed to enclose the proposed building and pavement area including a 12' wide PVC (white) gate at the south curb cut. 1. Building Code maximum is 4' high in the front yard and 6' high from the front of the building to the rear yard(s). Staff: Based on the use of this site, a reduction in pavement area down to the minimum needed for day to day operations is recommended. -- Are storage/ moving trucks intended to be accessing this site? The proposed driveway widths of 15' and 16' may not be sufficient to handle this type of vehicle. -- If the applicant would like to provide vehicle storage on-site there are pavement treatments more pervious than asphalt; i.e., grass pavers c. Parking &Access: a. Three (3) parking stalls are required for the proposed 2,797sf storage facility. (1 stall per 1000sf) Staff: zero proposed stalls have been delineated on the site plan. Depending on the day to day need (as clarified by the agent), the striping of the required parking stalls may not be necessary. 1. If stalls are striped in either side yard of the proposed building, perpendicular from the fence line, a ±19' wide would exist width after including 4' wide landscaped area and 19' parking stall length. a. If parking lot is to be striped, the proposed stalls should be angled at 601 and a one-way vehicle circulation pattern is included in the site design. d. Dumpster Enclosure: a. Located outside of the proposed fence area and approximately on or close to the north side yard property line which abuts a residential parcel. V: Staff Recommendations 1. Require the Applicant to provide additional landscape areas on site to achieve a minimum landscape percentage of (20%-35%). Require a 4' wide landscaped buffer be included on the site plan in between the proposed asphalt parking area and 4 property lines, along with one (1) tree every 40' of this area to be planted at no less than a 2" caliper. 2. Require planting of evergreen screening in the front yard of four (4) large evergreen trees. 3. Consider the purpose and style of the proposed 6' high white PVC fence: a. Is the purpose security, visual protection, style or other? i. Being that this is mostly a seasonal condominium community and the proposed storage facility is proposed within an existing residential neighborhood, it may be prudent to replace the proposed PVC fence with a wood split rail (or black chain link) fence supplemented with evergreens and the above mentioned 2"caliper tree every 40'. b. If the Board/Applicant decide to keep the proposed PVC fence, it must be no higher than 4' in the front yard and 6' in the remaining yards consideration should be made for the location and interaction with any proposed evergreen (or other) type landscaping along the property lines. 4. Depending on the Applicant's need, it's recommended to move the dumpster enclosure to the northeast corner of the lot, 4' from the property line(s) or move it to the south side of the lot away from the residence. 5. Consider the requirement to have the required three (3) parking stalls be striped; if so, it is recommended that the proposed stalls be angled at 60° and a one-way vehicle circulation pattern is included in the site design. 6. Require the Applicant to provide seven (7) prints of the revised site plan. 5 SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and Location Site Plan Name: ' 0411 Application Date: 2 � Suffolk County Tax Map#1000- J5 - - 5,2-Other SCTM#s Street Address: g y n e Hamlet: eApiFt,MY jjqT�t Distance to nearest intersection: O /U YS pt. a5 Type of Site Plan: V,_New Amended Residential Zoning District Owners/Agent Contact Information Please list name, mailing address, and hone number or the people,below: ~ Property Owner V'2 SC1p o l E�f4<' ii1 L,1,d C) l Y) 1,L4 01 Street , , DD Nq Olt LGtVIe- City ;(--c eo (7O& State �� Zip Home TelephonLost)` 7,� Other Applicant r-cj Y L.�k,t rt ey, Wime , I-Aei1UIofts Street . 61- e,rr�r City 9b f, I 'i 4 State Zip 1 Home Telepho 7 r /;- ©" , Oth 3 ,15—(o q R0 0 Applicant's Agent or Representative: Contact Person(s)* Street City State Zip Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Site Data 0 Proposed construction type: _ZNew Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: ac. q. ft. Site Plan build-out acreage or square footage: ac./sq. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? YZN . If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: V c: List all proposed property uses: Other accessory uses: Existing lot coverage: % Proposed lot coverage: % Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed structure(s): t - Parking Space Data: #of existing spaces: #of proposed spaces: Loading Berth: Yes No Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: �' OX Wetlands: Is this property within 500' of a wetland area? Yes No Maybe I, the undersigned, certify that all the above information is true. Signature of Pr g eparer: Date: 2 Site Plan Application Form 2/18/2010 E TRO MANAGEMENT DEVELOPMENT, INC. ■ CO-OPS ■ CONDOMINIUMS ■ MITCHELL-LAMA 42-25 2111 Street■Long Island City, NY 11101■718-706-7755■Fax: 718-706-7760 July 8, 2014 Mr. Michael Angeli President, Board of Directors Crescent Beach Condominium Association 116 Crestmont Rd Greene, NY 13778 RE: CRESCENT BEACH CONDOMINIUM ASSOCIATION Dear Mr. Angeli: I am enclosing the June 2014 Statement of Receipts & Disbursements for Crescent Beach Condominium Association plus attachments. If you have any questions, please feel free to call. Very truly yours, Mr. David Baron President DB: NH Enclosure cc: Robert T. D'Eustachio — Treasurer Patty Miller—Vice President Carrie Daly— Past President Jason Odell - CPA APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he resides at in the State of ew York, and that he is the owner of the above property, or that he is the of the (P''fcn`r 1.` C�G�/t(Ot'ti7 y�1►�!U i�! ict�r©t�. C�.r�d'arvr� (Title) (Specify whether Partnership or Corp.) which is hereby making application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Signed ��Ps (Partner or Corporate Officer and Title) Sworn tq me this ay o (7 Wh4L Nota Public ,J ER DELECN NOTARY PUBLIC,State of New York No.01DE5014316 Qualified in Suffolk Count; Commission Expires July 15, o� b-F TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 8, 2013 TO: Crescent Beach Condominiums 2500 Maple La. Greenport, NY 11944 Please take notice that your application dated February 13, 2013 MAR 12 2013 For permit to demolish a barn & construct a storage facility at Southold Town Planning Board Location of property: 2500 Maple Lane, GreenportNY County Tax Map No. 1000 - Section 35 Block 8 Lot 3.2 Is returned herewith and disapproved on the following grounds: Pursuant to Town Code, Site Plan approval from the Southold Town Planning Board is required. 4�1�,A- 7 Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. AMlly ROAD N W W 14F E 1SOM .,r MIT ST"O A O RPME Ear -- ---- ----- ------------ -- '--- srAIQ �' tEAr a It f. a Eu ELO � 12A � 94 B ";w" ._ 1 STEflRY _ - Y 11AR N -L W 17.0 4 �i awp//KA �F to Z MS VANAMPSUM RRMIIIRlIF FSUMD NNLSR URI S w 2r w W 14T.W 1 I eAEEMssARu IaR MV) r I C�p�R FI AO+w*w+eMr war�FEEAa aeNoaMMIA1 I�! woNEwaR FORIAVILr KAYANMw rwaMWFwo tJ-- f .• TNEEIufIBMEOFAIOHf!)F MU1Yt 6NlppCWFife � nd�wnFN�didrn AECORq FIIN'l,NOf dIQM/MENOf CfFfFW �wwn dwn�lwr�ud�wu� TMOWS A"TARAUO LAMB$uRVEYeR 72 SIGMA NAY,NOLSROOK NY 11741 SCKE:I,w O EMS FAXIFNONE 1431-4724M SURVEY OF:DEECRIOEO PROPERTY CERTIFIED TO,C.G.SURVEY FUD MAI! PREPARED FOR:CRESCENT SEACN CONDGMWRJM LOCATED AT:EAST MARION.TORN OF I OUTNOLD TITLE NO.: SU"OLK CDUNTY NEW YORK DATE:JANUARY I,3013 TAX DESIG,DOT ISM EEC EE;ELK E;LCT 7.2 BY: F } rr arm � d.R MAIN RO,D e N 36.2V 10" E 139.86, SET GTSEKMXMINCE --- ------------ -- — ------ --- ---------- GET - STASE } F ■ t S It t 3.S w. 36,4„ 40 3 � Eq Z wrtrnirrouo N MSNItAewr roMo WA GET OURS S 38"2F 10" W 147.08' EAGEGENTAREA SGRAEvI I CONCRETE CUPS 1 ArNAt.roRNEwAr �I weF , alEsceNr oeAal mlaoMEGUA I LAND Nawa1 FO1MtILLr KAYAINON maGwenrFatm TIIE EAGIRMA CRF SERrt o wArs ANa9R EAGEYEMa wwara�""rF'a:.i�i.an CRF rECala0.sArx.larwlvia MENOro:KfF® --� ': �""• a THOMAS MATARAZZO LAWSURVEYOR 32 SSQUGMA 3AY,NDUROOK.NY 11741 SCALE:r.30' © ani FAXVMGNE 1431472-S SURVEY OF:DESCRIED PROPERTY CERTIFIED TO:C.O.SURVEY FRED MAP' PREPARED FOR:CRESCENT 31EACN CONDOWNRM LOCATED AT:EAST MARION,TOWN OF SOUTNOLD TITLE NO.: SUFFOLK COUNTY,NEW YORK DATE.JANUARY/2013 TAX DES16.:DIST IOW;SEC 35;nx S;LOT 3.2 BY. r t 4 4-4 oo MA1s'R N ROAD r.' N Y N 30.2E 1Q" E 139.!6' n, 4TRRINDE Pw= AAI! --- - KT ----------------------------- ------*--- $TAKE N 77"'( O 39'-2' 1AE. asw. x,4 j 40 w f � f R9 y Z mewwwnuo NSMRSSI MI D NAK EET °ctm 339'2!'10" W 147.09' EAfNlNf AREASVIINMcum AEPW.TDIMYEWAY WPOF ptMIWTRRKf,DDIDWNLM I]6 LADt4w0RF0FWE1KYMVANOH t MRMAADRPOUD THEDESI®NEaFR MWAYSAIDOREAISMNRE ""rw.'.,wwr::.:"",...n of REcaeu rwn,Mm eMwwARE Ror wRrr® • THOMAS MATARAZZO . y LAW SURVEYOR •• •• 32 SEQUOIA WAY,NOIERDDII NY 11741 SCALE:r.W � ani FAXOPHONE 1431.4r24M SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO:C.O.SLhlh%Y FEED MAP. PREPARED FOR:CRESCENT SEACN CONDOMIMUM LOCATED AT:EAST MARION,TOM OF SOUTHOLD TITLE NO.: SUFFOLK COUNTY.NEW YORK DATE:.NNIAYIY 4,2D13 TAX DEM,DMT 100,;SEC 36;SLK G.LOT 22 BY: FOR LNTERNAk.USE ONLY 4V c i SITE PLAN USE DETERMINATION Initial Determination DateDate Sent: 2 f .2 l �3 Project Name:—((e-a1 ,,1 e Project Address: 2,o - 12013 . bouillulu Planning Board Suffolk County Tax Map No.:1000-- _ s nc Request: I+ °". (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: q& AGI J MAN 2013 Initial Determination as to whether site plan is required: �-es _....____..�Tr'`�� �r`0 T H 0 D Signatre of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: 2 / / I `J Date of Comment: / $ I a Comments: 4112, IR anKi N 8� �. Signature of Planning Dept.-Staff Reviewer Final Determination Date: Decision: i 'i RianatlirP of Rriildina InsnPctor MOONFoundation A�.. interior Finish Fire Place Rooms 1st Floor Rooms 2nd Floor �s TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST.1 SUB. LOT r FORMER OWNER N E ACR. :,te r'= .-2 fit`J I f .4?- S W CODE DATE OF CONSTRUCTION ND IMP. TOTAL / DATE REMARKS Fo ,, 011 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD ' Total TOWN OF SOUTHOLD, NEW YORK DATE ..3/18/80 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2661 Dated Jan. 15, 1980 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. Theodore Kaplan Appellant Dawn Estates Shopping Center 14 Dawn Drive, Centereach, NY 11720 at a meeting of the Zoning Board of Appeals on February 28, 1980 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. ;2QK[XX ON. By resolution of the Board it was determined that a Quk' 20=49mn ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because RESERVED DECISION: Application of Dawn Estates Shopping Center, 14 Dawn Drive, Centereach, New York for a Variance to the Zoning Ordinance, Article III, Section 100-31 for approval of insuf- ficient area and width of parcel to be established within a proposed subdivision. Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh, south- east by Crescent Beach Condominiums, Gucer and Paulison, southwest by Maple Lane, northwest by Kavanagh. County Tax Map Item No. 1000-35-008-003. (SEE REVERSE) 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. ZONING BOARD OF APPEALS FORM ZB4 RESERVED DECISION: Appeal No, ��6�61C, Application of DAWN ESTATES SHOPPING CENTER, 14 Dawn Drntereach, New York for a Variance to the Zoning Ordinance, Article III, Section 100-31 for approval of insufficient area and width of parcel to be estab lished within a proposed subdivision. Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh; County Tax Map Item No. 1000-35-008-003. After investigation and inspection, the Board finds that the applicant is requesting approval of insufficient width of 121.69 feet and insufficient area of 18,573 square feet of a parcel to be established in a proposed subdivision. The lots in the immedi- ate vicinity of the subject property have much less width, and also are smaller in area than the subject parcel, and the Board feels by the granting of this application, no change would be made in the character of the neighborhood. However, the subject parcel is in an M-1 Zone, and to permit multiple residences on this small area of land would be inappropriate and unwarranted. 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 the 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 made by Mr. Douglass, seconded by Mr. Grigonis, it was RESOLVED, that DAWN ESTATES SHOPPING CENTER, in Appeal No. 2661, BE GRANTED a Variance to the Zoning Ordinance approving the insufficient width and area as applied for, of a parcel to be established in a proposed subdivision, SUBJECT TO THE FOLLOW- ING CONDITIONS: Southold Town Board of Appeals -7- February 28, 1980 (1) Approval of the Subdivision by the Southold Town Planning Board; (2) That the existing buildings, and any future proposed structures, on the subject parcel, (known as Lot No. 4) be used only for storage or for conferences by the pro- posed purchaser, Crescent Beach Condominiums, and shall never be used as living quarters or multiple-family, orsingle-family residence(s) . Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh. County Tax Map Item No. 1000-35-008-003. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and noven. Mess--o6hringer abstained. Ah After investigation and inspection, the Board finds that the applicant is requesting approval of insufficient width of 121.69 feet and insufficient area of 18,573 square feet of a parcel to be established in a proposed subdivision. The lots in the immediate vicinity of the subject property have much less width, and also are smaller in area than the subject parcel, and the Board feels by the granting of this application, no change would be made in the character of the neighborhood. However, the subject parcel is in an M-1 Zone, and to permit multiple residences on this small area of land would be inap- propriate and unwarranted. The Board finds that strict application of the ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same use district; and the variance will not change the character of the neighborhood and would observe the spirit of the ordinance. On motion by Mr. Douglass, seconded by Mr. Grigonis, it was RESOLVED, that DAWN ESTATES SHOPPING CENTER, BE GRANTED a 'Varkance to the Zoning Ordinance, in Appeal No. 2661, approving the insufficient width and area as applied for, of a parcel to be established in a proposed subdivision, SUBJECT TO THE FOLLOWING CONDITIONS: (1) Approval of the Subdivision by the Southold Town Planning Board; (2) That the existing buildings, and any future proposed structures, on the subject parcel, (known as Lot No. 4) be used only for storage or for conferences by the proposed purchaser, Crescent Beach Condominiums, and shall never be used as living quarters or multiple-family or single-family residence(s) . Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh. County Tax Map Item No. 1000-35-008-003. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. Messr. Goehringer abstained. APPRUVED k' I 9 Chairman Board of ApPals RECEIVED AND FIND BY THE S®UMOLD TOWN CLERK DATE �8� HOUR I.oDR M. Town Clerk, Town of Southold i• ' l� ?0 MEMORANDUM To: James A. Schondebare, Town Attorney Robert H. Berntsson, Assistant Town Attorney From: Valerie Scopaz, Town Planner RE: Minor Subdivision of Cleaves Point, Section IV also known as Dawn Estates Shopping Center, Inc. SCTM #1000-35-8-3 Date: March 11, 1988 At the March 7, 1988, Planning Board meeting, the following question was put to the Board by J. Kevin McLaughlin: 1. His client wishes to reverse a decision that was made in 1980 by the Zoning Board of Appeals and which was subsequently reaffirmed by the Planning Board. 2. That decision pertains to Lot#4 in a minor subdivision. Specifically, his client wishes to develop this lot which is an undersized parcel with a single family residence. 3. The ZBA and the PB specified that that lot could never be used for a dwelling unit. See attached correspondence. I advised the Planning Board and Mr. McLaughlin that since the ZBA and the PB set the condition, he should reapply to that Board. McLaughlin countered that the ZBA was approached and that it was recommended that the Planning Board be consulted with. The Planning Board in September of 1987 stated that it was not in favor of removing the restriction. McLaughlin's client wishes to pursue the matter formally. The Planning Board wants to know what procedure McLaughlin should be advised to follow in presenting an application to the Planning Board. Enc: cc: Planning Board cl-k A4 Zoning Board jt /.+ 02/11/2013 09:37 5164884997 CAPITAL ONE BANK 615 PAGE 02/06 (1) Approval, of the Subdivision by the Southold Town Planning Board; (2) That the existing buildings, and any future proposed ' structures, on the subject parcel, (known as Lot No. a) be used only for storage or for conferences by the pro- posed purchaser, Crescent Beach Condominiums, and shall never be used as living quarters or multiple-family, or single-family residenc a(s) . Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by -Kavanagh. County'Tax Map Item' No. 1000-35-008-003. Voto of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen Messr. Goehringer abstained. On motion by Mr. Doyen, seconded by Mr. Tuthill, it was RESOLVSD, to approve twenty (20) Special Exception-Sign Renewals for an additional period of one year, SUBJECT TO the Federal Highway Beautification Act and Funding Laws for Highways if applicable. Vote of the board: Ayes: Mossrs. Grigonis, Douglass, Tuthill and Doyen. Messr. Goehringer abstained. w , On motion by Mr. Douglass, seconded by Mr. Tuthill, it was RESOLVED, to approve the minutes of the February 7, 1980 meeting of this Board. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. 'Messr. Goehringer abstained. on motion by Mr. Douglass, seconded by Mr. Grigonis, it was RESOLVED, to approve the minutes of the February 25, 1980 Special. Meeting of. this Board. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, ,Tuthill and Doyen. Messr. Goehringer abstained. 02/11/2013 09:37 5164884997 CAPITAL ONE BANK 615 PAGE 03/06 rye r' �outhold Town Board of Appeals -6- February 28 , 1980 i RESOLVED, that CHARLES R. A14D ROSE VAN DUZER, in Appeal Pio. 26621 BE GRANTBD a Variance to the Zoning Ordinance for permission to con=struct antenna tower 50-foot high, provided that said struc- ture be constructed as applied for and not closer than 15 feet to any side yard line. Location Of property: 1200 Parkway, Southold; Southwood Sub- division Lot No. 7, Map No. 2141. County 'Pax Map Item No. 1000- 70-10-44. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. Messr. Goehringer abstained. RESERVED DECISION: Appeal No. 2661. Application of DAWN ESTATES SHOPPING CENTER, 1,4 .Dawn Drive, Centereach, Now York for Variance to -the Zoning Ordinance, Article III, Section 100-31 for approval of insufficient area and width of parcel to be estab- lished within a proposed subdivision. Location of property: Southeasterly side of 14aple sane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh; County Tax Map Item No. 1000-35-008-003. After investigation and inspection, the Board finds that the applicant is requesting approval of insufficient width of 121.69 feet and insufficient area of 18,573 square feet of a parcel to be established in a proposed subdivision. The lots in the immed-i-- ate vicinity of the subject property have much less width, and also are smaller in area than the subjecst'parcel, and the Board feels by the granting of this application, no change would be made in the character of the neighborhood. However, the subject parcel is in an M-1 Zone, and to permit multiple residences on this small area of land would be inappropriate and unwarranted. The Bo8rd 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 the property and, in the same use district; and the .vaxiance will not change the character of the neighborhood and will observe the 'spirit of the ordinance. On motion made by Mir. Douglass, seconded by ,Mr. Grigonis, it was RESOLVED, that DAWN ESTATES S110PPING CENTER, .in Appeal No. 2661, BE GRANTED a Variance to the Zoning Ordinance approving ---•-`ficient width. and area as applied for, of a parcel to ished in a proposed subdivision, SUBJECT TO THE r0LLOW- TIONS: 02/11/2013 09:37 5164884997 CAPITAL ONE BANK 615 PAGE 04/06 MER OV P!GE40 ;�.. STATE OF•NEW YORK,COUNTY OF,561E ( ' ss: STATE OF NEW YORK,COUNTY OF ss: On the x:,thday of April 1380 . , before me On the day of 19 ,before me personally came BERNARD XA?W 'fid personally came ' THEODORE WUN to me known to be the individuelJdese'bpd In and who 'to me known to be the'iridividual described in and whc executed the foregoing instrumehil- it rfowledged that executed the foregoing instrurpent,and acknowledged that 'CAILry execute'd.the'same: executed the same. AMEN I?IOTARr PtlBUC;9bq'W j.,ft 524667681,Sufr*QMi*"•, , •,DowerisdOrl f�tt� Maelt.'�,;�y:, . ; - A STATE OF NEW YORK,COUNTY OF ss: STATE OF NEW YORK,COUNTY OF ss: On the day of 19 ,before me On the day of 19 , before me personally came personally came to me known,who, being by me duly sworn, did depose the subscribing witness to the foregoing instrument, with and say that he resides at No. whom I am personally acquainted,who,being by me duly that he is the sworn, did depose and say that he reside§ at No. of ,the corporation described that he knows in and which executed the foregoing instrument;that he to be the individual knows the seal of said corporation;that the seal affixed to described in and who executed the foregoing instrument; said instrument-is such corporate seal; that it was so that he,said subscribing witness, was present and saw affixed by order of the board of directors of said corpora- executed the same;and that he,said witness, tion,and that he signed h name thereto by Ike order, at the same time subscribed h name as witness thereto. - , With rAYeiAAnt 'Grantar'e'Rete 13LOCK Tl!tle 1�0. LOT COUNTY OR TOVVN ti .. "., Recorded it Request of MIFE TITLE INSURANCE ,Companyof'NowYbrk ;.,. :RETURN BY MAIL TO-,- T O-. TT Stvmlard Form of New York J'� B60d of Title Uftderwdtus' r/ ' rJ �� - OiserlbuMtlOY , . • ...; -, C'.�1��1��/��Ff �.Y��.l�fi tIAME TITLE INSURANCE, a° Corn parry of New York 02/11/2013 09:3.7 5164884997 CAPITAL ONE BANK 615 PAGE 05/06 CONSULT YOUR LAWYER 50011 SIGNING THIS INSTIUYINT THIS INSTRUUINT SHOULD 99 USLID 1Y LAWYM ONLY. DIST. LOOP This Indenture,made the 11th day of April ,nineteen hundred end eighty SECT. aetween'BERNARD EAPLAN and THEODORE WLAN, a co-partnership D/B/A.. 03560 DAWN ESTATES SHOPPING CENTER, with office at 14 Dawn Drive, Center- BLOCK each, New York 11720 p'pgoa LOT �,; 0o aeo. party of the first part,and CRESCENT BEACH CONDOMINIi:TM, Maple bane, Greenport, New York 11.944 CPT) party of the second part, '1Nitnesseth,thatihe'party of the first part,in consideration of Ten.Wlat's.and.other.,Lratuable.c usiderateon paidby. ._ s � ;the party of the se6oni3 part;:does hereby grant and release unto the party of the second part,the heirs or sooessors and assigns of the party of the second part forever, i:: ;k• w.t+, `s '' '� ` y - All that certain plot,Pie, ,e,� r. Pares1 of land, the buildings and i provemnth,er.eo erected,situate,lyingin 9and r+ 2 beln9ir>tlts'10'16i-of-Southold, County of Suffolk '•State 'of "New York, bounded and described as follows: Beginning at the paint of intersectiox��o.f..tbLk...eagterly...line._.of..a.:.... . private ,road known as Maple Lane with the exte4sig�� ;Qaa Orly of the southerly line of a private road known as Gap a ,.fesi..goad; runnieg thence along other land of the party_of,-t_he;�kirat:part, l� N. 56 291 10T1 E. - 159,86 feet to other 'I.and''o`f,;l iv�inagh, thence along said other landq ,two courses: (1) S. 3'30 301 5011 E. - 121.02 feet; 'thd:ice (2) S. 560 291 10" W. - 147.08` feet; thence along the easterly-�line vgif..N4ple.Lane N. 39° 39" :"40" w. - 121 .69 Feet \6 .to;:the::Poixiti'o ;�Vii,*ung. THIS conveyance is made with the restriction agai>a.Llst the use of the premises for single or multiple family residences in accordance with resolution of the Southold Town Board of Appeals 3/18/80. ... , ... 4:51.,:5 .i> n`3 .. .:1� ?�.•]rr''ti is .,.:div r. .,:�3.. ,.. .:v% r.:' r., - •- :f,. .._ :�i �./$LE��.t�!°J i;�!�:i�::}2 ..�yi.FJ _Jai'.+ - `. ;i'...._ . Together with all right,title and interest,if any,of the;party of the first Win and to any streets and roads abutting ofok;gtpve•.:4ljprgrfkis#s to the center lines thereof;TMSbRrL1 h!~' ,;gpp to 'G atrrd:all the estate and -.• rights of the party of the first part in and to said premises;To H iro'110- a>.Hotdthe premises herein granted unto the party of the'second-part,the heirs or-successors-and as4ghs.cf.9mLp.eCiypf,.thq second pert fQtever� And the party of the first part covenants that the party of the first-part has not done or suffered anything whereby the said premises have been encumbered in any way whatevei,except as aforesaid. And the party of the first part,In compliance with Section 13 of the hien Law,covenants that the party of.the first prt,WilJ�receivgthq;�o tiara for this conveyance and will hold the right to receive such consideration as atrust fund to,be:applied#irs W purpose of paying the cost of the improveme will apply+the same first to the pay- 02/11/2013 09:37 5164884997 CAPITAL ONE BANK 615 PAGE 06106 XIN rzn --�.�.r �xZe of _��Q s ue with exl 7 8g the,ice a Private the exte y-atne_..of th S6 291 . 1pn alortg other road kno � ogyea a the 291 189.$6 land °f wu e$ OBPZ!e of (T along said feet to the Pa_,r : 4 f,.P. e,Y,. 'g� -]Road- _°iher 1 d, two cour �e�annd 'Q CMiv 30' 50 1t S• o_ 222 X.0 fe'6t:' :t 7 - e'aste 1 1 S6 29, 10,i hefiae w9f. ��x8 I'e t � S a begs• a N• 39° 32'4pr,twerCe among the Of conVaYauce is: 1`'x•69 Peet acEo a Prexises for�s� ?xth the restrjo Appeaxs ce with �'eeolutio�. or alulti Mott gajnst 3/18/80. of the Southoldi ow sIdetees ire n. °ai'd of rr�., ..t!•• � � .. :,. - '' tfii 66::1-K,� �lJ� together .. , .p:'�,�,,,;,J:� �-�. a ,s, • - ;rr J.- ht, i F- , ;;;u U +Above: 9 title end interest if ;;u ji; ° r _ rights of ;�tbed,pr�mtSs tat $nY•of the:Hart the gym+of the first center lines thereof. Y of the first part in and :d ttY of the�ecand part in and to said a ti to any streets and ` `�;`: , And the party of hers tirsucces�ors.and ; o°��Ye q ",ro A"!&ll the� 'ttnd the first f_t4e p�5X2f_tN so premises l�reiri and said pfefilses have b part covenant,that thethe ° Hart forever• 9rarited O the And the party of theefir"cumbered in any way what ve r exce f t�Aart has �_ � ---� ,.•... ?.! wil pare,in Compliance with Pt as aforesaid done or suffered anything J reggiVe t Section 13 of the LI vvhereb fund torbe�a ' +tin for this conveyance Y the ppfied:flrgt#on. Vance and will hold "',covenants ^tent`of the 0M d0 Purpo3e.o f that the The ward.:•..� ,„'If Irrt°i�Vernent before�Yittg the cost of the im the rightvement to receive such pard!of.the first t �nY anal be co .using any part of the total and will apply the arm firSt t as a trust n +tress,yyhem > ue11 as. , ad"Parties•, of the same for same first to th W t re In p•. • the party of the first '"r the sense p f this l any other per• a pay- resenpa pp ' �{ part has duty executed t, �y� y !'8$o re4uir,.es. f �{ Y %w firsti" �tt��ili2 ' DAWW, /J�:2�� � ►we 1. o„�wpr�itten, APR A.5, • ~.,��,, _ •:Fid.: f- `,�; TOWN OF SOUTHOLD BUILDIN*ERMIT APPLICA1�1UN UHL 1-Ll�t BUILDING DEPARTMENT ` D i have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined .20 Single& Separate Storm-Water Assessment Form Contact: Approved .20 Mail to: Disapproved a/c- zT� -- IFC 3 Phone: Expiration 20 E C E Building Inspector D FEB 13 2013 APPLICATION FOR BUILDING PERMIT Date , 20 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. C. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose Nvhat so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the wort: authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances\building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 601/`g 1.OQr41{( 4b *-r-1 .liW+ rove, zr.-,2" (Signature of applicant or name, if a rporation) 16 IVY it '71� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder co-, 6 7t0r Name of owner of premises C(--e t e, J ea A/ 4/®,*ffW0 x,;? r f (As on the tax roll or latest de-ed)-- If eed)If applicant is a corporation, signature of duly authorized officer (Name and title of corporate o - er) Builders License No. Plumbers License No. Electricians License No. X Other Trade's License No. )c 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No, 1000 Section �� � O Block � �C Lot Subdivision 0 Idled Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -S i,-4J.e b. Intended use and occupancy .S 6,-9 y'>e 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost oZ b 0 r, cop Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dweljing units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions.of existing structures, if any: Front 60 Rear A6 O Depth Height /g Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories ol -r°- 8. Dimensions of entire new construction: Front 3-7 Rear 3 -7 Depth -77 Height Z 1 Number of Stories I 9. Size of lot: Front / 79 Rear j Z `/ Depth V7 10. Date of Purchase 1 80 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO k 13. Will lot be re-graded? YES�NO Will excess fill be removed from premises? YES NO >/ 14. Names of Owner of premises Crej*, t &-,L 6.-Ao0^..'Mddress 2-5-0a Peife 4.,e� Phone No. 63/277- X O 76 Name of Architect TcL` O'he,"— Address 14rz 4kk, Phone No 43/- lir— VfVG Name of Contractor Gum L kr b.lc Al-t Z-/% Address -z 4,e 'i'' Phone No. G3-+- r13- 9 tr e 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES N04,---- IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below. must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES 'fN0 * IF YES, PROVIDE A COPY. To 6a vseef //.j -0,ilvye .Gr 6­ STATE OF NEW YORK) SS: COUNTY/ OF ) ) beim,duly sworn. deposes and says that(s)he is the applicant ( ame of individual signing contract) above named, (S)He is the Co.-, �=A r k- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. JENNIFER DELEON NOTARY PU UC,St W of New York ' Sworn tbefore met No. day of �d f 2 p C bion ousiMed in Suffolk cou V Expires Jury as r "I, ota�y u lic Signature of Applicant FOR INTERNAL. USE ONLY SITE PLAN USE DETERMINATION Initial Determination - Date: 1�1--I�_ �;. Date Sent: �- fel l3 �� Project Name: - 12013 Project Address: ou planning Board s nC Suffolk County Tax Map No.:1000----,�L = _' Sf o- Request: �{ (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: U eS Signature of Building Inspector Planning Department (P.D.) Referral: j Date of Comment:= $ 1 j P.D. Date Received: J 1 --- Co�m�m�ents: i . - Ln CQ�S t Signature of Planning D pt.- tagReviewer Final Determination Date: ! / Decision: Rinnat�irP of Rriildind Insnectnr -0 0 I MAJIV s R„* ROAp Nm N W W 1A" E ts9.w ; 1ST STomMA1E FBI®L ¢ SET nAKe --- ------------------------------------ ---- STAYS c NNawm aA. s, S _ sirAMM MA6GNW SAM UU w 17.w — b aMSSYAISA dq T9 N Z IMMFoIe FSHD MMSRO/f FOUND NIVI NY OWNS " s W W 10'W 147.04' C1E11 EASflNRAR1A MRVA AMIML7010VEWAY Qe11MR lAENN/QOMNLM li® IANDNBM/ORFpMATRLY MVANVMI I I ■ I I L/7 ..•.. TNEEF1f19/CECF RXM OFYMYSMX"EASEMOM iMYMwnw�wiw �nl Mls�iwn� OF RECpID,FMIY,NOf RK1VNM1ENOf19TfF® twlwwwlw"n Asa=F p wLL 1'MOA"$IEEF\T/1PALf.Q' LAW lIiIRVEYOR 32 S&OMON MY.NOUROOK NY 11741 SCALE:11 W O 2017 FAXffN IL 1431.4724M SURVEY OF:DESCRIBED PROPERTY CERTN'"TO:C.O.SURVEY FILED MAP: PREPARED FOR:CRESCENT SEACN CONDOMINIUM LOCATED AT:EAST MARION.TOM OF SOUTHOLD TITLE NO.: SUFFOLKCOLMTY,NEWYGRK DATE:JANUARY 4.2113 TAX DESIG.:DIST 14C SEC 3S;MIK k LOT 32 BY: � r ( -/pop yn� MEMORANDUM To: James A. Schondebare, Town Attorney Robert H. Berntsson, Assistant Town Attorney From: Valerie Scopaz, Town Planner RE: Minor Subdivision of Cleaves Point, Section IV also known as Dawn Estates Shopping Center, Inc. SCTM #1000-35-8-3 Date: March 11, 1988 At the March 7, 1988, Planning Board meeting, the following question was put to the Board by J. Kevin McLaughlin: 1. His client wishes to reverse a decision that was made in 1980 by the Zoning Board of Appeals and which was subsequently reaffirmed by the Planning Board. 2. That decision pertains to Lot#4 in a minor subdivision. Specifically, his client wishes to develop this lot which is an undersized parcel with a single family residence. 3 . The ZBA and the PB specified that that lot could never be used for a dwelling unit. See attached correspondence. I advised the Planning Board and Mr. McLaughlin that since the ZBA and the PB set the condition, he should reapply to that Board. McLaughlin countered that the ZBA was approached and that it was recommended that the Planning Board be consulted with. The Planning Board in September of 1987 stated that it was not in favor of removing the restriction. McLaughlin's client wishes to pursue the matter formally. The Planning Board wants to know what procedure McLaughlin should be advised to follow in presenting an application to the Planning Board. Enc: cc: Planning Boardjt Zoning Board M �D C�11 RESERVED DECISION: Appeal No. 661 Application of DAWN ESTATES SHOPPING CENTER, 14 Dawn Dri , Centereach, New York for a Variance to the Zoning Ordinance, Article III, Section 100-31 for approval of insufficient area and width of parcel to be estab- ' lished within a proposed subdivision. Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent. Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh; County Tax Map Item No. 1000-35-008--003. After investigation and inspection, the Board finds that the applicant is requesting approval of insufficient width of 121.69 feet and insufficient area of 18,573 square feet of a parcel to be established in a proposed subdivision. The lots in the immedi- ate vicinity of the subject property have much less width, and also are smaller in area than the subject parcel, and the Board feels by the granting of this application, no change would be made in the character of the neighborhood. However, the subject parcel is in an M-1 Zone, and to permit multiple residences on this small area of land would be inappropriate and unwarranted. 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 the 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. was On motion made by Mr. Douglass, seconded by Mr. Grigonis, it RESOLVED, that DAWN ESTATES SHOPPING CENTER, in Appeal No. 2661, BE GRANTED a Variance to the Zoning Ordinance approving the insufficient width and area as applied for, of a parcel to be established in a proposed subdivision, SUBJECT TO THE FOLLOW- ING CONDITIONS: Southold Town Board of Appeals -7- February 28, 1980 (1) Approval of the Subdivision by the Southold Town Planning Board; (2) That the existing buildings, and any future proposed structures, on the subject parcel, (known as Lot No. 4) be used only for storage or for conferences by the pro- posed purchaser, Crescent Beach Condominiums, and shall never be used as living quarters or multiple-family, orsingle-family residence (s) . Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh. County Tax Map Item No. 1000-35-008-003. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doven. Mesar. Goehringer abstained. After investigation and inspection, the Board finds that the applicant is requesting approval of insufficient width of 121.69 feet and insufficient area of 18,573 square feet of a parcel to be established in a proposed subdivision. The lots in the immediate vicinity of the subject property have much less width, and also .are smaller in area than the subject parcel, and the Board feels by the granting of this application, no change would be made in the character of the neighborhood. However, the subject parcel is in an M-1 Zone, and to permit multiple residences on this small-area of land would be inap- propriate and unwarranted. The Board finds that strict application of the ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same use district; and the variance will not change the character of the neighborhood and would observe the spirit of the ordinance. On motion by Mr. Douglass, seconded by Mr. Grigonis, it was RESOLVED, that DAWN ESTATES SHOPPING CENTER, BE GRANTED a 'Variance to the Zoning Ordinance, in Appeal No. 2661, approving the insufficient width and area as applied for, of a parcel to be established in a proposed subdivision, SUBJECT TO THE FOLLOWING CONDITIONS: (1) Approval of the Subdivision by the Southold Town Planning Board; (2) That the existing buildings, and any future proposed structures, on the subject parcel, (known as Lot No. 4) be used only for storage or for conferences by the proposed purchaser, Crescent Beach Condominiums, and shall never be used as living quarters or multiple-family or single-family residence(s) . Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh. County Tax Map Item No. 1000-35-008-003. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. Messr. Goehringer abstained. APPROVED k' 9 Chairman Board of Ap als REuEIVED AND FITLED BY THE SOM HOLD TOWN CLERK DATE HOUR /. )eP In. Town Clerk, 'Mown of Southold TOWN OF SOUTHOLD, NEW YORK DATE ,.3/18/80 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2661 Dated Jan. 15, 1980 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. 'Theodore Kaplan appellant Dawn Estates Shopping Center 14 Dawn Drive, Centereach, NY 11720 at a meeting of the Zoning Board of Appeals on February 28, 1980 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. XZWMXX32CCXMON. By resolution of the Board it was determined that a s}44 XX3GYG Won ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because RESERVED DECISION: Application of Dawn Estates Shopping Center, 14 Dawn Drive, Centereach, New York for a Variance to the Zoning Ordinance, Article III, Section 100-31 for approval of insuf- ficient area and width of parcel to be established within a proposed subdivision. Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh, south- east by Crescent Beach Condominiums, Gucer and Paulison, southwest by Maple Lane, northwest by Kavanagh. County Tax Map Item No. 1000-35008--003. (SEE REVERSE) 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by ell properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. ZONING BOARD OF APPEALS FORM ZB4 02/11/2013 09:37 51648840 CAPITAL ONE BANK PAGE 02/06 (1) Approval, of the Subdivision by the Southold Town Planning Board; (2) That the existing buildings, and any future proposed structures, on the subject parcel, (known as Lot No. 4) be used only for storage or for conferences by the pro- posed purchaser, Crescent Beach Condominiums, and shall never be used as living quarters or multiple-family, or single-family resldenc:e(s) . Location of property: Southeasterly side of Maple Lane, East Marion; bounded northeast by Kaplan and Kavanagh; southeast by Crescent Beach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by -Kavanagh. County Tax Map Item' No. 1000-35-008-003. Vote of the ,Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. Messr. Goehringer abstained. On motion by Mr. Doyen, seconded by Mr. Tuthill, it was R.SSOL'VBD, to approve twenty (20) Special Exception-Sign Renewals for an additional period of one year, SUBJECT TO the Federal Highway Beautification Act and Funding Laws for Highways if applicable. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. Messr. Goehringer abstained. w On motion by Mr. Douglass, seconded by Mr. Tuthill, it was RESOLVED, to approve the minutes of the February 7, 1980 meeting of this Board. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. 'Messr. Goehringer abstained. On motion by Mr. Douglass, seconded by Mr. Grigonis, it was 14 RESOLVED, to approve the minutes of the February 25, 1980 Special Meeting of. this Board. Vote of the Board: Ayes: Messrs. Grigonis, Douglass, .Tuthill and Doyen. Messr. Goehringer abstained. 02/11/2013 09:37 51648840 CAPITAL ONE BANK a!!5 PAGE 03106 r. "`' aoouthold Town Board of Appeals -6- February 28 , 1980 RESOLVED, that CHARLES R. A4D ROSE VAN DUZLR, in Appeal No. 2662, BE GRANTED a variance to the Zoning Ordinance for permission to construct antenna tower 50-foot high, provided that said struc- ture be constructed as applied for and not closer than 15 feet to any side yard line. Location of property: 1200 Parkw4y, Southold; Southwood Sub- division Lot No. 7, Map No. 2141. County `Pax Map Item No. 1000- 70-10--44 . Vote of the Board: Ayes: Messrs. Grigonis, Douglass, Tuthill and Doyen. Messr. Goehringer abstained. RESERVED DECISION: Appeal No. 2661. Application of DAWN ESTATES SHOPPING CENTER, 14 .Dawn Drive, Centereach, Now York for a Variance to -the Zoning Ordinance, Article III, Section 100-31 for approval of insufficient area and width of parcel to be estab- lished within a proposed subdivision. Location of property: Southeasterly side of4Maple Lane, East Marion; bounded northeast by Xapl.an and Kavanagh; southeast by Crescent Keach Condominiums, Gucer and Paulison; southwest by Maple Lane; northwest by Kavanagh; County Tax Map Item No. 1000-35-008-003. After investigation and inspection, the Board finds that the applicant is requesting approval of insufficient width of 121.69 feet and insufficient area of 18,573 square feet of a parcel to be established in a proposed subdivision. The lots in the immed-i-- ate vicinity of the subject property have much less width, and also are smaller in area than the subject'parcel, and the Board feels by the granting of this application, no change would be made in the character of the neighborhood. However, the subject parcel is in an M-1 Zone, and to permit multiple residences on this small area of land would be inappropriate and unwarranted. The hoard finds that strict application of the ordinances 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 the 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. v On motion made by Mr. Douglass, seconded by ,Mr. Grigonis, it was RESOLVED, that DAWN ESTATES SHOPPING CENTER, .in Appeal No. 2661, $B GRANTrSD a Variance to the Zoning Ordinance approving ---••`ficient width. and area as applied for, of a parcel to ished in a proposed subdivision, SUBJECT TO THE FOLLOW- TIONS: 02/11/2013 09:37 5164884 CAPITAL ONE BANK* PAGE 04/06 LIAER OU STATE OF.NEW YORK,COUNTY OF,5sl ( ' ss: STATE OF NEW YORK,COUNTY OF ss; On the 3-Ithday ort April 1980 . , before me On the 'dayof* 19 ,before me personally came BERNARD KAFLZ Pbzd personally came ' THEODORE SAPS to me known to.be the individuef fd rob#d own in and who 'to rhe knt6 be the'itidividual nstrumedescribed in and whc executed the foregoingiWanAIsnowledgedthat executed the foregoinginstrument,andacknowledged thal "tf Vy executed.the seine;' executed the same. MOM PUBBUC8:MM MM. No. Si246616t.Su}folk ' ° •.-.' . Wkvi arch.wab STATE OF NEW YORK,COUNTY OF ss: STATE OF NEW YORK,COUNTY OF On the day of 19 ,before me On the day of 19 , before me personally came personally came to me known, who, being by me duly sworn, did depose the subscribing witness to the foregoing instrument, with and say that he resides at No. whom I am personally acquainted,who,being by me duly that he is the sworn, did depose and say that he reside'; at No. of - ; the corporation described that he knows Jr)and which executed the foregoing instNment;that he to be the individual knows the seal Of said corporation;that the seal affixed to described in and who executed the foregoing instrument; said instrument-is such corporate seal, that it was so that he, said subscribing witness, was present and saw -affixed by order of the board of directors of said corpora- executed the same;and that he,said witness, tion, and that he signed h name thereto by like order. at the same time subscribed h name as witness thereto. y SECTION with WellAdt Aga'W'Grantar'e Acts , Tltle No. LOT COUNTY OR TOWN _ Recorded at Request of WIFE TITLE INSURANCE - . - Company of lew York T�►' . .!'% /' RETURN BY MAIL TO-, �; . ' " . . = • .• �)A.�N �s�,�res - Standard Form of New York lj Burd of Thle Gndervrrltars d� Distributed by L�-` ME TITLE INSURANCE Company of Newyork 02/11/2013 09:37 5164884 CAPITAL ONE BANK 0 PAGE 05/06 CONSULT YOUR LAWYER 59FOU SIGNIN9 THIS INSTRt7MENT THIS INSTRUMENT SHOULD EE USED EY LAWYERS ONLY- DIST. NLY.DIST. LOQOThis Indenture,made the Ilth day of April ,nineteen hundred end eighty SECT. � '$ ARD WLR anal THEODORE KLAN, a co--partnership D/B/A,. 3��a DAWN ESTATES SHOPPING CENTER, with office at 14 Dawn Drive, Center- 03560 New York 11720 BLOCK LOT party of the first part,and CRESCENT BEACH CONDOMINIUM, Maple Lane, Greenport, Oo oo'Q New York 11944 CPT) party of the second part, r t " 1Nitnesseth,that the party of the first{pert,in consideration of Tern,Dollus.and.othelr vatuable.coadderation paid by.,.-. ., psi IY of the-second pa`-"does heret y grant and release unto the party of the second part,the heirs or successors ' .. ♦ ,�.' .N y and assigns of the party of the second part forever, i ;..•;: , �.: ;4,,i;.4;.. •, ' `t r,, - All that certain plot, piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being iri:Fria'-' o ' v 'southold, County off' Suffolk ,'Mate'.-Of 'New York, bounded and described as follows: ' Beginning at the point of private road known as Maple Lane with the extenaig ,;@astrerl7 of the southerly line of a private road known as Ospes..Road; runni$g thence along other land of the part y;,.,of( the ;� rst=,part, 7 N. 56 29' 10(' E. - 159.$6 feet to other 'land"of,-;,Bavanagli, thence along said other land, -two courses: 530 30' 5011 E. 121.02 feet'; `tYieii8e (2) S. 560 '29' 10" W. - 147.08; feet; thence along the easterly line of•-M4ple Lane N. 390 32"­'40" w. - 121.69 feet �1 point:^of� ? �_n6. THIS conveyance is made with the restriction against the use of the premises for single or multiple family residences in aceordauce with resolution of the Southold Town' Bo.ard of Appeals 3/18/80. --�.... .;1.•,l"� ^iiia �I:�i;1`i .. .. .• ' - ... - •- ••�• -- i - .�_..2(�Udlz�3CC1119ti,1.::{;' r',;,_{' :':,. �\L . . ,':, . -r1 i j,.;�•}":, x,1(1{liv (-;:•i}t J} 1V t:.v:�,.� .,. Together with all right,title and interest, if any,of the party of the first part in and to any streets and roads Witting u?ho<egove:�tescr ed;iprgm1s@s to the center lines thereof; '�gpR6RrC1�ti hh hpiilpAUl 'C =fid'eli the estate and rights of the party of the first part in and to said premises;To Have'And.'To.Hold the premises herein granted unto the party of the3econd-part,the heirs or-successors and assighs.of he_party 4Lthq second pati ft?revet� And the party of the first part covenants that the party of the first-part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid, r And the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part,vWllljeceiv,q,the,;gor 'd tion for this conveyance and will hold the right to receive such consideration as a trust Pay- fund tQ:bei appliad1irst#on purpose of paying the cost of the improvement and will apply the some first to the pay- 02/11/2013 09:37 51648840 CAPITAL_ ONE BANK 05 PAGE 06106 �aua of —r a �Jare w�.t$ e.�.sue ohexly�•lne_. �/ 7 N• 9 thence axon Private road exte of:. S6 29 . 10 1, E• y l other lard o f IMO wr a,� Q �$a� er1y of a y therce�alorg said otheg• feet to Pyr he 90 Road to . 4f d lid' ' ws� courses?fidQ :: "v�l;�t'tpart� 56�..•�9�+ SOf E• ` x21.02 fe�� �' he' " 10 W, tog thrly:1�re'`4f. e 'p6jat.,O f.. �ple �Lan.e N-39o$��eet;n thence X10 ng�; w. l2x the TEESe°nveye�ce x,�^ •69 Feet Prmlees for sde with the re$tri acEordauce with �..ngle or ctla4 a ��peaxs /18/80�re olution of the Souter ldl1Y- --e 1c�enees use j Town �' , Bdd of it • .. .. r is-� ;:; i.,... •Jle •i .. ,]r:r :a' - ,n ' '::(1 is •v.,;, • "la'YrJ::! 7 1�'' �: ' , ' ';:, ,:. '•''a :.i1ti' 'ii•�:TCCSIfSJQ::F "••�' :c(. _. Together with ;.�.t all right,tit �� ;: :,•�=•- .::. 't';s�'c, a;n ,~f.un` _,.. ,t.:a_�.:�e;,;; "f: le :.tithei;above and Internis �1j; "� ,_;r,�•: _ 1Scrlpe0jp,;ml, t, if any,of the; rights of the party of the firms to the Center tin party of the fi Party of th part in and to es thereof; Part in and to an 'U a second- Y streets and roads I; y part,the heirs or syr said premises;70 � - � abutting And the ssors. Nave•J��',�o Hald�� and all the estate and party of the first Rremises 9ns of tbg �e`seoond herein said pfemises have b Part Covenants that t l�rt f 9r81fted unto the And the been encumbered in he party of the fi Qrever. party of the first any way whatever except���h8s not 4r suffered ~r`"�`•", pad!wikreceive part,in eompll as done fug ta, zi�:gon soca with Section i3 of theoL + Ythtng where 'applied first �.�for this conveyance 4Y the ment`of the #oJ' Purpose of Vance and w' w,Covenants that the The .:.cast Tit` '_ paying the !N hold the right to reoeiva such pony of the first 1 ' yement before using st of the tmproYe final rd party shat be constru - g any part of m°nt and will a deration as a trust ':fn Witness Whereof, the t;,,T1.1 esYf it read I�partieg••whenever a tal of the same for any other same fins to the pay- In Presenile Oft , 61, 11 Lha first part has dul e e sense of this Fndentwe so Purpose. h r Y xecuted this requires. J Fear first'aboye wrl t �5 DAys/1p, i�ulaw, a iL_•,�`rpr �712�r`tL rh _ Pte! : �.� �.� ,. ,:�%1 ;y�;�• _ ,;�:^;,' ,,..:. .: TOWN OF SOUTHOL17 PROPERTY RECORD CARD OWNER STREETP. VILLAGE DIST.1 SUB. LOT FORMER OWNER N E ACR. S W CODE DATE OF CONSTRUCTION L I VI lqw LAND IMP. TOTAL DATE REMARKS ro C\ rl-)-7 0 4 0E �211 F-11 11 qw Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total NMMMMMNMMMNMMMMM MEMO MMIMMMMMNNMMMMMMM MMMMMMNMMMNMMMMMMMMM MMMMMMMMMMNMMMMMMMIMM W-7 NMMMMMNMMMNMNMMM MMMMMMMMMMMEIMIMMMMMMM EiiwinCi�C�M ��i �i�iaNioi'iiiii MMMMMMMMMMNMOMMMMIMIMM MMMMMMNNMMNMEMMMMMMM w nn� Foundation Interior Finish Fire Place Rooms 1st'Floor TV.v Rooms 2nd Floor ' TOWN OF SOUTHOLD BUILDING PIT APPLICAI�IUN l tilt ttl t�t BUILDING DEPARTMENT Do you P* ve or need the following,before applying? TOWN HALL Board of Health SOUTHOLD NY l 1971 4 sets of Building Plans. TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined .20 Single& Separate Storm-Water Assessment Form Contact: Approved . 20 Mail to: Disapproved a/c 21z si13?RUD Phone: Expiration 20 Building Inspector FEB 13 2013 APPLICATION FOR BUILDING PERMIT Date , 20 e-LDG. DEPT. INSTRUCTIONS TOWN OF SOL;THOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi•om such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a rporation) /6o zpeke/,oh/ A/ );j� IVY 1.171.1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect. engineer, general contractor, electrician, plumber or builder -C/-1 er•a co �r 0 6 7�6 r Name of owner of premises {'-e c e r J -e e t r u-�• r' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 194/// Plumbers License No. V Electricians License No. X Other Trade's License No. )c 1. Location of land on which proposed work will be done: /1 dle 4OA el House Number Street Hamlet County Tax Map No. 1000 Section Block � Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposedconstruction: a. Existing use and occupancy -S 5, b. Intended use and occupancy .S,f��a 5' e 3. Nature of work (check which applicable): New Building 1/ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost o2 6 0. o O Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 6O Rear, 60 Depth / 0 D Height /9 Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 3-7 Rear Depth 7 7 Height Z 1 Number of Stories / 9. Size of lot: Front / Z 8 Rear Z Depth S$ 4'c S-,Ke / V7 10. Date of PurchaseQ 80 Name of Former Owner H.. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO P' 13. Will lot be re-graded? YES p," Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesCresa-t 4&,4 6rd1vA-^ )&ress,2 e Z'0" Phone No. 63/ 871- -k076 Name of Architect ScL� 6'hr,;., Address iLo,t fir./g i -SA,-,,#'Phone No 63/ lit- yys'G Name of Contractor C� is yf/,.4 g'e Address/fez /fir 'i" Phone No. G3j- 5''43- ,4 z o e 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NU'' IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? " YES N04,--' IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ✓� 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES 'fN0 1, IF YES, PROVIDE A COPY. To 6-e V3ezz l•J.J .1;x41% e ,0 Cp-- STATE OF NEW YORK) SS: COUNTY OF j ) jr being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the C- &a <7`cr (Contractor. Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. JENNIFERDELF-pN NOTARY PUSUC,State of New York Sworn fore me t No.01DE5014316 day of 20 Qcalied in Suffolk COU C on Expires Judy 15,I otaiy) afi lic Signature of Applicant Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- sunportin facts.acts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION N 0 V - 7 2013 SCTM# - - : , PROJECT NAME ll - The Application has been submitted to(checkappropriate response): Town Board ❑ Planning Board I"J Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: ❑� Nature and extent of action: r Location of action: C'`�G�G� �?u �r" f (;Y eep poet . &� � 11 q fi� Site acreage: Present land use: r 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: (b) Mailing address: -�'4 (c) Telephone number: Area Code (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No 10"' If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ErNot 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 0 No dNot 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 ❑ 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 ❑ No EyNot Applicable 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 ElYes ❑ No [D Not 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 ❑ No ❑'lot Applicable 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 ❑ No Ej'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 ENot Applicable 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. r 1:1 Yes 1:1 No D 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 ❑`Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No L'-Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ❑' Not Applicable PREPARED BY �oU� , �- TITLE �'� �� DATE Amended on 811105 617.20 Appendix B Short Environmental Assessment Form Instructions for Comuletine Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: sera 2 Cot 66&&k On Vt d oyn' yl l Project Locatio describe,and attach cation map): a g n e r"--eyl ov'-t" Brief u ef�f Description of Proposed Action: i { Se CresCe�4 &eO_ck Covid o ©wme✓`s • .1 FEB 19 2014 Name of Applicant or Sponsor: Telephone: Cesar CoLoIjk'n- N0-Me �IM rC)Jev1Mev1- E-Mail: q C totnr°t- Address: 1 ("�'OZ C' /PO: State: Zip Code: go V11 I ex 1 r7/ Co j') N ( 121 G� 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? ❑ If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? Va acres b.Total acreage to be physically disturbed? 0 Vacres 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 B<esidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ Z 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: [Z' ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES © ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 10 ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: /1rt.ep [a ❑ F 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Rf El16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO ❑YES ❑ b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: LJNO ❑YES Page 2 of 4 { 1 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ® ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? ❑ If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: CLur+'-'t+( Date: i l c, Signature: 19 Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate �X reasonably available energy conservation or renewable energy opportunities? L1LJ 7. Will the proposed action impact existing: a.public/private water supplies? u b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate 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 Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT7 Page 4 of 4 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. VV A Location 07 Action lincluoe Street Address, MunicipaFily and Courityl —_i Dca X 4121C W'I ((qAfzt sur vul4 ame o pp scan ponsorusiness e p one Cr nt enc h C 0 'fir► �� D`7 Address ate-ars Y Lt y tate Lip o a &reeo cr f I t rf Name or Owneroferen usmess a ep one NOV - 72013 I ) Address uity/puState Zip Go e Description of 70i5n z G f'd"G �UvYj t`yfl Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present land use: ❑ Urban ❑ Industrial ❑ Commercial ❑ Residential(suburban) ❑ Rural(non-farm) IjT ❑ Forest ❑ Agriculture Other C.oyl A DM*I h J U Y'I -5-614 A f eck 2. Total acreage of project area: f acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) l acres 'acres Forested 7 acres 0 acres Agricultural (Includes orchards, cropland, pasture, etc.) acres _acres Wetland(Freshwater or tidal as per Articles 24,25 of ECL) r _acres _acres Water Surface Area t/ acres acres Unvegetated (Rock, earth or fill) ` I ' acres acres Roads, buildings and other paved surfaces 0 acres acres Other (Indicate type) I Ck VJ 1/1 t�Zppacres o r acres 3. What is predominant soil type `s) on project site? 'ct YJ tT � Ci i r a. Soil drainage: RlWell drained 10 D % of site ❑ Moderately well drained % of site ❑ Poorly drained % of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (See 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ❑ Yes VI-No a. What is depth to bedrock? — (in feet) 5. Approximate percentage of proposed project site with slopes: VO_10 I Q Q% ❑ 10-15% % ❑ 15% or greater % S. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? ❑ Yes VNO 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑ Yes 00 8. What is the depth of the water table? �?n.6(in feet) 9. Is site located over a primary, principal, or sole source aquifer? ❑ Yes Vo'N o 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑ Yes [1111�0 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑ Yes f�rnlo According to Identify each species 12. Are there any unique or unusual land forms on the project site?(i.e., cliffs, dunes, other geological formations) ❑ Yes CV/ No Describe 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? ❑ Yes fl/No If yes, explain 14. Does the presentsite include scenic views known to be important to the community? ❑ Yes U 'No 15. Streams within or contiguous to project area: 0 D a. Name of Stream and name of River to which it is tributary -- 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name Vl O V1 1—p b. Size (In acres) —" 17. Is the site served by existing public utilities? ❑ Yes "0 a) If Yes, does sufficient capacity exist to allow connection? ❑ Yes ❑ No b) If Yes, will improvements be necessary to allow connection? ❑ Yes ❑ No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ❑ Yes qAo 19. Is the site located in or substantially contiguous to Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ❑ Yes O/No 20. Has the site ever been used for the disposal of solid or hazardous wastes? ❑ Yes W<O B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor 62acres. b. Project acreage to be developed: ,'acres initially; 10 acres ultimately.�tr UG U f e V`' `��� c. Project acreage to remain undeveloped acres. d. Length of project, in miles: (if appropriate). a. If the project is an expansion, indicate percent of expansion proposed %. f. Number of off-street parking spaces existing 0_; proposed. g. Maximum vehicular trips generated per hour 0 (upon completion of project). h. If residential, Number and type of housing units: One Family Two Family Multiple Family Condominium Initially __.._... Ultimately - i. Dimensions (in feet) of largest proposed structure height; -'tyjwidth; length. j. Linear feet of frontage along a public thoroughfare project will occupy is? i'; 1 ft. 2. How much natural material (i.e., rock, earth, etc.)will be removed from the site? a tons/cubic yards. 3. Will disturbed areas be reclaimed? ❑ Yes ❑ No IV N/A a. If yes, for what intended purpose is the site being reclaimed? I�N b. Will topsoil be stockpiled for reclamation? ❑ Yes o c. Will upper subsoil be stockpiled for reclamation? ❑ Yes GV<0 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site?_acres. 5. Will any mature(forest (over 100 years old) or other locally-important vegetation be removed by this project? ❑ Yes I(No S. If single phase project: Anticipated period of construction "C months, (including demolition). 7. If multi-phased: a. Total number of phases anticipated _(number). b. Anticipated date of commencement phase 1 kI L"onth l�year,(including demolition). c. Approximate completion date of final phase A4—month-,Zi2.61�-year. d. Is phase 1 functionally dependent on subsequent phases? ❑ Yes ❑ No S. Will blasting occur during construction? ❑ Yes "o 9. Number of jobs generated: during construction? 0 ; after project is complete? 10. Number of jobs eliminated by this project? 0 11. Will project require relocation of any projects or facilities? ❑ Yes "o If yes, explain 12. Is surface liquid waste disposal involved? ❑ Yes No a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? ❑ Yes L9'No Type �- 14. Will surface area of an existing water body increase or decrease by proposal? ❑ Yes 0vo Explain 15. Is project, or any portion of project, located in a 100 year flood I�lo �d plain? ❑ Yes 16. Will the project generate solid waste? ❑ Yes @'No a. If yes, what is the amount per month? tons. b. If yes, will an existing solid waste facility be used? ❑ Yes ❑ No c. If yes, give name ; location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑ Yes ❑ No e. If Yes, explain 17. Will the project involve the disposal of solid waste? ❑ Yes CiYNo a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ❑ Yes V"No 19. Will project routinely produce odors (more than one hour per day)? 0 Yes V/No 20. Will project produce operating noise exceeding the local ambient noise levels? ❑ Yes U/No 21. Will project result in an increase in energy use? ❑ Yes VNo If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacity gallons/minute. 23. Total anticipated water usage per day rl, C�, allons/day. 24. Does project involve Local, State or Federal funding? ❑ Yes rV No If yes, explain 25. Approvals Required: Type Submittal Date City, Town, Village Board ❑ Yes ❑ No City, Town, Village Planning Board ❑ Yes ❑ No City,Town Zoning Board ❑ Yes ❑ No City, County Health Department ❑ Yes ❑ No Other Local Agencies ❑ Yes ❑ No Other Regional Agencies ❑ Yes ❑ No State Agencies ❑ Yes ❑ No Federal Agencies ❑ Yes ❑ No C. ZONING and PLANNING INFORMATION 1. Does proposed action involve a planning or zoning decision? ❑ Yes ❑ No If Yes, indicate decision required: ❑ zoning amendment ❑ zoning variance ❑ special use permit ❑ subdivision ❑ site plan ❑ new/revision of master plan ❑ resource management plan ❑ other 2. What is the zoning classification(s) of the site? 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? VYes ❑ No 7. What are the predominant land use(s) and zoning classifications within a 1/4 mile radius of proposed action? S. Is the proposed action compatible with adjoining/surrounding land uses within a 1/4 mile? OKYes ❑ No 9. If the proposed action is the subdivision of land, how many lots are proposed? a. What is the minimum lot size proposed? 10. Will proposed action require any authorizations) for the formation of sewer or water districts? ❑ Yes 610 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection)? ❑ Yes SMo a. If yes, is existing capacity sufficient to handle projected demand? ❑ Yes ❑ No 12. Will the proposed action result in the generation of traffic significantly above present levels? ❑ Yes VNo a. If yes, is the existing road network adequate to handle the additional traffic? 0 Yes 0 No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are, or may be, any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information providgd above is true to the best of my knowledge. Applicant/Sponsor Name � �'' I ! :��� �'v"i i t!G- Date Signature Title If the action is in the Coastal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. • MAILING ADDRESS: PLANNING BOARD MEMBERS 'QF StiP.O.Box 1179 DONALD J.WILCENSKI h�� Ol0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y �r Town Hall Annex PIERCE RAFFERTY G • Q 54375 State Route 25 JAMES H.RICH III l` (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR a c'oulM�� Southold, NY IY 1► Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 11, 2014 Re: Deferred Revenue The site plan application referenced below has been accepted by the Planning Board and the funds may now be processed to the Planning Applications revenue account B2115.10. Applicant/Project Name & Tax Map Amount Check Dote/No. Type # Crescent Beach Condo Barn site plan 35-8-3.2 $500 10/17/13-#19293 application fee $280 10/17/13-#19294 LR MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD Chi LCENSKI air �O��O� SO��iyOl Southold, NY 11971 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III '�` �O (cor. Main Rd. &Youngs Ave.) y�4U MARTIN H.SIDOR Southold, NY � NT`I,Nc� Telephone: 631765-1938 Fax:631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: November 7, 2013 Re: Payments Please deposit the attached checks into B691: Deferred Revenue. Fees are for a site plan application not yet accepted by the Planning Board. Applicant/Project Name & Tax Map Amount Check Date/No. Type ## Crescent Beach Condo Barn site plan app. fe 1 35-8-3.2 $500.00 10/17/13-#19293 Same as above 35-8-3.2 1 $280.00 10/17/13 -#19294 LR Aft. GENERAL NOTES ELECTRICAL REAR LI6HT5 : I. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RE510MIAL CODE OF NEW YORK STATE,FUEL 6A5 CODE OF NEW YORK STATE,MEGHANIGAL CODE OF NEW YORK STATE,PLUMBIN6 CODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF I. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE BUILDING CODE OF NEW YORK STATE. NEW b'-O" HIGH PVC, FENCE (1YP) BRAND, GENIE HOUSE MODEL 153 NEW YORK STATE,ENERGY GON5E2VATION CONSTRUCTION CODE OF NEW YORK STATE LATEST EDITIONS. ALL WORK SHALL SERIES# 15311-V6 COMPLY WITH THE FOLLOWING P 516N CRITERIA: 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS,APPROVALS,AFFIDAVITS,CERTIFICATES,ETC.AND PAY ALL FEES AS,REQUIRED BY �� O 121.02 THE LOCAL AUTHORITIES AND FIRE UNAN DERWRITER5 OR ELECTRICAL INSPECTION A6ENGY APPROVED BY THE LOCAL _ r1l, LE DATA TABLE R301.2(1) MUNICIPALITY.CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PERFORMED BY MGDONALD GE05GIENGEICE SHIELD 3. THE MINIMUM LOAD FOR UN6ROUNDED SERVICE CONDUCTORS AND SERVICE DEVIGE5 THAT SERVE 100 PERCENT OF THE DWEL.IN6 PO BOX 1000,5OUTHOLD, NY IIGl1 631-765-3671 � tWIND SEISMIC SUBJECT TO DAMAGE FROM WINTER UNDER. UNIT LOAD 5HALL BE COMPUTED IN AL(ORPANGE WITH TABLE E35022.GROUND SPEED DESIGN FROST LINE DESIGN LAYMENT FLOOD AIR FREEZING DATED 5-Ig-14® 11:15AMSNOWLOAD (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS INDEX 4. WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3T012,ALLOWABLE APPLICATIONS FOR WIRING MEM05 SHALL BE IN NEWASPHALT o „� PAYING .0 . � (3) XWOOD 24" HI20 P5F 110 G SEVERE 3-0MOD/H 5LMOD 13N/115 YES, 5EE EXAM. 5qq ACCORDANCE WITH TABLE 3701A 6ENERAL INSTALLATION AND 5UPPORT REQUIREMENT5 FOR WIRIN6 HEM005 SHALL BE IN O,O - -� - - - 1AGGORDANGE WITH TABLE Ei102.1. - - - n - - - - - o - -i LINE OF 51RAW BALE ER05ION MIXED 5AND,LOAM, DEBRIS CONTROL® PROPERTYLINE. 2. THE 6ENERAL GONfRAGTOR SHALL BE HELD TO HAVE VISITED THE 51TE AND PREMISES AND TO HAVE COMPARED SAME WITH THE 5. THE CONTRACTOR SHALL PROVIDE REGEPTAGLE5 50 THAT NO POINT ALON6 THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 05 m 5EE DETAIL THI5 SHEET DRMIN66 AND 5PEGIFIGATION5,AND TO HAVE 5AT15FIED THEMSELVES,WITH THE EX15TIVo CONDITIONS,BEFORE 5UBMITTIN6 b FEET M1EASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. MOTION LIGHT RAB BRAND, I THEIR BID,AND SHALL ASSUME FULL RESPONSIBILITY THEREFORE. ANY DI5GREPANGIES FOUND BETWEEN TIE ACTUAL CONDITIONS BROWN SILTY 5AND (5M) �I RPAD WALL PAK 10 WATT I � I NEW(2 10'-0 DIA. X 5-0" PRE AND INFORMATION 61VEN ON THE DRAWIN65 5HALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND NO WORK,50 AFFECTED b. ALL NEW FIXTURES SHALL BE AS SELECTED BY THE OWNER,FURNISHED AND INSTALLED BY THE ELEGTRIGAL GaMGTOR. I "� SHALL PROD®WITHOUT WRITTEN INSTRUCTIONS FROM 1I�ARCHITECT. 3,0' L- - - - - - - o - - - - - - G T DR 5 DOME YJ/ 1. ALL GEILIN6 FIXTURE5 SHALL BE SWITCHED WITH DIMMER SWITCHES. WHERE MULTIPLE 5WITGHE5 MAY BE REQUIRED GONTRAGTOR -1 I I o OPEN GRATE CONNECT LEADER TO b" DIA. 3. THE CONTRACT DRAWIN65 INDICATE THE EXTENT AND GENERAL ARRANGEMENT OF THE 5Y5TEM5. IF ANY DEPARTURE5 FROM THE 15 TO IN5TALL`6AN6'TYPE UNITS. _ GONTRAGT O WIN65 ARE DEEMED NECESSARY BY THE CONTRACTOR,DUE TO CONFLICT WITH APPLICABLE G005 AND THE 5E5T P.E. 104b1 -- ---- -- - E. 104b1 SGH. 40 PVC, (TVP) BROWN FINE TO MEDIUM SAND (5P) �`�R PRACTICES OF THE TRADE,THE DETAILS OF 5UGH DE'ARTURE5 AND THE REA50N THEREFORE 5HALL BE SUBMITTED AS 50ON AS, b. ALL BATH,TOILET,KITCHEN AND 6ARA6E OUTLETS SHALL BE 6ROUND-FAULT-INTERRUPTER PROTECTION APPROVED DEVICES. FL W � � I `D P0551M TO THE ARGHITEGT FOR APPROVAL. NO SUCH DEPARTURES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE I _ ��-�� �� I I ��. � F. 104.42 ARGHITEGT. 4. THE CONTRACTOR SHALL OBTAIN FIRE UNDERWRITERS OR OTHER ELEGTRIGAL INSPECTION A6ENGY APPROVED BY THE LOCAL 152' I 20.0' MIN, MUNICIPALITY UPON COMPLETION OF HI5 WORK. WATER IN BROWN FINE 4. ALL WORK SPEGIFIED HEREIN MUST BE IN5TALLED IN FULL AGGORDANGE WITH THE REQUIREMENT5 OF ALL LOCAL AND 1-I 01 TO MEDIUM 5AND (5P) P\ (rn') i I I 1 20.0' MIN. I �� 60VERNMIFTNTAL DEPARTMENTS HAVING JUR15PIGTION OVER THESE MATTERS AS,WELL AS,WITH ANY REGUIREMENT5 OF THE I I I (�) NATIONAL BOARD OF FIRE UNDERWRITERS,NATIONAL ELECTRIC,GORE,OR 51MILAR APPROVALS,PERMITS, INSPECTIONS,ETC., LIGHTS ON SIDE ELEVATION: 10. GONGRETE 5HALL BE PRODUCED FROM BATCH PLANTS APPROVED BY THE GOMM155IONER BASED ON PREVIOUSLY AGGEPTED MIX RAB BRAND ,RPAD WALL I I BE=ORE GOMMENGIN6 ANY WORK AS TO AVOID ALL DELAYS DURING GOMSTRUGTION AND HE SHALL TURN OVER THE OFFICIAL DE516N5 AND I;E%TIN6 IN MIXE5 OF 5TRE%TH SPECIFIED. WATER ENGOUN7 BRED 152 BELOW GRADE PAK 10 WATT I o I I RECORDS OF THE GRANTING OF PERMITS TO THE OWNER THE CONTRACTOR SHALL HAVE A FINAL SURVEY PREPARED UPON COMPLETION OF THE WORK. THI5 SHALL BE DONE WITHOUT ADDITIONAL G05T TO THE OWNER I I I / I I z II. CONCRETE TO BE 3000 P51®26 DAYS. 5.15 BA65 GE EN IGU.YD.GONE.1 6ALLON5 WATERM4 LBS.SACK OF GEMENT-UNLE55 x 5. ANY ITEMS OF WORK SPECIFIED HEREIN AND/OR SHOWN ON THE MMIN65 WHICH CONFLICT WITH AFOREMIENTIONIED RULE5, OTHEM15E SPECIFIED. 42 34'\ - - - I 1 I 42.35' RE6ULATION5,AND REQUIREMENT,SHALL BE REFERRED To THE ARG441TEGT FOR MC1510K � � I oN � 12. THREE(3)TEST GYLINDER5 SHALL BE PROVIDED FOR EACH 50 GU.YDS.OR FRAGTiON THEREOF IN ANY ONE DAYS PLAGIN6. I - b. THE WORK SHALL NOT BE DEEMED TO HAVE REACHED A STATE OF GOMPLETION UN1IL ALL FINAL CERTiFIGATE5 HAVE BEEN I I I NEW i SPHALT Tn 4 DELIVERED 13. FOUNDATION WALLS SHALL EXTEND A MINIMUM OF 4 INCHES ABOVE THE FINAL ESTABLISHED ADJOININ6 6RADE. - I _ 1 �, PVIN6 N 1. EACH CONTRACTOR SHALL BE HED RESPONSIBLE FOR AND BE REQUIRED TO MAKE 6000 AT HI5 OWN EXPENSE ANY AND ALL 14. TIE CONTRACTOR SHALL PROVIDE%'DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 2'-b'ON CENTER,12'MAXIMUM FROM THE i I /� i � I REMOVE EXI5TIN6 BARN DAMA6E5 TO THE OWNERS OR NEIGHBORS PROPERTY,AS, WELL A5 PUBLIC UTILITIES OR MUNIGIPAL PROPERTY,AND/OR TO ANY ENDS OF EACH PLATE SECTION. WATER NEW ONE TORY IKA � y WORK CONTRACT,WHICH 15 CAUSED BY HI5 WORK OR WORKh1EN DURING THE EXECUTION OF HI5 GON11R,4GT. FLOW i NEW A5PHALI BAR I I �"- 15. EXTERIOR FOUNDATION WALLS 5HALL RECEIVE 2 GOAT5 OF AN APPROVED K46TIG ASPHALT WATERPROOFING AND FELTS APPLIED PAVING, / FLOW ( ) BOXWOOD 24" HIGH 8. EAGH CONTRACTOR SHALL,AT ALL TIMES KEEP THE PREM15E5 FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH WITH A TROWEL AND SHALL EXTEND FROM THE FINISHED 6RADE TO THE BOTTOM OF FOOTIN65. A b-MIL-THIGK POLYETHYLENE FILM GAUSED BY HI5 WORK. ON COMPLETION OF H15 WORK,ALL RUBBISH AND UNUSED MATERIAL SHALL BE REMOVED AND THE PREM15B 5HALL BE APPLIED OVER THE BELOW-6RADE PORTION OF THE EXTERIOR FOUNDATION WALLS PRIOR To BACKFILLING. JOINTS IN ��_ �I I FINISH FLOOR 104.15' I I RECYCLES LEFT BROOM GLEAN. THE POLYETHYLENE FILM SHALL BE LAPPED b INCHE5 AND SEALED WITH ADHESIVE. THE TOP EDff OF THE POLYETHYLENE FILM L - - -CD11 1 SHALL BE BONDS)TO THE 5HEATHIN6 TO FORM A SEAL. 1 I 1 q. UPON GOMPLETION OF ALL WORK,THE CONTRACTOR SHALL REMOVE FROM THE 51TE ALL DEBRIS RE5ULTIN6 FROM THE BUILDING I I I I NEW REFUSE ENCLOSURE OPERATION AND SHALL LEAVE THE ENTIRE SITE IN A NEAT,GLEAN AND AGGE'TAB E CONDITION. ALL WINDOW5,HARDWARE, Ib. THE 6RADE ADJOININ6 ALL FOUNDATION WALLS SHALL BE SLOPED AT A MINIMUM OF 51X(b'9 INCHES WITHIN THE FIRST TEN(10'-0') E I n I I I I I P O GARBAGE CONTAINER APPLIANCES,PLUMBIN6 FIXTURE5,CERAMIC,AND GRANITE TILE,SHALL BE GLEANED. ANY ITEMS SCRATCHED OR DAMA6ED SHALL FOOT DISTANCE FROM THE WALL. \ I I I ` LIGHTS ON 510E ELEVATION: BE REPIAGED. I I I I I o RA$BRAND ,RPAD WALL I'll. FLOOR SLABS RE5TIN6 ON FILL SHALL BE REINFORCED WITH bb-1010 W.W.M. I I I I \ 0 I PAK 10 WATT 10. THE CONTRACTORS SHALL 6UARANiiE ALL WORK INSTALLED UNDER THE GONTRAGT5 FROM A PERIOD OF ONE(1)YEAR FROM DATE NEW M 10 LIGHT ON POLE OF COMPLETION,AS,EVIDENCED BY THE DATE OF THE FINAL CERTIFICATE,KE55 A LONGER PERIOD 15 GALLED FOR IN THEEl o (aim down awa from neighbors) 5EGTION5 OF THE SPECIFICATIONS. CARPENTRY P.E. \\b I I I ❑ -p 11. THE 6ENERAL CONTRACTOR SHALL B:RESPONSIBLE TO FILE ALL REQUIRED INSPECTION REPORTS,CONCRETE CYLINDERS I. ALL 5TRUGTURAL LUMBER SHALL BE WEST COAST DOU6LA5-FIR LARCH,NO.I OR BETTER 6RADE F5=1400 P51 IN 51ZE5 AS INDICATED I- • •-W • I ---�- --- _-• • I o I NEW I2'-0" PYG GATE (TVP) REPORTS,STEEL AND RA50WY AFFIDAVITS,MATERIAL TIGKET5,ETC.AS MAY BE REQUIRED FOR FINAL AGGEPTANGE BY THE LOCAL ON PLANS. GRADE MARKED PRIOR TO DELIVERY TO SITE. •• • • .•. • • •.•. .•. • .••- MUNICIPALITY. .'. .` tx 2. WOOD BEAMS SHALL BE BRI06M WITH I'X 3'DIA60NAL WOOD OR METAL MEMBERS OR 50LID WOOD BRI061N6 SPACED 8'-0'O.G. . • • • • - • , y , 12. WHERE A DISGREPAMGY MAY EXIST BETWEEN THE DRAWINGS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENT SHALL MAXIMUM. NEW 6'-0" HIGH PVC, •• • •+, �; BR ��4E' PREVAIL. FENCE (TYP) I .+. - - NEW SPHALT 4-W GENIE HOUSE • • •W .I�ODEL�15�€>rRIES I 3. WOOD BEAMS SHALL NOT BE GUT,BORED OR NOTCHED IN EXGE55 OF THE LIMITATIONS SPECIFIED IN 5EGTIOiN R502b OF THE CODE. • ••• ,•• #'15311-Y6`. .•. I . . - . P�ING .'�RA55�R�,�` _ • NEW PHALT - q 13. THE DRAWIN65 AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND A5 SUCH REMAIN THE PROPERTY OF THE ARGHITEGT ® • I .' ,` y'•'•• • • •y •, WHETHER THE WORK FOR WEIGH THEY ARE INTENDED 15 EXECUTED OR NOT. ANY USE OF THE DOGUMENT5 WITHOUT THE 4. BEAMS 5HALL BE DOUBLED UNDER ALL PARTITION5 WEIGH ARE RUNNING PARALLEL TO 5UGH BEAMS. •-.- - - -.- -• I .W • • ,a , • A�ING .• S- WRITTEN CONSENT OF THE ARGHITEGT5 SHALL BE PROHIBITED. �/ f • 'W' ,`,', 5. JOISTS SHALL BE 5I F'PORTED LATERALLY AT THE ENDS BY FULL-DEPTH SOLID B OGKIN6 NOT LE55 THAN 2'"NOMINAL THICKNESS #+L • - • +`�`. , y . • I - • a` Q 14. THE LATEST EDITION OF THE A IA.DOCUMENT#A201 SHALL APPLY TO THIS PROJECT,WITH MODIFICATIONS AS,L15TED UNDER THE AND DEPTH EQUAL TO THE DEPTH OF THE J015T5. • i•W +•+ •• i `.•. ��•.•. W • • •. ••`.` . . . . . . . . . . . . . IB.a'I • 1 SUPPLEMENTARY GONDITIONS,AND BECOME PART OF THE A6REETENT. Q L' - • • W I `•`•' b. PRE-ENGINEERED WOOD MEMBERS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFAGTURER5'i SPECIFICATIONS. • •-;- - - "' o 15. THE GENERAL CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE MEANS AND MEiI40D5 OF GON5TRUGTION INGLUDIN6 JOB AND 51TE GUTS,NOTCHES AND HOLES BORED IN THE TRU55E5,LAMINATED VENEER LUMBER,6L.UE-LAMINATED PE43ER52 OR I-JO15T5 ARE '� `." •W• • - • • •= • - NOT PERMITTED UNLESS THE ET�EGTS OF SUCH PENETRATIONS ARE SPEGIFIGALLY CONSIDERED IN TILE DESIEN OF THE MEMBER. • • 15.1' • ••••• •. •� "' --- SAFETY AND TO COMPLY WITH ALL APPLICABLE 05NA.STANDARDS. LOCATION OF • • • o TE5T HOLE I o 16. THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PERMITS AS MAY BE REQUIRED BY THE MUNICIPALITY HAVING 1. omit .• • `` CD - 0 JURISDICTION,ARRAN6E FOR ALL REQUIRED INSPEGTION5,OBTAIN ALL NECESSARY 516N-OFF-5 AND FINAL LETTER OF COMPLETION b. ALL 51LL PLATES SHALL BE MINIMUM 2'X b'PRE55URE TREATED WOOD. INSTALL GONTIND6 METAL TERMITE SHIELDS TURNED •�• ••- - o 0 AND/OR GERTIFIGATE OF OCCUPANCY AS,MAY BE REQUIRED. DOWN ATA 45 DE6RI3=ANGLE ON THE EXTERIOR AND INTERIOR SIDES OF THE FOUNDATION WALLL:�R'�AELL C0WUTAT10N5- - - - _ U-) 11. THE CONTRACTOR SHALL BE RESPONSIBLE To NOTIFY THE ARGHITEGT A MINIMUM OF THREE(3)WORKING DAYS PRIOR TO q, 51LL PLATES SHALL BE SECURED TO FOUNDATION WITHY2 DIAMETER ANCHOR BOLTS 5PAGED A MAXIMUM OFF 12 INCHES O.G. FROM PAVING AREA = 12,102,x6 50. FT. 2 5 HIGH BLUE SPRUCE COMPLETION OF ANY WORK REQUIRIN6 A CONTROLLED IN5PEGTION. IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO EACH CORNER AND 30'O.G.FOR INTERIOR BOLTS. BUILDING AREA = 2,781.41 50. FT. (not Included) LO INSURE THAT THE WORK 15 GOHU-TE AND IN COMPLIANCE WITH THE APPLICABLE GODE REMAI[ION5. IN THE EVENT THAT THELq WORK 15 NOT COMPLETE OR DOES NOT COMPLY WITH THE APPLICABLE RE6UATION5 THE CONTRACTOR 5HA11 B:RESPONSIBLE 10. FASTENERS,HANGERS AND NAILING FOR TREATED LUMBER SHALL BE FABRICATED OF MATERIALS APPROVED FOR U5E WITH THE GRA55 AREA = 3,016,14 50. FT. (not included) Lf) o To REIHXR5E THE ARCHITECT FOR H15W TIME AND EXPEN5E TO RE-IN5PEGT THE PREMISES. SPECIFIC,TYPE OF TREATED LUMBER INSTALLED IN AGGORDANGE WITH THE MANIFAGTUREZ5 SPECIFICATIONS AND IN ACCORDANCE ROOF AREA = 5,02&.0152. FT. , � 0 0 WITH THE LR43M MANIFAGTURER5 5PEGIFICATION5. = 15,130, 3 50. FT. � LANE 15. TIE 6ENERAL CONTRACTOR SHALL B'_RESPONSIBLE TO RETAIN A LICENSED LAND SURVEYOR To GHEr AND VERIFY ALL LINES AND 5EBAGK5 TO INSURE THAT ALL DIMiEJ51ON5 AND DISTANCES ARE CORRECT PRIOR TO THE START OF FRAMIN6. REPORT ANY II. WHERE METAL CONNECTORS AND 5TRAPPIN615 INDICATED ON THE PLANS THE DB16N 15 BASED UPON PRODUCTS MANLFAGTURED CD 015GREPANGIE5 TO THE ARCHITECT. BY 51MP50N 5TRON6-TIE 5PEGIFIGALLY TO MST THE STRUCTURAL CALCULATIONS. SUBSTITUTIONS WILL NOT BE PERMITTED 15,130,83 X .Il" RAINFALL = 2,614.26 U. =T. RAINFALL UNLESS GOMPLIETE DETAILS AND MANUFAGT11RfR5 LOAD COWLITATION5 ARE SUBMITTED AND APPROVED BY THE ARGHITEGT. _ Iq. THE SERVICES OF THE ARGHITEGTS DO NOT EXTEND TO OR INCLUDE TIE REVIEW OR 517E OBSERVATION OF THE GONTRAGTOR'5 GAPAGIT( OF 10'-0 X 5'-0" DIA. DRYY LL = 342.1 GU. FT. X 2 = 684.2 GU. FT. PLOT PLAN WORK OR PERFORMANCE AND AS SUCH THE 65ERAL CONTiRA(ToR A55UMIE5 ALL RESPONSIBILITY FOR THE MEANS AND METHODS 12. ALL TAIL BEAMS 514ALL REST ON APPROVED TYPE BRIDLE IRONS. OF CONSTRUCTION,FOR JOB SAFETY ON THE JO55ITE,AND PROTECTION OF THE 6ENERAL PUB-IG AND ADJOINING PROPERTIES AND CAPACITY OF 10'-0 DIA. DOME = 108.1 GU. FT. q�, I/,(?,. = I'-0" UTILITIES AND THAT THESE RESPONSIBILITIES ARE INTENDED To BE AND TO REMAIN SOLELY TH05E OF THE 6ENERAL CONTRACTOR 13. omit TOTAL = lg2.q Q. FT. IT 15 FURTHER A6REED THAT THE 6ENERAL GONTRAGTOR WILL DEFEND,INDEMNIFY AND HOLD HARMLE55 THE ARCHITECT AND 14. WOOD STUD WADS 5HALL BE GAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT THE CORNERS AND ALL INFORMATION $A5ED UPON SURVEY PREPARED BY THOMA5 MATARAZZO,LIGEN5ED LAND 50RVEYOR OWNER FROM ANY GLAIM OR 501T WHATSOEVER,INGLUDI%THE ABOVE AND NOT LIMITED TO ALL PAYMENTS,EXPEN5E5 OR C05T5 INTERSECTIONS WITH BEARIN6 PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES. 5TUD5 SHALL HAVE 2,614.26 /lg2.q = 3.3 N 4 DATED 1-4-2013,UPDATED 12-20-2013. THE CONTRACTOR 5HALL BE RE5PON515LE TO RETAIN A LIGEN5ED INVOLVED,ARI51N6 FROM OR ALLEGED TO HAVE AR15EN FROM THE GONTRAGTOW5 PERFORMANCE OR FAILURE OF THE FULL BEARING ON A BOTTOM(SOLE)PLATE NOMINAL 2 INCH THICK WITH WIDTH EQUAL TO THE WIDTH OF THE STUDS. LAND 51JRVEYOR TO CHECK AND VERIFY ALL LINE5,BOUNDARIE5,5ETBAGK5,ELEVATION5 AND GoN RAGToR'5 WORK TO CONFORM To THE OB16N INTENT AND TTE CONTRACT DOCUMENTS. DIMEN510N5 PRIOR TO EXCAVATION. REPORT ANY 015GREPANGIE5 TO THE ARCHITECT PRIOR TO ONLY MEMEBERS OF CRESCENT BEI�GH ARE PERMITTED TO 570 15. WHEN PIPING OR DUCii�IORK 15 PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-5EARIN6 MALL,MEGE551TATIN6 U5E (8) 10'-0 X 5'-0" PREGA5T DRYWELL5 W/ (4) 10'-0 DIA. DOME5 PROGEEDIN6 WITH THE WORK. GUTTIN6,DRILLIN6 OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH,A 6ALVANIZtED METAL TIE OF NOT MATERIALS ON SITE AND INSTALL 5TORA6E. (ANY BOATS STORE D E M 0 L I T 10 N LE55 THAN 0.054 INCH THICK(I"(166A)AND I'% INCHES WIDE 5HALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH 51DE FOR 51TE PHOTOMETRI G PLAN 5EE DW6 - A3 OF THE OPENING WITH NOT LE55 THAN EIGHT Ibd NAILS ON EACH 510E OR EQUIVALENT. - CAST DOME ON 51 TE ARE NOT PERMITTED TO BE MORE THAN 25 FEET LONC). I. THE GONTRAGTOR SHALL TAKE ALL USUAL AND PROPER PRECAUTIONS TO PREVENT ACCIDENTS OR INJURY TO ALL PERSONS,AND � ANY DAN6ER TO PROPERTY ABOUT OR ADJACENT TO PREM15E5 WHERE WORK 15 B:IN6 PERFORMED,AND ERECT AND KEEP IN Ib. WALLS SHALL B'_BRACED IN AGGORDANGE WITH 5EGTION R602.10 OF THE CODE. m PLACE AT ALL TIMES ALL USUAL,PROPER NEGE55ARY,AND REQUIRED DANGER SIGNS,SAFEGUARDS,FENCING AND BARRICADES. 11. ANY 5TUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTGIED TO A DEPTH NOT EXGE IDIN6 25 PERCENT OF 000 Q❑1:11113 2• THE CONTRACTOR SHALL INDEMNIFY AND"HOLD HARMLE55'BOTH THE OWNER AND ARCHITECT A6AIN5T ALL GLAIM5,SUIT5, ITS WIDTH. 5TUD5 IN NONBEARIN6 PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF THE STUD WIDTH. _ ®®®®®® CAST DRYWELL DAMA6E5,AND.UD6atW5,INGLUDI%COUNSEL FEES AND DISBUR5EMENT5 INGURRED IN DEFENSE OF ANY ACTION,TO WMICH O 0001=11=11-1❑❑ THE OWNER OR ARGHITET MAY BE%bJEGTED OR WHICH THEY MAY SUFFER BY REA50N OF ANY INJURY TO PBR50N OR Ib. EXTERIOR 5HFATHIN6 SHALL B'_MINIMUM 5/8'EXTERIOR 6RADE PLYWOOD 5HFA-MM. ❑❑ED]��El❑1:1G O ❑❑❑0 0❑ ❑ O 5UBGONIRAGTOR5,A6ENT5,OR EMPLOYEES,IN PERFORMANCE OF THE WORK,OR AR151N6 OUT OF WORK PERFORMED HEREUNDER, EK El❑ INGLIVIN6 THE IDENTIFiGATiON AND REMOVAL OF ANY,AND ALL A5BE5TO5 OR A55E5TO5 GOMP051TION MATERIALS,IN THE EVENT Iq. BUILDING FELT SHALL BE A5F'HALT-SATURATED FELT FREE FROM HOLES AND BREAKS,WEI6HIN6 NOT LE55 TTHAN 14 POUNDS PER 13001=11=100012" GRAVEL �I THAT ASBESTOS,OR ASBESTOS MATERIALS,ARE ENCOUNTERED,THE CONTRACTOR SHALL ARRAN6E TO HAVE THE PREMISES, 100 SQUARE FEET AND GOMIPLYIN6 WITH A5TM D 22b. FELTS SHALL BE APPLIED HORIZONTALLY,WITH THE LUPPER LAYER LAPPED Z/�°�I�I�1 I I �C-7 I NFCRR 4AT I®�II � INSPECT®BY A LICENSED INSPECTOR TO PROPERLY IDENTIFY THE MATERIALS AND TO FILE A REMOVAL PLAN FOR APPROVAL BY OVER THE LOWER LAYER NOT IE55 THAN 2 INCHES. WHERE JOINTS OCCUR,FELT 5HALL BE LAPPED NOT LE55 THAN b INCHES. 0 000 THE MUNIGIPALITY. ALL WORK TO BE PERFORMED IN AGGORDANGE WITH ALL LOCAL LAWS AND ENVIRONMENTAL A6ENGY CRITERIA. O 01711:3 Q❑01710 O 20. 'TGE SHIELD"UNDERLAYMENT SHALL BE INSTALL®WITHIN 2'-0'OF THE EXTERIOR WALL SURFACES FOR ALl1 ASPHALT,WOOD,SLATE ry ®®®®®®®® Ig85 MAPLE LANE, 6REENPORT,NY IIg44 3. THE CONTRACTOR SHALL CAREFULLY STUDY ALL DRAWIN65 To FULLY DETERMINE THE EXTENT OF THE DEMOLITION WORK AND METAL 51WAB5HAKE MATERIALS AND BELOW ALL MINERAL WAGED ROLLED ROOFING AREAS. 'AQ El ❑=0 E]❑❑ REQUIRED IN THE EXI5TIN6 FJ BUILDIN6 AND THE EFFECT OF 5XH WORK ON THE EXI5TIN6 CONSTRUCTION _EMIENT5 AND SERVICES. �n ❑❑❑=0 E]IED ED] SEG,: 35 ELK: 8 LOT: 3.2 ZONE: 21. ALL PARTITIONS SHALL BE CONSTRUCTED OF 2'X b'WOOD 5TUD5 SPACED lb"O.G.WITH ONE LAYER OF 5/87' 6YP5UM WALLBOARD ° ❑❑❑ ❑❑❑ ®®®®®®®® hI - (�� -;x;1;1 i 4 THE GONTRAGTOR SHALL PROVIDE ALL PROTECTION AND 5AFE6UARD BY 6000 GONSTRllGTION PRAGTIGE FROM THE START OF ONE EACH 510E UNLESS NOTED OTI�W15E ON THE DRAWINGS. 0001=1=00 y i 1�� � ' s r i ' 3LOT' 51ZE = 158.86' X 121.02' (IRRE6) = 18,511.01 50. FT. WORK UNTiL ITS COMPLETION AND ACCEPTANCE BY THE OWNER AND ARCHITECT. rof-l" 1 000 000 000� oRESPONSIBILITY FOR MATERIALS,5TRUGTURAL ELEMENTS,METHOD5,TIMING,5EQUENGE Ii JUN 1 9 201 4 d I 5. THEGONTRACTORSHALLA55UMEFULL EXTERIOR WINDOWS AND 6LA55 DOORS ID'-0" DIA. SAFETY OF LIFE AND PROPERTY. I I I'i'INN REQUIRE PiZ4P05>ED �,..�..� ..._...u._°.,�..�u.�.� NECESSARY AND AS,REQUIRED BY THE LOCAL AUTHORITIES I. ALL ExIROR WINDOWS AND 6LA55 DOORS SHALL B:DE516NED To RE515T THE 0516N WIND LOADS 5PEGIIFIED IN TARN:R3012(2) LL Y` b. THE GONTRAGTOR SHALL PROVIDE ALL SHORING AND BRAGIN6 AS, I_, �; �� MHE GO JURISDICTION. L SHORING OR BRAGNG SHALL BE REMOVED UNTIL ALL NEW 5TRUGTURAL ELEMENTS ARE PROPERLY SET AD,J,ISTEDFOR 4E16HT AND EXPOSURE PER TABLE 830120. UNITS SHALL BE TESTED BY AN APPROVED IRCEPENDENT ������� ��T�I�� _ 6-11-14 REV15E PER DOB GOMMENTS IN PLACE AND SECURED AND THE ACTUAL TRANSFER SH OF LOAD AS,GRADUALLY OCCURRED. LABORAMY,AND BEAR A LABS_IDENTIFYIN6 MANUFACTURER,PERFORMANCE CHARACTERISTICS AND APFPROVED IN5PEGTION BUIL'DIN6 AREA - 2,181.41 A6ENGY TI INDICATE COMPLIANGE WITH THE REQUIREMENT5 OF AAMAINWWDA 101/152. N.T.5. FLOIOR AREA 2,181.41 2 I-27-14 REVISE PER DOB COMMENTS SHALL PROVIDE ALL 5GAFFOLDIN6,BARRIGADE5,ETG. 1. THE CONTRACTORAS,REQUIRED BY THE JOB CONDITIONS AND THE LOCAL FRONT YARD - 36.41' I 12-5-13 RENUMBER BAY UNITS AND GALL AUTHORITIES. 2. WINDOW AD 6LA55 DOOR A55EMB_IE5 SHALL B:ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURERS 510E YARD - 42.34' REGOMMEDATIONS TO ACHIEVE TIE DL-SIGN PRESSURE 5F'EGIFIED. REAR YARD - 3&.14' OUT LI6HT FIXTURES ON PLOT PLAN b. THE CONTRACTOR SHALL REMOVE AND RELOCATE ALL EQUIPMENT AND FURNI5HIN65 AS,REQUIRED BY JOB CONDITIONS AND AS DIRECTED BY THE ARGHITEGT AND RECONNECT TO INSURE PROPER OPERATION. 3. OMIT HEIGHT 6-1a-13 ISSUED TO DDB 18'-I" OT� q. ALL PLUMBIN6, A5 AND ELECTRICAL CONNEGTION5 TO B:REMOVED SHALL BE SAFELY GAPPED BELOW THE FLOOR LEVEL. 4, IN H16H WD BORNE D®R15 AREAS WITHIN ONE MU E OF THE COASTAL MEAN H16H WATER LINE,A5 PETi RMIINED BY THE LOCAL revision: date: description: 6 MMICIPAIY,THE CONTRACTOR SHALL FURNISH WOOD 5TRUGTURA:L PANES WITH A MINIMUM THICKNE55 OF'1Ab'AND MAXIMUM DENOTE5 5TRAW BALE LOCATION SPAN OF-0'FOR EACH WINDOW. PROVIDE 5TAINLE55 STEEL CLIPS FOR WINDOWS FASTENED IN AGCORP ANGE WITH T ON AT PROPERTY LINE I,�' G CONCRETE R3012.1.2F THE CODE. EACH PANE-SHALL BE CLEARLY IDENiTFIED AND STORED ON SITE. YY JTO���� BU I L�I N� 1. FOUNDATION DE516N 15 BASED UPON 501L GLA55 5W,5P,5M,5G,6M AND 6C,• SOIL BEARING VALUE A55UMEO AT 2 TONS PER 5Q. GONTINUOU5 FABRIC ANGLE FIRST STAKE TOWARD �u I��1�� INFORMATION FOR FT.SUB.EGT TO BALDING INSPECTORS APPROVAL. IN THE EVENT THAT THE EXCAVATION REVEALS 501L OF LESSER COW051TION BARRIER ON 5OUTH 51DE PREVIOU5LY LAID BALE ANGHORING DETAIL 6REENPORT GREBGENT BEAGH A550GIATION THE CONTRACTOR SHALL NOTIFY THE ARGHITEGT IMMEDIATELY PRIOR TO PROGEEDIN6 WITH THE WORK STRAWBALE NOTES; • (NOT TO 5GALE) BUILDING OCCUPANCY = U 1a85 MAPLE LANE, 6REENPORT, NY I1a44 2. THE SOIL DIRECTLY UNDERLYIM6 FOOTINGS,FOUNDATION PIERS,AND FOUNDATION WADS SHALL BE INSPECTED BY THE ARCHITECT / / • 1. BALE5 5HALL BE PLACED AT THE TOP OF A SLOPE OR ON THE CONTOUR GON15TRUGTION GLA55 = 5A OR EN6INEER AFTER EXCAVATION AND PRIOR To CONSTRUCTION OF FOOTIN65, THE DEPT.OF BUILDIN65 SHALL BE NOTIFIED 3 ' , , ` . '• .. •' AND IN A ROW WITH END5 TIGHTLY ABUTTIN6 THE ADJACENT BALES. � WORKEN6 DAYS PRIOR TO CONSTRUCTION OF FOOTIN65. A REPORT OF 5UGH INSPECTION DE5GRI5IN6 GONDITION5 FOUND SHALL FLOW FLOW � e /. 2. EACH BALE SHALL BE EMBEDDED IN THE 501E A MINIMUM OF (4) INCHES TABLE 503 lAQ cQ C, BE FILED WITH THE DEPT.OF BUILDIN66 BY THE ARCHITECT OR ENGINEER MAKING SUCH INSPECTION. a . .• •• • AND PLACED 50 THE BINDINGS ARE HORIZONTAL. MAX FLOOR AREA = 5,500 • 1602 Iakeland ave., Bohemia, ny 11116 3. ALL Fo0TIN65 SHAM BE MINIMUM 12"DEEP WITH A MINIMUM b'PROJEGTION ON BOTH SIDES OF THE FOUNDATION WALL 3. BALES SHALL BE 5EGURELY ANCHORED IN PLACE BY EITHER 11^10 5TAKE5 MAX 5TORY = I OR RE-BARS DRIVEN THROUGH THE BALE.THE FIRST 5TAKE IN EACH BALEMAX HEIGHT = 40' 651-588-4444 andrew5deloon I@ ohoo.Gom 4. DIFFERENGE5 IN FOOTIN6 LEVELS ARE TO BE STEPPED UP OR DOWN AT A 30 DE6REE AW-11E. THE TOP OF THE FOOTING SHALL BE 5HALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BAIL AT AN ANGLE TO INSTALLED LEVE.. THE BOTTOM OF FOOTTN%MAY BE 5LOPED PROVIDED THE SLOPE DOES NOT EXCEED A I FOOT VERTICAL TO 4" VERTICAL / FORGE THE BALES T06ETHER.5TAKE5 SHALL BE DRIVEN FLUSH WITH THE BALE drawn Icy: sheets In set: 10 FOOT HORIZONTAL SLOPE. FACE i 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE O PFtCHf TFG,T ad 5 MADE PROMPTLY A5 NEEDED. NEWT BUILOIN6 "AMC 5. BOTTOM OF ALL EXTERIOR FOOTIN65 5HALL BE MINIMUM OF 5-0'BELOW ADJOININ6 GRADE. BEDD I NC DETAIL / " " yG checked ° 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR U51EPl1LNE55 50 11-(0 X 36-4 = 2,181.41 5Q. FT. 6. 6TROIAND FLOOR SLABS SHALL BE 4'THICK CONCRETE REINFORCED WIbkh TH 66-1010 WWM UNLESS OTHERWISE NOTED,WITH (NOT TO SCALE) BOUND BALES PLACED AS,NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. D J w i ,i , , :i !�!�i�i��i� �� ON CONTOUR b. PROPOSED CONTOUR LINES ARE APPROXIMATE,ALL GRADING WILL BE COMPLETED a t' Y POLYETHYLENE VAPOR BARRIL3R PROVIDE EXPAML510N JOINTS AT ALL WALL COLUMN BREAKS. ��� A � � -.__._ a o date: '{ ` WITH MATERIALS STOCKPILED ON-5111=. 1 WOVEN WIRE MESH 5HALL BE COLD DRAWN AND HAVE A MIN.ULTIMATE TENSILE 5TREN6TH OF 10,000 P5.1. _ 1. IF NECESSARY TO 5UPPLEMENT EXISTING 51TE TOP501L,TOP501L MAY BE 2 RE-BARS,STEEL PIGKET5 OR 2" X TRAN5PORTED To 51TE. MAXIMUM DEPTH OF NEW TOP501L = 4 INGHE5. Ci� b. CONCRETE EXP05W TO ACTION OF FREEZIN6 WEATHER SHALL.BE DBI&ID WITH ENTRAINED AIR ADDITIVES. EIR051ON CONTROL DETAIL 2" 5TAKE5. I" TO 2y2' IN GROUND. b. ER05ION CONTROL MEASURED WILL$E MAINTAINED UNTIL A FULL 5TAND OF 6RA55 file:S,T DRIVE 5TAKE5 FLU5H WITH BALES. HA5 BEEN E5TABL15HED. 13-22 q. FOUNDATION WADS SHALL BE BRAGED TOP AND BOTTOM PRIOR TO BAGKFILLIN6. 5GALE: 1/2" = 1'-0" 6ENERAL NOTES ELECTRICAL I. ALL WORK SHALL 13E CONSTRUCTED IN AGGORDANGE WITH THE I E51MWIAL CODE OF NEW YORK STATE,FUEL 6A5 CODE OF NEW YORK STATE,MECHANICAL CODE OF NEW YORK STATE,PLU481N6 CODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF I. ALL WORK SHAM BE INSTALLED IN AGGORDANGE WITH CHAPTER 21 OF THE BUILDIN6 CODE OF NEW YORK STATE. NEW YORK STATE,E`.NEW GONSERVATION CONSTRUCTION CODE OF NEW YORK STATE LATEST EDITIONS. ALL WORK SHALL COMPLY WITH THE FOLLOWIN6 OB16N CRITERIA: 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS,APPROVALS,AFFIDAVITS„GERTIFIGATE5,ETC.AND PAY ALL FEES A5 REQUIRED BY THE LOCAL AUTHORITIE5 AND FIRE UNDERWRITERS OR AN ELECTRICAL 1015'TION AaNGY APPROVED BY THE LOCAL z REAR LIGHT5 : TABLE 8301.2(1) MUNICIPALITY. BRAND,6ENIE HOU5E MODEL 153 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NEW 6-0" 14161-1 PVC, FENCE (TYP) 5ERIE5# 15311-V6 SUBJECT TO DAMAGE FROM ICE SHIELD 3. THE MINIMUM LOAD FOR UN6ROUNDED SERVICE CONDUCTORS AND 5ERVIGEE DEVICES THAT SERVE 100 PERCENT OF THE DWELLING O 121,02 WIND SEISMIC WINTER UNDER- GROUND SPEED DESIGN FROST LINE DESIGN LAYMENT FLOOD AIR FREEZING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E35022. rs' l _ _ _ _ _ _ _ _ _ o SNOW LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS INDEX 4. WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E37012,ALLOWARBLE APPLICATIONS FOR WIRIN6 ME M005 5HALL BE IN � r- "- 20 P5F 110 G SEVERE 3'-0" MOD/H 5L/MOD 13N/115 YES SEE EXAM. 5q4 ACCORDANCE WITH TABLE 3101A 6ENERAL INSTALLATION AND SUPPORT RZE�IUIREMENT5 FOR WIRING METHOD5 SHALL 13E IN cSJ ACCORDANCE WITH TABLE E3102.1. aNEW ASPHALT o (3) XWOOD 24" HIGH2. THE 6ENERAL CONTRACTOR 5HALL BE HED TO HAVE V151TED THE 51TE AND PREM15B AND TO HAVE COMPARED SAME WITH THE 5. THE CONTRACTOR SHALL PROVIDE RECEPTACLES 50 THAT NO POINT ALO%THE FLOOR LINE IN ANY WALL 5PACE 15 MORE THANDRAWIN65 AND 5PEGIFIGATION5,AND TO HAVE SATISFIED THEW--aVE5 WITH THE EXISTING GONDITION5,BI FORE 5UBMITTIN6 b FEET MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. o „nPAVINGo0 0THEIR BID,AND SHALL A501E FULL RE5PON51BILITY THEREFORE. ANYDI5GREPANGIE5FOUND BETWEEN THE AGTUAL CONDITIONS - - - - - - - - - - - o - - - - - - - - - oAND INFORMAT70N 61VEN ON THE DRAWING SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND NO WORK,50 AFFECTED 6. ALL NEW FIXTURES SHALL BE AS 5ELEGTED BY THE OWNER,HURNI5HED AMID INSTALLED BY THE ELEGTRIGAL GM RMTOR.SHALL PROCEED WITHOUT WRITTEN INSTRUCTIONS FROM•EHE AB.GHIIICT. 1. ALL GEILIN6 FIXTURE5 SHALL BE SWITCHED WITH DIMMER SWITCHES. WHERtE MULTIPLE SWITCHES MAY BE REQUIRED CONTRACTOR MOTION L16K RA13 BRAND, INEW(2) 1O'-0" DIA. X 5'-0" PRE 3. TINE CONTRACT DRAWING INDICATE THE EXTRNT AND 6BJERAL ARRANGEMENT OF THE SY5TEM5. IF ANY DEPARTURES FROM THE 15 TO INSTALL 6AN6 TYPE UNITS. CONTRAGT PRANN65 ARE DEEMED NEGE55ARY BY THE GONTRAGTOR,DUE TO GONFLIGT WITH APPLICABLE CODES AND THE BEST �I WAD WALL PAK 10 WATT o I n I GA5T DRYWELL5 4 DOME W/ PRACTICES OF THE TRADE,THE DETAILS OF SUCH DEPARTURES AND THE REASON THEREFORE 5HALL BE 511BMITTED AS 50ON A5 8. ALL BATH,TOILET,KITCHEN AND 6ARA6E OUTLETS SHALL 13E 6ROUND-FAULT-IWERRUPTER PROTEGTION APPROVED DEVIGE5. I � o I o OPEN 6RATE. =- I POSSIBLE TO THE ARCHITECT FOR APPROVAL NO SUCH DEPARTURES SHALL BE MADE WITHOUT I-PRIOR WRITTEN APPROVAL OF THE - - - - - - - - - - - - - -� I � CONNECT LEADER TO 6" DIA. ARCHITECT. q. THE CONTRACTOR 5HALL OBTAIN FIRE UNDERWRITERS OR OTHER EL.EGTR16AL INSPEGTION A6ENGY APPROVED 13Y THE LOCAL I 5GH. 40 PVC (TYP) K NIGIPALITY UPON GOMPLErION OF HI5 WORK. P E. 10461 ----'.A --- -- --- E• 10461 I o 0 4. ALL WORK SPECIFIED HEREIN MUST BE INSTALLED IN FULL ACCORDANCE WITH THE REQUIREMENT5 OF ALL LOCAL AND 6OVE RNhENTA L DEPARTMENT5 HAVING.URISDIGTION OVER THESE MAITER5 A5 WELL AS WITH E ANY RUIREMENT5 OF THE /' I \\ o E. 04.42 a o NATIONAL BOARD OF FIRE UNDERWRITERS,NATIONAL ELECTRIC CODE,OR 51MILAR APPROVALS,PERMIT5, IWfEGTION5,ETG., BEFORE GOMMLENGIN6 ANY WORK A5 TO AVOID ALL DELAYS DURING CONSTRUCTION AND HE 5HALL TURN OVER THE OFFICIAL 10. GONGRETE SHALL BE PRODUCED FROM BATCH PLANTS APPROVED BY THE GOMM155IONER BASED ON P'REV`IOUSLY AGGEPTED MIX I A RECORDS OF THE 6RANTIN6 OF PERMITS TO THE OWNER. THE CONTRACTOR 5HALL HAVE A FINAL SURVEY PREPARED UPON DE516N5 AND RE5ULTIN6 IN MIXES OF STREN6TH SPECIFIED. 1 20.0 MIN. (TYP) I 20.0 MIN. COMPLETION OF THE WORK. THIS SHALL E3E DONE WITHOUT ADDITIONAL COST TO THE OWNER. 1 A I I ® I II. CONCRETE TO E3E 3000 PS.I.®28 DAYS. 5.15 BAG GE=h1ENT/GU.YD.GONE.1%GALLONS WATEWg4 LBS.SACK OF GEMENT-UNLESS P . 104. 2 I i 5. ANY ITEMS OF WORK SPECIFIED HEREIN AND/OR SHOWN ON THE DRAWINGS WHICH CONFLICT WITH AFOREMENTIONED RULES, OTHERFIISE SPECIFIED. LI6HT5 ON 51DE ELEVATION: U-, I I REM ATION5,AND REQUIREMENT,SHALL BE REFERRED TO THE ARCHITECT FOR DE G1510N RAS BRAND 'RPAD WALL 12. THREE(3)TEST GYLINDER5 SHALL BE PROVIDED FOR EACH 50 C.U.Y05-OR FRACTION THEREOF IN ANY ONE DAYS PLACING. PAK 10 WATT 1 b. THE WORK SHALL NOT BE DEEMED TO HAVE REACHED A STATE OF GOMPLETION UNTIL ALL FINAL CERTIFICATES HAVE BEEN o / �� 4235- � DELIVERED. 13. FOUNDATION WALLS 5HALL EXTEND A MINIMUM OF 4 INCHES ABOVE THE FINAL ESTABLISHED ADJOININ6 6RADE. 42 34 �6 3' 1. EACH CONTRACTOR SHALL BE HELD RE5PO%IBLE FOR AND BE REQUIRED TO MAKE 6000 AT HI5 OWN EXPENSE ANY AND ALL 14. THE CONTRACTOR SHALL PROVIDE%'DIAMETER ANCHOR BOLTS SPACED'A MAXIMUM OF 2'-b'ON CENTER 12'MAXIMUM FROM THE - - - I I 1 0 DAMA f:5 TO THE OWNERS OR NEIGHBOR'S PROPERTY,A5 WELL A5 PUBLIC UTILITIES OR MUNICIPAL PROPERTY,AND/OR TO ANY ENDS OF EACH PLATE SECTION. \ / I I NEW�5PHALT WORK CONTRACT,WHICH 15 GAU5ED BY 0I5 WORK OR WORKMEN DURING THE EXEGU`10N OF HI5 CONTRACT. 15. EXTERIOR FOUNDATION WA115 SHALL RECEIVE 2 GOATS OF AN APPROVED MA5TIG ASPHALT WATERPROOFIN6 AND FELTS APPLIED - , I I I r,P VINE N 8. EAGH CONTRACTOR SHALL,AT ALL TIMES taP THE PREMISES FREE FROM AGGUhULATION OF WASTE MATERIAL OR RUBBI5H WITH A TROWEL AND SHALL EXTEND FROM THE FINISHED 6RADE TO THE BOTTOM OF FOOTING. A b-MIL-THICK POLYEhh'LE NE FILM � - I 1 �� I o I REMOVE EXISTING BARN GAU5ED 13Y HI5 WORK. ON COMPLETION OF HI5 WORK,ALL RUBBISH AND UNUSED MATERIAL SHALL BE RB40VW AND THE PREMISES SHALL BE APPLIED OVER THE BELOW-6RADE PORTION OF THE EXTERIOR FOUNDATION WALLS PRIOR TO BAGKFILLIN6. JOINTS IN / I I NEW pNE I TORY 1 � I a LET BROOM GLEAN. THE POLYETHYLENE FILM SHALL BE LAPPED b INCHES AND SEALED WITH(ADHESIVE. THE TOP ED6E OF THE POLYETHYLENE FILM SHALL BE BONDED TO THE 5HEATHIN6 TO FORM A SEAL.. I NEW A5PHAL I BAR I I ( ) XWOOD 24" HIGH q. UPON COMPLETION OF ALL WORK,THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS RE5ULTIN6 FROM THE BUILDIN6 \ PAYING / I RECYCLES OPERATION AND SHALL LEAVE THE ENTIRE 51TE IN A NEAT,GLEAN AND ACCEPTABLE CONDITION. ALL WINDOWS,HARDWARE, Ib. THE 6RADE ADJOININ6 ALL FOUNDATION WALLS SHALL BE SLOPED AT A MINIMUM OF 51X(6')INCHES WITHIN THE FIRST TEN(10'-0") o � A 1 FIINI51-1 FLOOIR 104.15' I I APPLIANCES,P1.UM5IN6 FIXTURES,CERAMIC AND 6RANITE TILE,SHALL BE GLEANED. ANY ITEMS SCRATCHED OR DAMA60 SHALL FOOT P15TANGE FROM THE WALL. BE REPLACED. CD L Il. FLOOR NA35 RE5TIN6 ON FILL SHALL BE REINFORCED WITH 66-1010 W.W.M. I 1 I NEW REFUSE ENGLO5URE 10. THE GONTRAGTOR5 SHALL 6UARANTEE ALL WORK INSTALLED UNDER THE GONTRAGT5 FROM A PERIOD OF ONE(1)YEAR FROM DATE 104.1-1- I 1 I I 6ARBA6E GONTAINER A I I I I P LI61-1T5 ON 51DE ELEVATION: OF COMPLErION,AS EVIDENCED BY THE DATE OF THE FINAL CERTIFICATE,UNLESS A LONGER PERIOD 15 GALLED FOR IN THE 1 L II 1000' SECTIONS OF THE 5PEGIFIGATION5. CARPENTRY I I RAB BRAND ,RPAD WALL �� r I I I I 1 I PAK 10 WATT 11. THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FILE ALL REQUIRED I145PEGTION REPORTS,CONCRETE CYLINDERS I. ALL STRUCTURAL LUMBER SHALL BE WEST COAST DOU6LA5-FIR LARCH,NO.I OR BETTER GRADE F5=1400 P51 IN 51ZE5 A5 INDICATED �-�� ���� i � I I � � NEW M 10 LIGHT ON POLE REPORTS,STEEL AND MASONRY AFFIDAVITS,MATERIAL TICKETS,ETC.AS MAY BE REQUIRED FOR FINAL ACCEPTANCE BY THE LOCAL ON PLANS. GRADE MARKED PRIOR TO DELIVERY TO SITE. I ��\ 1 �� ❑ o as (aim down awa from neighbors) MUNICIPALITY. `-' 2. WOOD BEAMS SHALL BE BRI06ED WITH V X 3'DIA6ONAL WOOD OR METAL MEMBERS OR SOLID WOOD BRID61%SPACED 8'-0'O.G. P.E. 104 I 1 Lc) I ❑ _o 12. WHERE A P15GREPANGY MAY E:X15T BETWEEN THE PRANN65 AND SPEGIFIGA110N5 THE MORE STRINGENT RE O IRDW 5HALL MAXIMUM. PREVAIL. I- - I - --_ -- -�- - ` I NEW 12'-0" PVC, GATE (TYP) 3. WOOD BEAMS SHALL NOT BE GUT,BORED OR NOTCHED IN EXGE55 OF THE LIMITATIONS SPECIFIED IN 5EGTION 8502.8 OF THE GORE. `, - - ` -,• -,' ',• ',` o 13. THE DRAWING AND SPECIFICATIONS ARE IN5TRIKW5 OF SERVICE AND A5 5UGH REMAIN THE PROPERTY OF THE ARCHITECT . .`. .' ` . , . WHETHER THE WORK FOR WHIGH THEY ARE INTENDED 15 EXECUTED OR NOT. ANY U5E OF THE5E DOGUMHNTS WITHOUT THE 4. BEAMS SHALL BE DOUBLED UNDER ALL PARTITION5 WHICH ARE RUNNING PARALLEL TO SUCH BEAMS. NEW b'-O" HIGH PVC, `,' ',` �i i% '. ,` WRITTEN GO%ENT OF THE ARCHITECTS 5HALL 13E PROHIBITED. 6EJNIE � FENCE (TYP) `�". g 440ftL*154 t 5. JOISTS 5HALL 13E SUPPORTED LATERALLY AT THE ENDS BY FULL-DE PTH 501-10 BLOGKIN6 NOT LESS THAN 2"NOMINAL THIGKNE55 I ©�, ,•, ,`,',`. NEW�5PHALT #`15311--V6'.'. ' ` ` ' ` 14. THE LATEST EDITION OF THE A.I.A.DOGUMENT#A2015HA LL APPLY TO TH15 PROJEGT,WITH MODIFICATIONS A5 L15TED UNDER THE AND DEPTH EQUAL TO THE DEPTH OF THE JOISTS. •, .` `,',` Pf�YIN6 . .,.W• .� 55.A�REA' - W NEW HALT W .. .W SUPPLEMENTARY GONDITION5,AND BECOME PART OF THE A6RE E ETLT. .- - - - - I - - - - W -"-y-`- - -` - AVIN6 `+ ` 6. PRE-ENC71MH34D WOOD MEMBERS SHALL BE INSTALLED IN 5TRIGT ACCORDANCE WITH 1}E MANUFACTURERS 5PEGIFIGATION5. ® , , W �•GRA55•A� 15. THE GENERAL CONTRACTOR 15 50L.E.Y RE•5PON51BLE FOR THE MEANS AND METHODS OF CONSTRUCTION INGL.UDIN6 JOB AND 51TE GUTS,NOTCHES AND HOLES BORED IN THE TRUSSES,LAMINATED VENEER LUMBER,6L.UE-LAMINATED MEMBERS OR I-JOUSTS ARE � � ,' ', I ,' ,`y� ', � ,` .", .`. I 4, SAFETY AND TO COMPLY WITH ALL APPLICABLE OSHA.STANDARDS. NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE OB16N OF THE MEMBER. � ��•� W. `4`,` ++`� ±� +,±,. +, ±, �� . -7 � � Ln Ib. THE 6ENERAL CONTRAGTOR SHALL 13E RE5PON51BLE TO SECURE ALL PERMITS A5 MAY BE REQUIRED BY THE MUNICIPALITY HAVING 1. omit ".'. - `.' ` Ln •, . JURISDICTION,ARRAN6E FOR ALL REQUIRED INSPEGTION5,OBTAIN ALL NEGE55ARY 516N-0FF5 AND FINAL LETTER OF GOMPLETION 8. ALL 51LL PLATES SHALL BE MINIMUM 2"X b'PRE59M TREATED WOOD. INSTALL CONTINUOUS METAL TERMITE SHIELDS TURNED - - y ARE.- - � .-+� •�`� -- y- - -�-� .�W AND/OR CERTIFICATE OF OCCUPANCY AS MAY 13E REQUIRED. DOWN AT A 45 DE6REE AN6L.E ON THE EXTERIOR AND INTERIOR SIDES OF THE FOUNDATION WALL. "� � y• y� 15.1' - � -�-��• 'a '`` o � - �"�"� o Il. THE CONTRACTOR SHALL BE RE 5PON51BLE TO NOTIFY THE ARGHITEGT A MINIMUM OF THREE(3)WORKIN6 DAYS PRIOR TO q. 511L PLATES SHALL BE SECURED TO FOUNDATION WITHJI�'DIAMETER ANCkIOR BOLTS 5PAGED A MAXIMUM OF 12 INCHES O.G. FROMLO l �'.`-`-`-`•' .• �..- = COMPLETION OF ANY WORK REQUIRING A CONTROLLED INSPECTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EACH CORNER AND 30'OL.FOR INTERIOR BOLTS. o o ` IN5URE THAT THE WORK 15 COMPLETE AND IN COMPLIANCE WITH THE APPLIGABLE CODE RE6ULATION5. IN THE EVENT THAT THE _ o WORK 15 NOT GOMPLETE OR DOES NOT COMPLY WITH THE APPLICABLE RE6ULATION5 THE GONTBAGTOR SHALL BE RESPONSIBLE 10. FASTENERS,HAN6ER5 AND NAILING FOR TREATED LUMBER SHALL BE FABRICATED OF MATERIALS APPROVED FOR USE WITH THE _ _ _ - i�+ "' TO REIMBURSE THE ARCHITECT FOR HIS/HER TIME AND EXPEN5E TO RE-IN5PECT THE PREMI5E5. SPECIFIC TYPE OF TREATED LUMBER INSTALLED IN AGGORDANGE WITH THE MANUFACTURERS SPECIFICATIONS AND IN AGGORDANGE � � � WITH M LUMBER MANUFACTURER5 5PECIFICATION5. 121.�� 5' HIGH BLUE SPRUCE CD 16. THE 6ENERAL CONTRACTOR SHALL BE RESPON5IBL E TO RETAIN A LICENSED LAND SURVEYOR TO CHECK AND VERIFY ALL LINES AND SETBACKS TO INSURE THAT ALL DIMENSIONS AND DISTANCES ARE GORRKT PRIOR TO THE START OF FRAMING. REPORT ANY 11. WHERE METAL CONNECTORS AND 5TRAPPIN615 INDICATED ON THE PLAN5 THE DE516N 15 BASED UPON PRODUCTS MANUFACTURED Lq CD DISCREPANCIES TO THE ARCHITECT. BY 51MP50N 5TRON6-TIE 5PEGIFIGALLY TO MEET THE STRUCTURAL GALGULATION5. 5UB51ITUTION5 WILL NOT B �E PERMITTED °O LO UNL.E55 COMPLETE DETAILS AND MANUFAGRWR 5 LOAD COMPUTATIONS ARE SUBMITTED AND APPROVED BY THE ARCHITECT. � o CD 0 Ln Iq. THE 5ERVIGE5 OF THE ARGHITEGT5 DO NOT EXTEND TO OR INCLUDE THE REVIEW OR 51TE OBSERVATION OF THE GONTRAGTORS11� I� LANE WORKOR PERFORMANCE AND AS SUCH THE GENERAL Ai�CONTRACTOR A%UME5 ALL RESPONSIBILITY FOR THE MEANS AND METH005 12. ALL TAIL BEAM5 SHALL REST ON APPROVED TYPE BRIDLE IRONS. OF GON5TRUGTION,FOR JOB SAFETY ON THE JOENTE,AND PROTECTION OF THE 6ENERAL PUBLIC AND ADJOINING PROPERTIES AND o U1ILIT1E5 AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN 50LELY TH05E OF THE 6ENERAL CONTRACTOR 13. omit IT 15 FURTHER A6REED THAT THE 6ENERAL CONTRACTOR WILL DEPEND,INDEMNIFY AND HOLD WR4LE55 THE ARCHITECT AND 14. WOOD 5TUD WALLS SHALL BE GAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVER APPIN6 AT THE CORNERS AND OWER FROM ANY CLAIM OR 501T WHATSOEVER,INGL.UDIN6 THE ABOVE AND NOT LIMITED TO ALL PAYMEN1`5,EXPENSES OR COSTS INTERSECTIONS WITH+BEARING PARTITIONS. END JOINTS IN TOP PLATE S SHALL E3E OFFSET AT LEAST 24 INCHES. STUDS SHALL HAVE INVOLVED,AR151N6 FROM OR ALLE6ED TO HAVE AR15EN FROM THE CONTRACTORS PERFORMANCE OR FAILURE OF THE FULL BEARIN6 ON A BOTTOM(50L.E)PLATE NOMINAL 2 INCH THICK WITH WIDTH EQUAL TO THE WIDTH OF THE STUDS. O GONTRAGTOR5 WORK TO GONFORM TO THE 0516N INTENT AND THE GONTR,AGT DOGUI ENT5. 5GALE: 1/16" - 1'-0" 15. WHEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL,NEGE551TATIN6 GUTTING,DRILLING OR NOTGHl%OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH,A 6ALVANIZED METAL TIE OF NOT ALL INFORMATION BA5ED UPON SURVEY PREPARED BY THOMA5 MATARAZZO,LIGEN5ED LAND SURVEYOR 3 DEMOLITION LE55 THAN 0.054 INCH THICK (166A)AND I% INCHES WOE 5HALL 13E FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE DATED 1-4-2013,UPDATED 12-20-2013. THE GONTRAGTOR 5HALL BE RE5PON51BLE TO RETAIN A LIGEN51ED OF THE OPENING WITH NOT LE55 THAN E16HT Ibd NAILS ON EACH 51DE OR EQUIVALENT. LAND 5URVEYOR TO GHEGK AND VERIFY ALL LINE5,BOUNDARIE5,5ETBAGK5,ELEVATION5 AND ONLY MEMEBER5 OF GRE5GENT BEAGH ARE PERMITTED TO STORE I. T��T�514 �T��At�JDCPROPER��I PREVENT�I�S�N�TO�ALL��,LAND I6. WALLS SHALL E3E BRACED IN AGGORDANGE WITH SECTION 8602.10 OF THE GODS. DIMEN510N5 PRIOR TO EXGAYATION. REPORT ANY DISGREPANGIES TO THE ARCHITECT PRIOR TO ZE WORK PROPERTY WHERPROGEEDIN6 wnH THE woRK. MATERIALS ON 51TE AND INSTALL STORACE. (ANY BOATS STORED PLACE AT ALL TIMES ALL USUAL,PROPER,NEGE55ARY,AND REQUIRED DANGER SIGNS,SAFEGUARDS,FENCING AND BARRIGADIS. n �^ . ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE GUT OR NOTCHED TO A DEPTH NOT E XGEEDIN5 25 PERCENT OF FOR 51 TE PHOTOMETR I G PLAN 5EE DW6 - A3 2. THE CONTRACTOR SHALL INCE MNIFY AND'HOLD HARMLE55'BOTH THE OWNER AND ARCHITECT A6AIN5T ALL GLAIM5,5UIT5, ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF THE STUD WIDTH. ON 5I TE ARE NOT PERMITTED TO BE MORE THAN 25 FEET LONE/ . DAMA6E5,AND JUD6EMENT5,INGUVIN6 COUNSEL FEES AND 015BUR5EMENTS INCURRED IN DEFENSE OF ANY ACTION,TO WHICH THE OWNER OR ARCHITECT MAY BE 5U13.EGTED OR WHICH THEY MAY SUFFER BY REA50N OF ANY INJURY TO PER50N OR 18. EXTERIOR 5HEATHIN6 SHALL E3E MINIMUM 5/8'EXTERIOR 6RADE PLYWOOD 94EATHIN6. 5UBCONTRAGTORS,A6BNT5,OR EMPLOYEES,IN PERFORMANCE OF THE WORK,OR AR151N6 OUT OF WORK PERFORMED HEREUNDER INGL.UDIN6 THE IDENTIFICATION AND REMOVAL OF ANY,AND ALL AS3E5TO5 OR ASBBTO5 GOMP051TION MATERIALS,IN THE EVENT Iq. BUILDI%FELT SHALL BE ASPHALT SATURATE?FELT FRED FROM HIOLES AND E3RFAK5,HEI6HI%NOT LE55 THAN 14 POUNDS PER ��`i I - I��� �®�����s�.I���+ THAT ASBESTOS,OR ASBESTOS MATERIALS,ARE ENCOUNTERED,THE CONTRACTOR 5HALL ARRANGE TO HAVE THE PREMISES 100 SQUARE FEST AND GOMPLYIN6 WITH A5TM D 226. FELTS 5HALL WITH THE BE APPLIED HORIZONTALLY,WIUPPER LAYER LAPPED T rw' I `� INSPECTED BY A LIG045ED INSPECTOR,TO PROPERLY IDENTIFY THE MATERIALS AND TO FILE A REMOVAL PLAN FOR APPROVAL 13Y OVER THE LOWER LAYER NOT LE55 THAN 2 INCHES'.. WHERE JOINTS OCCUR,FELT SHALL BE LAPPED NOT LE55 THAN 6 INGHE5. Z�//� N I N 6 I NF O RY '• TIO N THE MUNIGIPALITY. ALL WORK TO BE PERFORMED IN AGGORDANGE WITH ALL LOCAL LAWS AND ENVIRONMENTAL A6ENGY CRITERIA. PAVING AREA = 12,702.86 50. FT. 20. 'IGE SHIED'UNDERLAYMBNT 5HALL BE INSTALLED WITHIN 2'-0'of THE EXTERIOR WALL 51MAGE5 FOR ALL ASPHALT,WOOD,SLATE BUILDING AREA = 2,1g1.41 50. FT. (not Included) Ig85 MAPLE LANE, 6REENPORT, NY I Ig44 3. THE GONTRAGTOR SHALL GAREFIJLLY STUDY ALL DRAWING TO FULLY DETERMINE THE EXTENT OF THE DEMOLITION WORK AND METAL 51VA E/5HAKE MATERIALS AND BELOW ALL MINERAL SURFACED ROLLED ROOFING AREAS. REQUIRED IN THE EXISTING E3UIlDIN6 AND THE EFFECT OF SUCH WORK ON THE EXISTING GONSTRUGTION ELEMENTS AND 5IR1/IGIS. GRASS AREA = 5M6.14 5Q. FT. (not included) 21. ALL PARTITIONS SHALL BE CONSTRUCTED OF 2'X 6'WOOD STUDS SPACED I6'O.G.NTH ONE LAYER OF 518" 6YP5UM WALLBOARD ROOF AREA = 3,028.01 50. FT. 5EG: 35 BLK: 8 LOT: 3.2 ZONE: MAY - 12014 4. THE GONTRAGTOR SHALL PROVIDE ALL PROTECTION AND 5AFE6UARD BY 6000 0ON5TRU1rTION PRACTICE FROM THE START OF ONE EACH 51DE MLE55 NOTED OTHERWISE ON THE DRAWING. = 15,130.613 50. FT. WORK UNTIL ITS COMPLETION AND AGGEPTANGE 13Y THE OWNER AND ARCHITECT, LOT SIZE = 158.86' X 121.02' IRIZE6 = 18,511.01 SQ. FT. 5. THE GONTRAGTOR SHALL A5511ME FULL RE5PO1`6IBILITY FOR MATERIALS,5TRUGTURAL ELEMEN1`5,METHODS,TIMIN6,SEQUENCE . ,6 .26 GU. FT. RAINFALL EXTERIOR WINDOWS AND 6LA55 DOOR 5 15,13OA3 X IT RAINFALL = 214 3 4-25-14 ADDED SHRUBS REVERSED SAFETY OF LIFE AND PROPERTY. CAPACITY OF ID'-O X 5'-O" DIA. DRYWELL = 342.1 GU. FT. X 2 = 684.2 CU. FT. GARBAGE CONTAINER AND DRIVEWAY, MOVE FENCE b. THE GONTRAGTOR SHALL PROVIDE ALL 5HORIN6 AND BRAGINO A5 NECESSARY AND A5 REQUIRED BY THE LOCAL AUTHORITIES 1. ALL EXTERIOR WINDOW5 AND 6LA55 DOORS SHALL BE DESIGNED TO RE515T THE DB16N WIND LOADS SPECIFIED IN TABLE R3012(2) ITEM REGiI11RED PROP05ED 4'-0", ADDED NOTES ON PLOT PLAN HAVING JURISDICTION. NO 5HORIN6 OR BRAGIN6 SHALL BE REMOVED UNTIL ALL NEW STRUCTURAL ELEMW5 ARE PROPERLY SET ADJUSTED FOR HE16HT AND EXP05M PER TABLE R3012(3). UNITS SHALL BE TESTED BY AN APPROVED IND13eVEN1` GAPAGITY OF 10'-0 DIA. DOME = 108.1 GU. FT. IN PLACE AND SECURED AND THE ACTUAL TRANSFER OF LOAD A5 6RADUALLY OCCURRED. LABORATORY,AND BEAR A LABEL IDENTIFYING MANUFACTURER,PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION TOTAL = 1g2.q GU. FT. BUILDING AREA _ 2,181.41 2 1-21-I4 REV15E PER DOB GOMMENT5 A6ENGY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS ENTS OF AAMA/"0A 101/1.52. - 1. THE CONTRACTOR SHALL PROVIDE ALL SGAFFOU91%,BARRICADES,TTG.A5 REQUIRED BY THE JOB CONDITIONS AND THE LOCAL 2,614.26 /1612A = 3.3 - 4 FLOOR AREA - 2,191.41 I 12-�-13 RENUMBER BAY UNITS AND GALL A M40RITIT5. 2. WINDOW AND 6LA55 DOOR A55EMBL1E5 SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S FRONT YARD 36.41' OUT LIGHT FIXTURES ON PLOT PLAN - 8. THE CONTRACTOR SHAJl REMOVE AND RELOCATE ALL EQUIPMENT AND FURNISHNNG REGOMMEIJDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.A5 REQUIRED BY JOB CONDITIONS AND A5 USE (8) 10'-0 X 5'-0" PRECAST DRYWELLS W/ (4) 10'-0 DIA. DOMES 510E YARD 42.34'REAR YARD - 38.14' 6-Iq-13 ISSUED TO DOB DIRECTED BY THE ARCHITECT AND RECONNECT TO IN5URE PROPER OPERATION. 3. OMIT HEIGHT - 18'-I° revision: date: description: q. ALL PLUMBIN6,6A5 AND ELECTRICAL GONNEGTION5 TO BE REMOVED SHALL 13E SAFELY GAPPED BELOW THE FLOOR LEVEL. 4. IN HIGH WIND BORNE DEBRIS AREAS WITHIN ONE MILE OF THE COASTAL MEAN H16H WATER LINE,A5 DETERMINED BY THE LOCAL - MUNIGIPALITY,THE CONTRACTOR SHALL FURNISH WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNE55 OF 1Ab'AND MAXIMUM GA5T DOME SPAN of 8'-0"FOR EACH NNDOK PROVIDE STAINLESS STEEL CLIPS FOR WINDOWS FASTENED IN ACCORDANCE WITH TABLE NEW 5T0R>�C� BUILDIN6 CONCRETE R301.2.1.2 OF THE CODE. EACH PANEL SHALL BE CLEARLY IDENTIFIED AND STORED ON SITE. FOR 0❑❑Eg GA5T DRYWELL (3RENPORT GRESGENT BEAGH A4550C I AST I ON I. FOUNDATION DESIGN 15 BASED UPON 501E G1A55 5lN 5P,5M,5G,6M AND 6G. 501E E3FARIN6 VALINE ASSUMED AT 2 TONS PER 5Q. - El®®®®® U ILr�I N I i ` ® T I ®N FT.SUBJECT TO BUILDING INSPECTORS APPROVAL. IN THE EVENT THAT TIE EXCAVATION REVEALS 501L OF L.E5�5ER GOW051TION O ❑❑❑��❑❑❑ ❑❑❑I�❑❑❑❑ Ig85 MAPLE LANE, 6REENPORT, NY 11x44 THE CONTRACTOR 50ALL NOTIFY THE ARG441TEGT IMMEDIATELY PRIOR TO PROGEEDIN6 WITH THE WORK Un 0 O ❑❑❑❑❑❑❑❑ O 2. THE 501L DIRECTLY UNDERLYING FOOTING,FOUNDATION PIERS,AND FOUNDATION WALLS SHALL 13E IN5PEGTED 13Y THE ARCHITECT ®®®®®®®® 12 GRAVEL BU I LD I N6 OCCUPANCY = U OR ENGINEER AFTER EXGAVATION AND PRIOR TO CONSTRUCTION OF FOOTING. THE DEPT.OF EWILDIN66 5HA11 13E NOTIFIED 3 GON5TRUGTION GLA55 = 5A PMIN6 DAYS PRIOR TO CONSTRUCTION OF FOOTING. A REPORT OF SUCH IN5PEGT10N DESGRIBIN6 CONDITIONS FOUND 5HALL o 000 Q C� Q BE FILED WITH THE DEPT.OF BUILDING 13Y THE ARGHITEGT OR ENGINEER MAKING 5UGH INSPECTION. O ®®®®®®®® TABLE 503 1602 lakeland ave., Bohemia, ny 11116 3. ALL FOOTING SHALL BE MINIMUM 12'DEEP WITH A MINIMUM b'PRO5 JEGTION ON BOTH 510 OF THE FOUNDATION WALL. Q ❑❑❑=�❑❑❑ MAX FLOOR AREA - 5 500 ❑❑❑oo❑❑❑ 631-588-4444 andrew5deloon Wahoo.Gom o O 0013==000 O MAX 5TORY = I drawn by: sheets in set: 4. DIFFEREWE5 IN FOOTIN6 LEVELS ARE TO 13E STEPPED UP OR DOWN AT A 30 DEGREE ANN6L.E. THE TOP OF THE FOOTING SHALL BE E2 EDED® MAX HEI&HT = 40' INSTALLED LEVEL. THE BOTTOM OF FOOTING E]17-1MAY BE SLOPED PROVIDED THE SLOPE DOES NOT EXCEED A I FOOT VERTICAL TO ❑❑❑❑� ❑ I SR5 10 FOOT HORIZONTAL SLOPE. 000�o o ��\a ON E K. /y Cyi a 5. E30TTOM OF ALL EXTERIOR FOOTING -0 SHALL BE MINIMUM OF 3' 'BELOW ADJOINING 6RADE. O o0 O 10'-0" DIA. NEW BUILDING �m4P q0 bkhchecked 11'-0" X 36-4" 2,181.41 5Q. FT. ��, b. 6ROUND FLOOR 5LA55 SHALL 13E 4'THICK GONGRETE REINFORCED WITH bb-1010 WHIM UNLESS OTHERWISE NOTED,WITH = * c -+ POLYETHYLENE VAPOR BARRIER PROVIDE EXPAN51ON JOINTS AT ALL WALL GOLUMN BREAK5. - date: 1 l��l DT> I5 �� 1. WOVEN WIRE MESH SHALL BE GOLD DRAWN AND HAVE A MIN.ULTIMATE TENSILE 5TREN6TH OF 10,000 P.5.1. N.T.S. �� Y�_?5993 file: 8. CONCRETE EXPOSED TO ACTION OF FREEZING WEATHER SHALL BE DE516NED WITH ENTRAINED AIR ADDITIVES. CONTRACTOR TO VERIFY WATER TABLE PRIOR TO PURGHA5E $ REPORT TO ARCHITECT E 13-22 q. FOUNDATION WALLS SHALL BE BRACED TOP AND BOTTOM PRIOR TO BAGKFILLIN6. 6ENERAL NOTES ELECTRICAL 1. ALL WORK 51W.L BE CONSTRUCTED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF HEN YORK STATE,KIEL 6A5 CODE OF NEF4 YORK STATE,MECHANICAL CODE OF NEW YORK STATE,FI"N6 GORE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF I. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 210E THE H9INLDIHH6 CODE OF NEW YORK STATE NEN YORK STATE,BHSt6Y GON5ER1/ATiON CONSTRUCTION CODE OF NEW YORK STATE LATEST EDITIONS. ALL WORK 5HALL 2. THE GOMIRAGTOR SHALL OBTAIN ALL PERMITS,APPROVALS,AffMDAVITS,GSRTIHCATES,ETC.AND PAY ALL FEES A5 REQUIRED BY REAR LI6HT5 TIE LOCAL AUTHORITIES AND FIRE UIDERI^RITER5 OR AN ELECTRICAL IN5PEGTION A68HCY APPROVED BY THE LOCAL COMPLY WITH THE FOIJIIVINI6 D1516N CRITERIA: TABLE R301.2(1) MUNICIPALITY. NEW b'-O' H16H PVC,FENCE(TYP) SIE:#�IE-VVC7 MODEL 153 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM ICE SHIELD 3. THE MINIMUM LOAD FOR UN6ROUDE D SERVICE GOIMTORS AND 56RVIGE DEVICES THAT SERVE 100 PERCENT OF THE DWFiLIN6 121,02 rn WIND SEISMIC WINTER UNDER_ LINT LOAD SHALL BE COMPUTED IN AGGORDANCE WITH TABLE E3502.2. 4 GROUND SPEED DESIGN FROST LINE DESIGN LAYMENT FLOOD AIR FREEZING - �pyy Lppp (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS INDEX 4. WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE 13101.2,ALLOABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN 20 P5F 110 G SEVERE 3'-0' MOD/H SLA40D 13N/I I5 YE5 SEE EXAM 5" ACCORDANCE WITH TABLE 3101!1•,6ENERAL INSTALLATION AND 5UPFORT REGNREiem FOR WRING METHODS SHALL BEN � ACCORDANCE NTH TABLE 8102.1. o U-, NEW A5PHALT o 2 THE 6ENERAL CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND PREMISES AND TO HAVE COMPARED SAME WITH THE 5. THE CONTRACTOR SHALL PROVIDE RECEPTACLES 50 THAT N0 POINT,ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN o ,a PAVING ® o DRAWIN66 AND 5PEGIFIGAiTONS,AND TO HAVE SATISFIED THEM 5MVB WITH THE EXISTING GONDITION5,BIf'OfE SU9MITTIN6 6 FEET MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE o THEIR BID,AND SHALL ASSUME FULL RE5PON561LTY THEREFORE ANY DSC.REPANCIfS FOUND H$TNEi3N THE ACTUAL CONDITIONS r - - - - - - -G - - - - - - � - -- - ! `t - ;- - - � AND INFORMATION 6NEN ON THE DRAWW7 SHALL BE IMMEDIATELY REPORTED TO THE ARGHiTEGT AND NO WORK,50 NfEGTED 6. ALL NEW FIXTURES SHALL BE A5 5HFGT®BY THE OWER,FURNI5HEID AND INSTALLED BY THE ELECTRICAL.GOMRCTOR SHALL PROCEED WITHOUT WRITTIEN INSTRUCTIONS FROM THE ARCHITECT. i m 1. ALL GEILINI6 FIXTURES SHALL BE SWITGHHED WITH DIMIMW SWITCHESS, WERE MULTIPLE SWITCHES MAY BE IEGUIRED GOiTRAGTOR MOTION LIGHT RAB MAW, rn I 3. THE CONTRACT DRAWINGS INDICATE THE EXTENT AND 6ENERAd.ARRAN6EMENf OF THE SYSTEMS. F ANY DWA,RTURES FROM THE IS TO INSTALL'6AdH6'TYPE UNITS. i?R'AD WALL PAK to WATT o I NEW f2) 10'-0'DIA. X ME PRE CONTRACT MMN65 ARE Dow NEGE56ARY BY THE CONTRACTOR,DUE TO CONFLICT WITH APPLICABLE GODE5 AND THE BEST N � CAST DRATF- rE DOME W/ PRACTICES OF THE TRADE,THE DETAILS OF SUCH DEPARTURES AND THE REASON THEREFORE SHWJ_BE 511BMITTED AS SOON A5 8. ALL BATH,TOILET,KITCHEN AND GARAGE OUTLETS SHALL BE 6ROlRm-FAULTT-INTERRUPTER PROTECTION APPROVED DEVICES. L - - - - - - o - - - - I o OPEN CRATE POSSIBLE TO THE ARGHIIEGT FOR APPROVAL NO SUCH DEPAIRTURES SHALL BE MADE NTHOIJf PRIOR WRITTEN APPROVAL OF THE - - - -1 I � CONNECT I.FADE32 TO 6' DIA. POSSIBEGT. q. THE CONTRACTOR SHALL O3TAJN FIRE UNDERWRITERS OR OTHER ELECTRICAL IKL�H'ECTION A6ENGY APPROVED BY TIE LOCAL -- -- ---��__��_ MUNICIPALITY UPON COMPLETION OF His WORK P 104 -1 --- "� I 01 SGB.40 PVG I1YP) 4 ALL WORK SPEGFIED HEREIN M 15T BE INSTALLED IN FULL ACCORDANCE NTH TiE REWRDeM OF ALL L.OGAL AND , 6QVERNh@ITAL DEPARTMENTS HAVING JURISDICTION OVER THESE MATTERS A5 WSJ.A5 NTH ANY REWREK S Of THE NATIONAL BOARD OF PURE I1ND�MRITERS,NATIONAL ILEGTRIC CODE,OR SIMILAR APPROVALS,PERMITS, INUPEGTION5, 10. CONCRETE SHALL BE PRODUCED FROM BATCH PLANTS APPROVED BY THE GOMIHI5510NER BASED ON PREVIOUSLY ACCEPTED MIX BffORE COM ENCIN6 ANY WORK A5 TO AVOID ALL DELAYS DURING C NSTRUGTiON AND HE SHALL TURN OVER THE OFFICIAL X65 AND RFSU.TiN6 IN MM OF STRENGTH SPECIFIED. � '� 20.0' MIN. I I I I 200 MIN. REC,ORDr OF THE GRANTING OF PERMITr T01}E OWER. THE CONTRACTOR SHA_Il HAVE A FINAL SURVEY PREPARED UPON \ ® f Tl'P) I ® 1 W44ETiON OF THE WORK THIS SHALL BE DONE WITHOUT ADDITIONAL G05T TO THE OWER II. CONCRETE To�3000 P5.1.a 28 DRYS. 5.15 BAG,GEI+B�T/GI.YD'.GONE 7�i GALLONS WATLR/44 LBS.SACK OF GEMENT-UNLESS P . 2 I I I (TYP) 1 OTHERWISE SPECIFIED. LIGHTS ON SIDE ELEVATION: L0 I I 5. ANY ITEMS OF WORK SPECIFIED HEREIN AND/OR SHOWN ON THE ORAWN65 WHICH CONFLICT NTH AFOREMENTIONED RUI-5, RAE)BRAND ,RPAD WALL Rb61AATION5,AND FMIRDW,SHALL BE TO THE ARCHITECT FOR DECISION PAK 10 WATT o I I I I 12. THREE(3)TEST GYLINDERS 5HALL BE PROVIDED FOR EACH 50 GU.YDS.OR FRACTION THEREOF IN ANY ONE DAYS R- IN6. I I I I ~ 6. THE WORK SHALL NOT BE DEEMED TO HAVE REACHED STATE OF COMPLETION UNTIL ALL FINAL CERTIFICATES HAVE B&1"1 13. FOUNDATION WALLS SHALL EXTEND A MINIMUM OF 4 INCHES ABOVE THE FINAL ESTABLISHED ADJOINING 6RADE. � / 42-34,� I 1 I 42 ' 10 DELIVERED. 1 0 RESPOtH5 U FOR AND BE RI�QIIIRED TO MAKE 6000 AT HIS OWN i ELSE ANY AND ALL 14. THE CONTRACTOR SHALL PROVIDE%I DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 2'-b'ON CENTER,12'MAXIMUM ICOM TRE i � - - - C) 1. EACH CONTRACTOR 5HALL BE HELD /I I 1 j NEW I HALT o 4 DAMAGES TO THE OWBR5 OR NEIGHBOR'S PROPf3tTY,A5 WL A5 PUBLIC UTILITIES OR MUNICIPAL PROPERTY,AND/OR TO ANY EMS OF EACH PLATE SECTION / IOF HIS GONNTRAGT. I I ,2 PttVIN6 ry WORK&"ACT,WHICH S GV"13Y HIS WORK OR WORi*0 DURING THE EXf IJTION 15. EXTERIOR FOUNDATION WALLS SHALL RECEIVE 2 GOATS OF AN APPROVED MA611G A5PHALT WATERPROOFING AND FISTS APPLIED AT ALL T1ME5 KEEP THE PREMI5C;i FREE FROM AGGUM4A ATIOH OF WASTE MATERIAL OR RUBBISH WITH A TROWEL.AND SHALL EXTEND FROM THE FH9 0 6RADE TO THE BOTTOM OF FOOTiN65. A"IL-THICK POLYETHYLENE FILM 8. EACH CONTIWTOR SHALL � REMOVE EXISTING BARN SHALL, GAUGED BY H#5 WORK ON COMPLETION OF HI5 WORK,ALL(v1BB15H AND UNUSED MATERIAL SHALL BE REMOVED AND THE PREMISES THE BE APPLIED OVER THE BEI.OW�6RADE PORTION OF THE EXTERIOR FOUNDATION PRIOR TO BAGKFIWN6. JOINTS IN / I NEW ONE TORY LEFT BROOM GLEAN THE POLYETHYLENE FILM 5HALL BE LAPPED 6 INCHES AND 5PAUFD WITH ADIE5NE. THE TOP ED6E OF THE POLYETHYLENE FILM I NEW A5PHAL� I BAR I I SHALL BE BODED TO THE SIEATHIN5 TO FORM A 5FAI- q. UPON COMPLETION OF ALL WORK,THE CONTRACTOR SHALL ttEJMOVE FROM THE SITE ALL DEBRIS FF FROM THE BUILDING \ PAVING 1 OPERATION AND SHALL LEAVE THE ENTIRE SITE IN A NEAT,CLEAN AND ACCEPTABLE CONDITIO. ALL WINDOW5,HARDWARE, 16. THE 6RADE ADJOININ6 ALL FOUNDATION WALLS SHALL BE SLOPED AT A MINIMUM OF SIX(6')INCHES WITHIN THE FIRST TEN(10'0') REGYGLE5 4 )-\ _ �I I FINISH FLOG t 104.15' APPLUANCE5,R"NG FIXTURES,CERAMIG AND 6RANITE 714 SHALL BE GLEANED. ANY ITEMS SGRATCHED OR DAMAGED SHALL. FOOT DISTANCE FROM THE WALL. d-o L - - -� BE REPLACED. I TT. FLOOR 5LAB5 RE5TiN6 ON RLL SHAM.BE REINFORCED NTH 66-1010 RWM. NEW REFU5E E -,LOSu I I I I 10. THE CONTRACTORS SHALL 6UAR/�tTIE ALL WORK INSTALLED UNDER THE CONTRACTS FROM A PERIOD OF ONE N YEAR FROM DATE 6ARBA6E GONTAINER I I OF COMPLETION, S HALL EVIDENCED BY THE DATE RI THE FINAL CERTIFICATE,UNLESS A LONGER PERIOD 15 GALLED FOR IN THE LIGHTS ON 510E ELEVATION: I ® 1 I I 1IPr ' SECTIONS M THE S SPECIFICATIONS. CARPENTRY 10.0' \ V I H I I I 1 PAK BRAND ,RPAD WALL � I PAK 10 WATT IL THE 6ENERAL CONTRACTOR 5H4V.L BE RESPONSIBI E TO FILE ALL REGNRED INC�PECTION REPORTS,CONCRETE CYLINDER I. ALL STRUCTURAL LUMB62 SHALL BE WEST COAST DOJSLA5-FIR LARCH,PHO.I OR BETTER GRADE FS=1400 P51 IN SIZES AS IMDIGATHD NEW MOTION LIGHT ON POLE - I I I o REPORTS,511$AND MASONRY AFFDAVITS,MATERIAL 71GKETS,ETC.A5 MAY BE REGIIRED FOR FINAL AGGEFTANGE BY THE LOG& ON PLANS. 6RADE MARK®PRIOR TO DELIVERY TO SITE Palm down away from neighbors) °.. MUNICIPALITY. I I 2 WOAD ijFAMS SHALL BE BRIDFiED WITH I'X 3'DIAGONAL WOOD OR METAL MEOMBtRS OR SOLID WOOD BRIDGING SPACED 8'-0'OL. p I 12. WERE A DISCREPANCY MAY EX15T BETWH"THE DRANN65 AND 5PEGFIGATIOH5 THE MORE STRIN6ENT IMIREMIN SHALL MAXIMUM. ----�- � PR�1/AI� - I r r T TAT I .o. NEW 12'-0' PVC GATE(iVP) 3. WOOD BEAMS SHALL NOT BE GUT,BORED OR NOTCHED IN EXC.E56 OF TIE LIMTATIOS SPEGFIED IN 5EGTIOH 8502,8 OF THE GORE . . ' . �.o. 13. THE DRANK AND SPEGFIGATIONS ARE INSTRUMENTS OF SERVICE AND AS 9"REMAIN THE PROPERTY OF THE ARCHITECT _ +`in I . RIGH THEY ARE INTENDED IS SERVED OR NOT. ANY USE OF THESE DOCUhffHi'S WITHOUT 1HE 4. BEAMS SHALL BE DOUBLED UNDER ALL PARTITIONS WHICH ARE RUEING PARALLEL TO 5"BEAMS. NEW 6'-0' HIGH PVC, . .+.+ . .+ . WETHER THE WORK FOR (� FENCE (TYP) .NfiOD'�15�!fi$id WRITTEN COl5BMT OF THE Ai RCHITEGT5 SHALL BE PROHIBIT®. +�-I - ., . 5. JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY FULL-DIEPTO SOLD BLOC.KINH6 NOT LESS THAN 2"NOMINAL THIGKNE55 `o`. NEW T �15311-V6".`.'. �AREA`-= NEW ALT +'�'��+`+.+•'• 14. THE LATEST EDITION OF THE AIA.DOUMENT#A201 SHALL APPLY TO THIS PROJECT,NTH MODIFICATIONS A5 L15TED UNDER THE AND DEPTH EQUAL TO THE Dff'iH OF THE JOISTS. ` _ PA IIN6 . - . . . :` A1�IN6 :X55 AREQt. 5UPP BeITARY GONDITIO5,AND BECOME PART OF THE A6F 6. pRE-DI6INEERED NOW h SHALL BE INSTALLED IN STRICT,ACCORDANCE NTH THE MANUFACTURERS SPECIFICATIONS. O �-.- �. I ' AND METHODS OF GONSTRUGTION INCLUDING JOB AND SITE GUTS,NOTCHES AND HOLES BORED IN THE TRH LAMINATED VDfER LUMBER,6LUE-LAMINATED MEMB6t5 OR I-JOISTS ARE /�/� ! ' . I '.'.�. '. . . I . LO 15. THE 6ENERAL CONTRACTOR IS SOLELY RE5POM51Bl E FOR THE ME NOTpH4jTrWUNLESS THE ELECTS O=SUCH PEMETRATIOS AHRf SPEGFIGALLY GOI51D13RED N THE DESIGN OF THE MEM3ER �+L ' `t . O WETY AND TO COMPLY WITH ALL APPLICABLE O5R&STANDARDS. +. . I . . . +* l TOR SHALL BE RE5P0N5BlE TO SECURE ALL P13RMIT'S A5 MAY BE BY THE MUNICIPALITY HAVING 1. . . . .• - .- .. ., _- Ib. THE 6ENE3RAL CONTRACTOR D. ALL SILL PLATES SHALL BE MNMM 2'X b'PRE`fAIRE TREATED WOOD. INSTALL CONTINUOUS METAL TERMITE SHIELDS TURNED - + JURISDICTION,ARRAN6E FOR ALL REG IRED IN5PEGTIOS,OBTAIN ALL NECESSARY SIGN-OFFS AND FINAL LETTER OF GOMPLEfION DOWN AT A 45 D66REE ANGLE ON THE EXTERIOR AND INTERIOR SIDES OF THE FMATiON WALL. f . . . . . . .'�. . .. TE OF OC,GUPANGY A5 MAY BE REQUIRED. _ . . ._ '' o AND/OR CERTIFICATE ` - q. SILL PLATES SHALL H9E SECURED TO FOUNDATION WTHXi'DIAMETER ANCHOR BOLTS SPACED A MAXIM OF 12 INCHE5 O.G. FROM ,. . .. CONTRACTOR SHALL BE W5POSBLE TO NOTIFY THE ARCHITECT A MINIMUM OF TIS(3)WOW%DAYS PRIOR TO � BOLTS. (�.+. . . � o h. THE EACH CORNER AND 30 O.G.FOR INTERIOR COMPLETION OF ANY W0 REQURIN6 A CONTROLLED IHSPEG110N1 IT SHALL BE THE iRESO'ONS151UTY OF THE CONTRACTOR TO � . � . - R66UTATIOHS. IN THE EVENT THAT THE _ • - o 0 IN5 E THAT THE WORK 15 COMPLETE AND IN GOMPLWU NTH THE APPLICABLE CODE _ _ - "`ter s` o WORK 15 NOT GOMPIJ:TE OR DOES NOT COMPLY WITH THE APPLICABLE Rfi6111 ATIONS llE CONTRACTOR 5HNL> RE5PON5161E 10. FASTENERS,,HHAN6ER5 AMD NAILING FOR TREATED LUMBER SHALL BE FABRICATED OF MATE3RIAL S APPROVED FOR USE NTH TiE +'+ C1 � W FEMME NOTE THE A TE OR FOR NOT C R TIME AND HE APDL TO LE REPE•GT THE PTHE CES. SPECK TYPE OF TREATED LUMBER INSTALLED IN AGGORDANGE WITH THE MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE o 0 Tff WITH THE LUMBER MANUFACTURERS 5PEGFIGATiON5. LO Ib. THE 6ENERAL CONTRACTOR SHALL BE RE5POH56LE TO RETAIN A LIGBSED LAND SURVEYOR TO GECK AND VERIFY ALL LINES AND II. WERE METAL COMEGTOR5 AND STRAPPIN615 INDICATED ON THE R AN5 THE DE516N 15 BASED UPON PRODUCTS MANUFACTURED "' SETBACKS TO INSURE THAT ALL DIMI51O5 AND DISTANCES ARE GORR6GT PRIOR TO THE START OF FRANMIN6. REPORT ANY BY 51MPWN STRONG-TIE SPECIFICALLY TO MEET THE STRUCTURAL GALLULATIOS. 9MTITUTION5 WILL NOT BE PERMITTED C) DI5GREPANGIE5 TO TIE ARGMTEGT. o I1NJ55 COMPLETE DETAILS AND MANIFACTURER"a LOAD COMPUTATIONS ARE SUBMITTED AND APPROVED BY THE ARCHITECT. 0 o . Iq. TOE SSRVIGIa OF THE ARGOIIIEGTS 170 NOT EXTEND TO OR INCLUDE THE REVIEW OR 5111:OBSERVATION OF THE CONTRACTOR'S M, PLP .ANE 12. ALL TAIL BEAMS SHALL REST ON APPROVED TYPE BRIDLE IRON5. r WORK OR PERFORMANCE AND AS SUCH UME5 THE 6MAL CONTRACTOR A55ALL RESPONSIBILITY FOR THE MEANS AND METHODS C'o OF COSTRUGTION,FOR JOB SAFETY ON THE J0351TE,AND PROTECTION OF THE 6ENERAL PUBLIC AND ADJOINN6 PROPERTIES AND LMLITIE5 AND THAT THESE RE5POJ51BILME5 AIE INTENDED TO BE AND TO REMAIN SOLELY TH05E OF THE 6ENERAL CONTRACTOR- 13. omit ST CONTRACTOR WILL Off IT 15 FURTHER A6RRV THAT THE 6ENERAL END,INDEMNIFY AND HOLD HARMLESS TIE ARCHITECT AND 14. WOOD IR WALLS SHALL BE GAPPED NTH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING CH AT THE CORNERS AND 2 1.01 T OWNER FROM ANY CLAIM OR SUIT WHATSOEVER,INGI iDIN1G THE ABOVE AND NOT LIMITED TO ALL PAYMENTS,EXPENSES OR COS INTI3R5WTiON5 WITH BEARING PART MO5. END JOINTS IN TOP PLATES SHALL BE OFF5ET AT LEAST 24 INCHES. STUDS SHALL HAVE Q INVOLVED,ARISING FROM OR ALLE6ED TO HAVE ARI5BH FROM THE CONTRACTOR'S PERFOIWNGE OR FAILURE OF THE CONTRACTORS PULL BEARING ON A BOTTOM(50LF�PLATE NOMINAL 2 INCH THICK WITH WIDTH EGM TO THE WIDTH OF THE 51105. - WORK TO CONFORM TO TOE DE50 INIEIMT AND THE CONTRACT DOG.MM5. SCALE: RM = ON 15. WHEN PIPINfi OR DUGTWHORK S RACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL,OEGE`.f ITATIN6 GUTTIN6,DRI WiH 7 OR NOTCHING OF THE Top PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH,A 6ALVANIZED METAL TiE OF NOT ALL INFORMATION BASED UPON SURVEY PREPARED$Y THOMAS MATARAZZo,LIGE=NEED LAND SURVEYOR LESS THAN OA54 INCH THICK n MM)(166A)AND I I INCHES WOE SHALL BE FASTEWD TO EACH PLATE AGRO55 AND TO EACH SIDE DATED 1-4-2013,UPDATED 12-20-2013.THE CONTRACTOR 5HALL 13E RE5PON51BLE TO RETAIN A LIGENSED A DEMOLITION of THE AN 0.05NI%NTH NOT 1E56 THAN EIGHT H6d NAILS ON EACH 510E OR EQInvALENr. LAND SURVEYOR TO CHECK AND VERIFY ALL LINE5,BOUNDARIE5,5ETBAGK5,E3EVATION5 AND 1. THE 6ONTRAG70R SHALL TAKE ALL M&NO PROPER PR6GAUTIONS TO PREVENT AGGDENTS OR INJURY TO ALL PERSONS''4ND DIMEN510N5 PRIOR TO EXCAVATION.REPORT ANY DISGREPANGIES TO THE ARCHITECT PRIOR TO IN ACCORDANCE NT ANY DANGER TO PROPERTY ABOUT OR ADJACENT TO PRE3MISE5 WHERE WORK 15 BEING PE RFORMC�,AND ERECT AND KSP IN Ib. WALLS SHALL BE BRACED H SECTION 8602.10 O THE GODS PROGEEDIN6 WITH THE WORK. PLACE AT ALL'n ES ALL USUAL,PROPER,WKE%W,AND REG11RED DAN6ELR SM,54FE6uARD5,Fe w AND BARRICADES. 2 FOR 51 TE PHOTOMETRI G PLAN 5EE DHC - A3 hIW BE . ANY STUD IN EXTERIOR WALL OR ARING PARTITION MAY BE GUT OR NOTCHED TO A DOTH NOT FI(G1�DIN6 25 PERCENT OF 2. THE CONTRACTOR SHALL INDEMNIFY AND'HOLD HARhLE5W BOTH THE OWER AND ARGHNTEGT A6AIH5T ALL CLAIMS,SUT5, ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF THE STUD WIDTH. DAMA6E5,AND"DW5,INCLUDING GOUNSEL fEE5 AND DISBURSEMENTS INCUIW IN DEFENSE OF ANY AGTiON,TO WIGH TIE OWNEROR ARCHITECT MAY BE SUBJECTED OR NIGH TH U MAY 5URFR BY REASON OF ANY INJURY TO PERSON OR 18. EXTERIOR SHEATHING SHALL BE MINIMUM 5/8'FXf8210R GRADE PLYWOOD SHEATHING. A2 W.ONTRAGTOR5,AGENTS,OR EMPLOYEES,IN PE RFORMAN5E OF TIE NOW,OR AJR151%OUT OF WORK PERFORMED W 1611%NOT L E55 THAN 14 POUNDS PER 0 Y �,1. G 0 M 'U T T 0 N 5 INCLUDING THE IDDMGATiON AND REMOVAL OF ANY,AND ALL ASBESTOS OR A-90TO5 GONP1051TION MATERIALS,IN THE EVERT Iq. BUILDIN6 FELT SHAT BE ASPHALT-SAiURATED FELT HiRff FROM HOLES AMD BRRF_AY.S, THAT A5BE5T05,OR ASBESTOS MATERIALS,ARE ENCOUNTERED,THE CONTRACTOR SHALL ARR/di6E TO HAVE THE PR@MI515 100 5G1ARE FEET AND GOMPI.LE 5 WITH ASTM D 226. FELTS SHALL BE APPLIED HORIZONTALLY,BE AU.Y,WINO THE UPPER LAYER 6C TAPPED ZONING INFORMATION ISPEGTED BY A LICBEED INSPECTOR,TO PROPERLY IDENTIFY TIE MATERIALS AND TO FILE A FBWAL PLAN FOR APPROVAL BY OVER TOE LO"HHR LAYS NOT 1155 TW4N 2 INCHES. WHBE JOINTS OGGUR FEST SHALL>E LAPPED NOT LE55 THAN 6 INGFEfS. PAVING AREA = 12,102.86 50. FT. THE MUNICIPALITY. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL LOCAL LAWS AND ENVIROM'ENTAL A6BHCY GRITi3RIA 20. 'IGF SHIELD'UNDERLgYMENT SHALL BE INSTALLED NTONN 2'-0'OF THE EXTERIOR WALL SURFACES FOR ALL ASPHALT,WOOD,SLATE BUILDING AREA = 2387.41 50. FT. (not included) 116185 MAPLE LANE, 6REENPORT, NY 116144 3. THE CONTRACTOR SHALL CAREFULLY STUDY ALL DRAWIN65 TO FULLY DETERMINE THE EXTENT OF THE DEMOLITION WORK AND METAL 5116LFJ5HAKE MATi3RIALS AND BELOW ALL MINERAL SURFACED ROLLED ROOFING AREAS. 6RA55 AREA = 3;0-(6.14 50. FT. (not included) REGNRED IN THE FXI5TiN6 BUILDINS,AND THE SH:EGT OF 50 WORK ON THE Exism GOSTRUCNIoN SEMI S AND SERVICES. '5EG: 35 BLK: 8 LOT; 32 ZONE: 21. ALL PARTITIONS SHALL BE(06TRUCTED OF 2'X b'WOOD 51WS SPACED VOL.NTH ONE LAYER OF 5/8' 6YINH WALLBOARD ROOF AREA = 3.028.01 50. FT. 4. THE GONTRACTOR SHALL PROVIDE ALL PROTECTION AND 5AFE6UARD BY 6000 GON5TRUGTION PRACTICE FROM THE START OF ONE EACH SIDE KE%NOTED OTHERWISE ON THE DRAWINGS. = 15,130.613 50. FT. A UNTIL ITS COMPLETION WHORK AND ACCEPTANCE BY THE oWENzANDAIRCFNTEGT �� LOT SIZE = 1561.86' X 121.02' (IRRE6) = 18,577.01 5Q. FT. 15,730.83 X .11 RAINFALL = 2,67426 GU. FT. RAINFALL FEB 19 2V 5, THE CONTRACTOR SHALL ASSK FULL RE5PO51BILITY FOR MMA1134",STRUCTURAL ELEMENTS,HEiM,TIMING,SEaENCE EXTERIOR WINDOWS AND 6 L A 5 5 DOORS SAFETY OF LIFE AND PROPERTY. GAPAGI7Y OF 10'-0 X 5'-0" DIA. DRYWELL = 342.1 GU. FT. X 2 = 684.2 I,� RCf'�UN�D PROPOSED 6. THE CONTRACTOR SHALL PROVIDE ALL SHORING AMD BRACING AS WKE56ARY AND AS W01RED BY THE LOG&AUIOORITE5 I. ALL EXTERIOR NNDOW5 AND 6LA55 DOORS SHALL>E DE5161ED TO Rffi15T THE DE516N WIND LOADS SPECIFIED IN TABLE 83012(21 (APA(ITY OF 10'-0 DIA. DOME = 108:7 GU. FT. HAVHNs,MWIGTION. No SHORING oR BRAGIN5 SHALL BE REIMOVED UNTIL ALL NEW 5TRUGTURAL S.EMEONTS ARE PROPERLY SET ADJUSTED FOR HEI6K AND EWOSUE PER TABLE 83012(3). uHIT5 SEMI BE 1E5TW BY AN APPROVED INDtL'SHDffIT TOTAL = 7g2.q GU. FT. _ ® 1-21-14 REV15E PER DOB GOMMENT5 M PLACE AND 5E( AND THE ACTUAL 1RAN5FBR OF LOAD A6 GRADUALLY OGGIIRRED. LABORATORY,AND BEAR A L.ABE IDSMTIFYING MANUFACTURER,PO4 MANGE GNARAGTERISTIGS AND APPROVED INSPECTION BUILDING AREA - 2,-iq-1.41 A6ENGY To INDICATE COMPLIANCE NTH THE IEG11RE ENT5 OF AAMHAVN^I"DA 101/1.52• FLOOR AREA 2,1617.41 1 12-5-13 RENUMBER BAY UNITS AND GALL 1. THE CONTRACTOR SHALL PROnDE ALL SCAToLVHNG,BARRICADES,ETC.A5 REWRED BY THE JOB CONDITIONS ASD THE SAL 2,67426 /1g2.q = 3.3 N 4 FRONT YARD - 36.41' OUT LIGHT Fi XTURE5 ON PLOT PLAN AbRI HES. 2. WINDOW AND 6LA55 DOOR A55S"BIJES SHALL BE MIGHHORED IN ACGORDANK.E NTH THE PUBLISHED MANIFAGTURSRS SIDE YARD _ 42.34' Moi,+MATION5 To AGHM THE DE516N PW 5K SPECIFIED. U5E (8) 10'-0 X 5'-0" PREGA5T DRYIELL5 W/ (4) 10'-0 DIA. DOME5 - &-Iq-13 155UED TO DOB 8. THE CONTRACTOR SHALL FEMOVE AND RELOCATE ALL EQUIPMENT AND i MSHIN65 A6 RE UIIRE D BY JOB CONDITIONS AV A5 REAR YARD - 38.14' DIR6GTED BY THE ARCHHITEGT AND R6GONEGT TO INSURE PROPER OPERATION. 3• OMIT HEIGHT revision.. date: description: q. OCAL ALLPLUMBING,6A5 AND S.ECTRIGAL COMEGTIONS TO BE REMOVED SHALL BE 5AFMY GAPPED BELOW THE FLOOR LfVEI 4. IN HIGH WIND BORNE DEERS AREAS WITHIN ONE MILE OF THE CI ASTAL MEAN HIGH WATER LLMC,A5 DETERMINED 1A THE MAXIMUM GA5T DOME MUNICIPALITY,THE CONTRACTOR SHALL FURNISH AW 5 BTU P5 FOR NNTDDWS FA5T13�IN ACCORDANCE TABLE i NEN`4 5T0RA6E IJV I LD I I Y� SPAN Of a'-0'FOR EACH WINDOW. PROVIDE ST CONCRETE 83012.12 OF THE CODE EACH PANEL 5HALL BE CLEARLY IDEN1TiFIED AND STORED ON SITE 1000 200mm ° 6REEWORT GRE5GENT BEAGH A550GIATION I. FOUNDATION DE516N 15 BASED UPON 501L GL AL%SW,SP,SM,SG,6M AND 66. 501L BEARING VALUE A561IMEID AT 2 TOS PER 5Q. ®®®®®® CAST DRYWELL BU I L D I I C-7 I NF O RM AT I 0 I�1 FT.SUBJECT TO BUILDING iffECTOR5 APPROVAL. IN THE EVENT THAT THE EXCAVATION REVEALS 501L OF LESSER COMPOSITION °0❑��❑ ° 4 ❑❑❑001❑❑❑ Ig85 MAPLE LANE, GREENPORT, NY 116144 THE CONTRACTOR SHALL.NOTIFY THE ARCHITECT IMMEDIATELY PRIOR TO PROLE DING WITH THE WORK O 01:11:31=11=30C❑ O 12009029900 12" 6RAVEL BUILDING OGGUPANGY = U 2. THE SOIL DIRECTLY UNDERLYIN6 FOOTINGS,FOUNDATION PIERS,AND FOUNDATION WALLS SHALL BE INSPECTED BY THE ARCHITECT 0001=11=1000 OR MNEE9R AFTER EXCAVATION AND PRIOR TO COSTRUGTIOH OF FOOT1N65. THE DEPT.OF MWIN66 SHALLBE NOTIFIED 3 GONSTRUGTION GLA55 = 5A A R H IC WORKNN6 DAY5 PRIOR TO C*WRUCrION O=FOOTTN65. A REFM O=9"IN5PEGTiON DESGRBIN6 iOS CONDITFOUND SHALL O° ❑0❑��❑0❑ °O 1r�1 u u FILED WITH THE DEPT.OF��BY THE ARGHITEGr OR HLH6INEER MAdCiN6 S90HNSPEGTio1J. _ ®®®®®®®® TABLE 503 1602 Lakeland ave., Bohemia, ny I i�lb itt4 ❑❑❑❑❑❑o° MAX FLOOR AREA = 5,500 631-588-4444 andrew5deleon4 hoo.Gom 3. ALL FOOTINGS SHALL EEE MINIM 12'DEEP NTH A M14KH b'PROJECTION ON BOTH SIDES OF THE FOUNDATION WALL. u, ❑❑❑❑=3❑❑❑ MAX 5TORY = I ❑❑❑❑D❑❑❑ PEp ARC, drawn by: sheets �t= 4. DfffBRENCE5 IN FOOTING LEVELS ARE TO BE STEPPED ITP OR DOWN AT A 30 DEGREE AN6LE TIE TOP OF THE FOOTING`-+'HALL BE ®®®®®®®® MAX HEIC7HT = 40' THE BORON OF FOOTINGS MAY BE SLOPED PROVIDED THE 5L OPE DOES NOT EXCEED A I FOOT VERTICAL TO ❑❑❑ 0❑❑❑ �� \C. HA ���. ad �� oN Mc � Xy A INSTALLED LEVEL. 10 FOOT HORIZONTAL SLOPE. o00 000° Q -�,�' G zhecked : 1 1101-011 DIA. NEW BUILDING m `" ►5 5. BOTTOM OF ALL EXTERIOR FOOTiN65 SHALL BE MINIMUM OF 3-0 BS.OW ADJOININ6 6RADE. 7T-0" X36'-4" = 2,7611.41 50. FT. 6. 6ROUN D FLOOR SLABS SHALL Ear V THICK CONCRETE REINFORCED WTO 66-1010 W"M UNLESS OTHERWISE NOTED,WITH I C� `V: j: POLYETHYL E E VAPOR BARRIER PROVIDE EXPAN510N JOINTS AT ALL WALL COLUMN BREAKS. O TRY I ELL O E T A I L 5 a z."tst. Q b-II-13 A MIN.ULTIMATE TENSILE STRENGTH OF 10,000 P5.1. �'T 035993 1. WOVEN WIRE W:51H SHALL BE GOLD DRAWN AND HAVE N.T.5. OF NE Elle: e CONCRETE EXPOSED TO ACS OF F REING WEATHER S}W..L BE 0 516WO NTH ENTRAINED AIR ADDITTVE3. GONTRAGTOR TO VERIFY WATER TABLE PRIOR TO PURGHA5E d REPORT TO ARGHITEGT 13-22 q. FOUNDATION WALLS SHALL BE BRACED TOP AND BOTTOM PRIOR TO BAGKPILLINr2 TABLE 3.1 NAILING 5GHEDULE TABLE 3.6A RIDGE TEN51ON STRAP CONNECTION REQUIREMENT5 TAII3A WALL 5HEATHIN6 ATTACHMENT REQUIREMENTS FOR WIND LOADS PROVIDE MIN. I' SPACE JOINT DESCRIPTION NUMBER OF NAILS NAIL 5PAGIN6 DEAD LOAD ASSUMPTIONS, ROOF ASSEMBLY DL = 10 PSF FASTEST MILE WIND SPEED H TO FIRST NAIL ROOF FRAMING THREE SECOND sUSr w1Nv sP® 04P1•U 110 MPH q0 looT no 1 120 RIDGE RAFTER TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) PER RAFTER ROOF PITCH ROOF SPAN (FT) NUMBER OP SD COMMON NAILS OR IOD STRUCTURE 5HEATHING GEILIN6 JOIST TO TDP PLATE(TOE-NAILED) (5EE TABLE 3.4A) PER JOIST BOX NAILS IN EACH END OF I-I/4" sTRAP OR PANEL SIDINGS _ RID6E TENSION STRAP(20 6A.X 11/47) 51MP50N'G520- IN LIE)OF 6EILIN6 JOIST TO PARALLEL RAFTER(FACE-NAILED) (5EE TABLE 3RA) EACH LAP 12 2 E I F I E I F I E I F I El F - TENSION STRAP CAN L15E 2' X 4" GOLLAR TIE AT EVERY RAFTER GEILIN6 J015T LAPS OVER PARTITIONS(FAGE-NAILED) (5EE TABLE 3 qA) EACH LAP 16 2 5HEATHIN6 LOCATION 5TUD SPAGIN6 MAX.NAIL 5PAGIN6 FOR 8D (COLLAR TIE MUST 13E IN TOP 1/3 DISTANCE OF ROOF WJ6HT FROM COLLAR TIE TO RAFTER(=AGE-NAIL®) (5EE TABLE 3bA) PER TIE IN.O.G GOMMON NAILS IN.OL) TOP OF RAFTER TO PLATE) BLOCKING TO RAFTER(TOE-NAILED) 2-8D EACH END 20 3 STRAP LENGTH RAFTER RIM BOARD TO RAFTER(END-NAILED) 2-16D EACH END 3:12 24 3 4'EDGE ZONE b 12 6 12 6 12 6 12 CUT IN FIELD LL 24 b b 12 6 b 12 UPLIFT GONNEGTION5 LO WAFRAMING 322 4 12 6 122 6 12 6 122 6 12 36 5 NCE INTERIOR ZONE 16 b 12 6 12 6 12 6 12 OB16NED IN ACCORDA TOP PLATE To TOP PLATE(FACE-NAILEP) 2-1601 PER FOOT 6 I 6 12 6 12 6 12 TOP PLATES AT INTER5EGTION5(FAGS NAILED) 4-16D JOISTS EACH 51DEWITH TABLE 3bA WGFM 2001 STUD TO STUD O:ACE-NAILED) 2-IGD 24'OL. 12 2 LAP 5101% HEADER TO HEADER(FACE-NAILED) 160 I6"O.G.ALONG EDGES 2O 2 5HEATHIN6 SIZE 5TU N 0 G IN6 MIN. NAfLS D COMMON TOP OR BOTTOM PLATE TO STUD(1310-NAILED) 3-660 PER 2X4 STUD 4:12 24 3 _ 3 3 53UPPORT3 RID 6E TO RAr-TER RAI=TER TO TOP PLATE 3-160 PER 2X6 STUD 28 3 4-160 PER 2X8 STUD 32 4 t-NAIL SPACINS AT PANEL_ SCALE: .T.S. TO STUD BELOW 36 4 F-NAIL 5PAGIN6 AT IINT53-MATE SUPPORTS IN THE PMH FHDS OW BOTTOM PLATE TO FLOOR J015T,BAND J015T, SIMP50N 5TRAP-6520 ENDJO15T OR BLOGKIN6(FACE•NAILED) 2-16D z PER FOOT 12 1 'S1MP5ON'0520 FLOOR FRAMING 16 2 (SEE DETAIL 5:12 20 2 J015T TO SILL,TOP PLATE OR 6iRDER(TOE-NAILED) 4-80 PER JOIST 24 2 ALL ITEMS ARE: A5 PER 'SIMP50N 5TRON65 TIE' BRIDGING TO JOIST(TOE-NAILED) 2-8D EACH END 28 3 COMPANY. ALL SPECIFIED FASTENERS MU5T BE RAFTER BLOCKING TO JOIST(TOE-NAILED) 2-8D EACH ETD 32 3 INSTALLED AS PER MANJFAGTURER'5 REQUIREMENTS BLOCKING TO SILL OR Top PLATE(`foE-NAILED) 3-160 EACH BLOCK 36 3 AND C-AX ELINE5. T415 SCHEDULE TO BE COORDINATED C- LEDGER STRIP TO BEAM(FACED-NAILED 3-160 EACH JOIST WITH THE LOAD PATH DIAGRAM ON TH15 DRAWING. JOIST ON LED6ER TO BEAM(TOE-NAILED) 3-80 PER J015T BAND JOIST TO J015T(END-NAILED) 3-IbD PER JOIST 16 2 ALL NEW WALL GON5TRllGTION SHALL BE CAPABLE OF DOUBLE - BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1601 PER FOOT 20 2 AGGOMMODATING ALL LOADS IMP05ED ACCORDING TO TOP PLATE ROOF 5HEATHIN6 6:12 2`} 2 SECTION R301 OF THE RESIDENTIAL CODE OF NEW YORK 25 2 AND OF TRAN5MITTING THE RE5ULTIN6 LOADS TO THE STRUCTURAL PANGS 8D (5EE TABLE 38) 32 3 SUPPORTIVE 5TRUGTURA- ELEMENTS. _ DIA60NAL BOARD SHEATHING 36 3 PROVVIDE AT 16'GUT TO O.C. ARO N FIELD I'Xb"OR I'X 8' 2-60 PER SUPPORT GENERAL CONTRACTOR SHALL FOLLOW ALL THE I'Xi0"OR WIDER 3-80 PER 5UPPORT 12 1 REQUIREMENT5 IN ACGORDANGE WITH THE FASTENER lb 2 SCHEDULE FOR STRUCTURAL MET�BERS (TABLE 8602 3(I) STUD GEILIN6 SHEATHING 20 2 OF THE RESIDENTIAL CODE OF NEW YORK STATE AND 7:12-12:12 112" 11) HOOKED ANCHOR BOLT- TYPICAL PLYWOOD 5HEARWALL GYPSUM WALLBOARD 50 COOLERS l'EDGE/lo'FIELD 28 2 THESE INGS. 1 MIN.7" EMBEDMENT IN CONCRETE HTH TABLE 3.qA WGFM 2001 OR CONCRETE BLOCK-PROVIDE WALL 2ffMIN6 32 3 3"X3"Xq/b4" 50BEARING PLATE 5TUD TO RIM 36 3 STRUCTURAL PANELS 80 (SEE TABLE 3.4) 5TRUGTURAL TABLE INFORMATION: RAFTER TO 5TUD NO AT EACH BOLT J015T TO 51LL FIBERBOARD PANELS FOR PROP05ED WORK (51MP50N'LBP5 1/2) - ANCHOR 7/16' 60 3'ED6E/b'FIELD SCALE: N.T.5. BOLTS TO BE SPACED AS PER 25/32' 8D 3'EDGE/b'FIELD ALL INFORMATION TAKEN FROM THE RE51MNTIAL CODE OF 51MP50N 5TRAP-0520 REQUIREMENT NOTED "� 6YP5UM WALLBOARD 50 COOLERS l'ED6E/10'FIELD NEW YORK,LATEST EDITION (SEE IMP50NAIU20 HARDBOARD 8D (5EE TABLE 3A) TABLE 3AA RAFTER/GEILING JOIST HEEL JOINT GONEGTION REQUIREMENTS PARTICLEBOARD PANELSI I ( T DIAONAL BOARD SHEATHING q) DEAD LOAD ASSUMPTIONS- ROOF ASSEMBLY DL = 10 P5F FLOOR JOISTS: SILL DETAIL ILI. PLATE ANOHORA6E SUPPORT`Xb"OR 'Xbl 2-iv PER " ( I' O"OR WIDER 3-80 PER SUPPORT 2 P5FLIVE LO� ��O P�5F=HD 5N50 PSF 70 P5F TABLE 85023.1(2) RE51DENTIAL LIVING AREAS, FLOOR 5HEATHING ROOF SPAN (Fr) LIVE LOAD 40 P.5.F.,DEAD LOAD 20 P.5.F. MINIMUM 5ILL TO FOUNDATION STRUCTURAL PANELS 12 24 36 12 24 1 36 1 12 124 1 3b 1 12 24 1 36 PROVIDE AT EA.5TUD Ib"O.G. p In OR LE% 80 b'EDGE/12'FIELD 5PEGIE-5 8 GRADE: 00U6LA5 FIR LARCH #2 OR BETTER AROUND BUILDING GREATER THAN 1' IDD b"ER6E/6'FIELD RAFTER RAFT REQUIRED NUMBER OF II&D COMMON OR 40D GUT TO LENGTH IN FIELD DIA60NAL BOARD SHEATHING SLOPE 5PACIN6 BOX NAILS PER HEEL JOINT CONNECTION rxb'OR 1'x8' 2-80 PER SUPPORT CEILING JOISTS: I'XIO'OR WIDER 3-SD PER SUPPORT 12 4 ? 10 4 8 112 6 I I 17 8 15 22 165 SILL PLATE A5 q 13 5 10 115 8 15 22 10 20 2q TABLE R802.4(2) NOTED 3:12 Iq.2 6 11 I6 6 12 118 q IS 27 12 24 35 UNINHABITABLE ATTICS WITH LIMITED 5TORA6E, PSTRAF 24 7 13 Iq8 1523 11 2233 15 2q44 LIVE LOAD 20 P.5.F.,DEAD LOAD 10 P.5.F.ABLE 3213 BOTTOM PLATE TO FOUNDATION GONNEGTIONS (ANCHOR BOLTS) 12 3 5 8 3 6 q 5 q 13 6 11 17 5PEGIE5 4 GRADE: DOU6LA5 FIR LARCH #2 OR BETTER � GONTINUOU5 LOAD PATH RESISTING LATERAL AND SHEAR LOAD5 FROM WIND-EXPOSURE B 4:12 I6 4 7 10 4 8 1'2 6 II 17 8 15 22 N.T.S. Iq.2 4 8 12 5 q D4 7 14 20 q 18 27 APPED AROUND SILL THREE SECOND 605T 24 5 RAFTERS: ON INSIDE 4 NAILED AT EDGE 10 15 6 12 li7 q 17 25 I I 22 33 l I DRDRIN6 TIMEMBER 51 15 NOT WINO SPEED MtPIU 110 MPH TABLE 88025.1(4) �`j 1 DESIGNED IN AGC,ORDANGEREFLECTIVE OF ACTUAL OR TYPES. FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT 5PACIN6 (IN) I6 3 4 6 3 5 7 4 7 10 5 q 14 < -'J WITH TABLE 3413 WGFM 2001 FOR THIS PARTICULAR PROJECT SEE FLOOR BOTTOM PLATE TO FOUNDATION 12 3 GEILIN6 NOT ATTACHED TO RAFTERS, ANCHOR BOLT CONNECTION RE515TIN6 6 13 3 6 q 5 q 14 6 12 IS PLANS AND SECTIONS. 5:12 Iq.2 4 -7 10 4 8 111 6 11 I6 ': 14 21 GROUND SNOW LOAD 50 P.S.F.OR LESS, s " 24 4 g 12 5 q 114 7 q 14 20 Ib 27 DEAD LOAD 10 P.5.F. /a ANCHOR BOLTS® 45"O.G.W/3" X 3" XA" Y2" ANCHOR BOLTS BP5/a BASE PLATE LATERAL AND SHEAR LOADS 1-3 STORIES 12 3 3 5 3 4 5 3 5 .5 4 7 10 5PEGIE5 4 GRADE: 001.61-A5 FIR LARCH #2 OR BETf•ER ANCHOR BOLTS 7:12 16 3 4 6 3 5 7 4 7 10 5 q13 14.2, 3 5 7 3 6 11 4 3 12 5 10 I5 5 25TUD TO 51 LL- 12`1' 6 q4 7 UO 5 1O! 15 7 13 Iq 3 3 4 3 3 4 3 4 6 3 5 8 5GALE: N.T.5. 16 3 3 5 3 4 5 3 5 5 4 7 10 51MP50N 5TRAP-6520 q:12 lq.2 3 4 6 3 4 6 3 6 q 4 8 12 TABLE 3.45 UPLIFT STRAP CONNECTION REQUIREMENT5-EXP05URE B 24 3 5 7 3 5 10 4 .5 II 5 110 15 (ROOF-TO-WALL, WALL-TO-WALL, 4 (WALL-TO-FOUNDATION) 12 3 3 3 3 3 3 3 3 5 3 4 6 DEAD LOAD ASSUMPTIONS: ROOF/6EILIN6 ASSEMBLY OL = 15 PLF 12.12 16 3 3 4 3 3 4 3 4 6 3 5 cl Iq.2 3 3 4 3 3 5 3 5 7 3 6 q 24 3 4 5 3 4 6 3 6 q 4 b II THREE SECOND 6U5T WIND SPEED(MPH) 110 MPH FRAMING SPAGIN6 (IN) ROOF SPAN (FT) NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS 1N EACH END OF 1-1/4 X 20 6A6E 5TRAP TAME 3.10 ROOF 5HEATHIN6 ATTACHMENT REQUIREMENTS FOR WIND LOADS 5TRON6 ROD 12 2 FA5TE5T MILE WIND SPEED 16 2 20 2 -101 100 1107 120 1 4-5TW5 12 24 2 NAILING: 28 2 STRUCTURE 5HEATHI% E06E5: 6" ON CENTER i ;p�• 32 3 OR PANEL SIDING FIELD: 12" ON CENTER ENDWALL R 36 3 0 , • GORNER STUD CONNECTED To FVLBB-199. 1 4 SHEATHING LOCATION I RAFfERCfRU55 MAX.NAIL SPAGIN6 FOR SD o TRANSFER SHEAR 12 2 5PAGIN6 IN. 0.0 COMMON NAILS IN.OL) NAILING IN 5HADED AREAS 16 2 C 20 2 4'PERIMETER (4 FEET WIDE FROM WALL EDGE OR 1111 ED6E ZONE RI06E NOT INCLUDING OVERHAN65): 2-16a COMMON NAILS 6" oc. I-21-14 REVISE PER DDB COMMENTS I6 24 3 --F ED6E5 ON FIELD: b" ON CENTER AND 28 3 12 6 72— 12 b 12 6 T2— OVERHANGS 32 3 iNTER10R ZONE I 12-5-13 RENUMBER BAY UNITS AND GALL 36 4 '' 51MP5oN HDU4-50525 HOLD DOWN OUT LIGHT FIXTURES ON PLOT PLAN ''° ' NAILING FOR WALL SHEATHING. 6-lq-13 1550ED TO DOB BOARD 5HEATHIN6 ;t ` ED6E5: 6' ON CENTER 5HEATHIN6 51ZE 5 SPAGIN6 MIN. W43ER OF SD COMMON 4:: :t:': ° revision: date: descrlptton: IN.O.G NAIL5 PER SUPPORT 4`.. ':� FIELD: 12' ON CENTER T /�^ *' TAT91.E 34A RAFTER/GEILIN6 JOIST TO TOP PLATE LATERAL 1X6 OR 5HEATHIN6 12-Iq2 2 2 2-7 2 �s NSW I O V ��I L��t Y� AND SHEAR COMGCTION RE5lUIFe XM IXIO - 3 3 3 3 ::' (�SGRIPTIVE ALT7 RNATNE To TAEI.F 3.4) ';' :' E-NAIL 5PAGIN6 AT PANEL 67EiC5 ON) N6 AT QTfERIWIATE 5 PPORTS IN TIE PANG.FEE OW FDR F-NAIL SPAU FASTEST MILE ww SPE®(MFW GREENPORT GRESGENT BEACH A550G1 ATION qo 1 100 1 110 120 1x85 MAPLE LANE, 6REENPORT, NY IIg44 RAFTEI CEIUN6 WALL FB NUMBER of W CZH-VN NAIL5 -015T 5PACIII46 (Fri CrGE-NAILED)REWIRED IN EACH (IN) RAFTER AND OR GEILIN6-DST ..�,�..' Ca" ANCHOR BOLT- MIN.7" EMBEDMENT IN CONCRETE PROVIDE TO TOP PLATE GOideGTION HILTI EPDXY ADHESIVE 12 a-40 2 2 2 3 1602 lakeland ave., Bohemla, ny 11*716 SHEATH I NO ATTAGHMENT D I AORAM 631-588-4444 andrewsdeleonl@4ahoo.com 8 . 2 3 3 3 NOT TO SCALE ANCHOR TIE D0?iN 5Y5TE1� 0 ARC dr�ln by: 5heet5 set: 16 10 2 3 3 3 ��E _ H y/r 160 ad 24 l0 3 4 4 5 SCALE: I"=11'-O" �o K f. AMC'X1 A 61 checked by: ll� a: i I�3„ \TqT. file: 13-22 160 01 31-3m pl M 70, 0.00 -."-CFO-- ,- .7) ' - - - - - - - - - - - - - - - - - - - - - - - - 0 + + + . 00 0.1 0 0.0 + + + + + + i 140 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • i fc .00 i .00 1 .5 :� fc 0.0 0.0 0.0 0.0 0.0 0.0 o.o +0.0 0 0.0 i .00 17I I I I I 0(9.0 +0.0 +0.0 +0.1 0.3 + +1 + + + 120 c .1 5 f +0.0 +0.0 0.0 i I "•. I I t I I I 0. 5 fc c .00 i i i 1 / 1 i + + + !+ i c2.3 0.8 1 .5 1 .5 0.8 2.2 +OLS• 5 f c1 .5 1 .4 .1 +0.0 +0.0 .00 J. I 1 2 3 .00 4 +0.0 +0.0 10 0 E E E E 1 D.00 f.00 C 0• 0.0 0.0 I ! I I I I i1.00 A 5 ; A 1 I I I I I .00 + - a x y!' •• 80 E .4 f@.o 0.0 I I6'�IO" I6'-10" D1 . 00 7 69 8 i E " I .00 E E E ` .�1 fc +0.0 0.0 +o.o ' 1 I t .. : .00 1 yt .00 T0.0 o.o : + o.8 0. 2 o.s �+2 + + +I I I 60 ` � f c 1 1 .2 0.1 0.o o.o 1 1 2 fc 00 C fc . . 00 +0.0 0.0 +0.0 0.1 0.1 0.• 0.2 0.1 +o. + I l I �.� I o.2 0. 0.1 0.1 0.o o o.o .00 f I 12' P.GONG HAUNCH I W/2#5 REBAR I I 0. fc I I •' + i .00 0.0 O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40 Di .00 i _ .00 0.o o.o �.0 0.0 0.0 0.0 0.0 0.0 +0.o +o.o +o.o +o.o 4" P. GONG. SLAB 1 I 6 X 6 1010 HM I ! ------------------ --------------- - - ------- -- - ---- ----------- ---- ------------ --- ---- --- - .0 0 - - •. ---- 6 MIL VAPOR BARRIER ------------- - 4 CRUSHED STONE I I .00 .0 0 ..0� 0.0 1 0.01 0.01 0.o�---------o.o� --- ---o.o 0 000 --o.00- -- -o.0 000 0 0 000 00 00 � . 20 UN 1 I f 40 60 80 100 120 140 160 180 200 22 ''•` ! I I I DROP FOUNDATION(TYP) PITCH I I PITCH Calculation Summary PHOTOMETRIC Label CalcType roan Units Avg Max Min Av Min Max Min Description PtSpcLr PtSpcTb Meter Type SCALE: NT5 CalcPts Property Line Illuminance Fc 0.00 0.01 0.00 N.A. N.A. Readings taken ® 0'- " 1 0 AFG 0 N.A. Horizontal J• I I I I I CalcPts_1 Site Illuminance Fc 0.33 3.3 0.0 N.A. N.A. --l-Readings taken ® 0'-0" AFG 10 10 Horizontal JI •. I I I I I Luminaire Schedule 1 I I I I I Symbol Qty Label Arrangement L.um. Lumens LLF Description Lum. Watts Total Watts Filename ® 1 D SINGLE 6173 1.000 ALEDI3N 15.1 15.1 ALED13N-Neutral - ITL68252,IES + ? ♦ . F� 9 E SINGLE 6173 1.000 WPLED13N 15.1 135.9 WPLEDI3N-Neutral - ITL68252.IES Luminaire Location Summary LumNo Label X Y MTG HT Orient Tilt FEB I Zd�a ! ': I I •.' : I ! I 1 E 98 110 7 90 0 2 E 121 110 7 90 0 3 E 144 110 7 90 0 ® 1-21-14 REV15E PER DOB GOMMENT5 4 E 171 110 7 90 0 o o I 12-5-13 RENUMBER BAY UNITS AND GALL • ! ..:-.,. I I ..`4 I I ."�.��. I 5 E 173.585 92.176 7 6 E 166.914 72.578 7 270 o OUT L16HT EIXTURE5 ON PLOT PLAN a; I 7 E 145.487 72.578 7 270 0 641-13 155UED TO DOB 8 E 124.904 72.578 7 270 0 9 E 98.122 72.578 7 270 0 revl5lon: date: descrlptlon: r I I I I I I 11 D 101.743 138.101 8 180 0 I I ( I 1 Total Quantity. 10 NEN 5TORA6E BU I L.D I NC FOR z 2 ANCHOR BOLTS PER I : I I ' : I I I DOOR NOTES: 6REENPORT GR5GENT BEACH A550GIATION The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) K55 MAPLE LANE, 6REENPORT, NY I1g44 " has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) Lof mean lumens / initial lumens per lamp manufacturers' tspecifications. /� 7 RC t.. :f I •'A i '. Illumination ation valu es shown I s w in footcandles) -��' .a: e the r e ei d ct e results( td for In f a s o calculation Pe P either horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal 1602 lakeland ave., Bohemia, my 11116 J to the plane of calculation. 63l-�J88-4444 andrew5deleonl® 1hoo.Gom drawn by: sheets t: * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject ��EO ARCH�1;11. ad 5 - 1=0UNDATION PLAN to means and methods which are beyond the control of RAkB Lighting, Inc. \Cb o� K "qMc �`�� rchecked b9. * W �� • '� � bkh 5GALE: 1/4' = 1'-0' Mounting height determination is job site specific, our ligyhting simulations assume a mounting height a: -VERIFY BUILDING 5)=TBAGKS PRIOR TO EXCAVATION. REPORT TO ARCHITECT (insertion point of the luminaire symbol) to be taken at thte top of the symbol for ceiling mounted luminaires m 1 date: VERIFY 501L CONDITION5 PRIOR TO FORMING FOUNDATION.REPORT TO ARCHITECT and at the bottom of the symbol for all other luminaire miounting configurations. • , 6-1 l-I3 * RAB Lighting, Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. `�, e� file: Patents issued or pending apply. 13-22 REAR L16HT5 : BRAND,6ENIE HOU5E • oo MODEL 153 5ERIE5 # 15311-V6 Q _ \ I I I f pa 2X8 7 !2 LEG PA j I — — 51MP50N HOLD DOWN I I SAY„ 12 I (") - DW6 A2 j i NEW EXTERIOR PARTITION - 2 X 4 5TUD5 0 Ib" O.G. I —— BAY #I I I j VINYL 51 ID N6IRI5 BATT I , TYVES r r8" RI610 ML., Ln 24" X 48"PULL I I N5UL. W/ /a 6YP. BD. DOUBLE FRAMIN6 I I I NEN 2 X 4 5TUD5 0 Ib" O.G. Wl Yb" TYPE 'X' GYP. BD. - - - - - J L- - - - - - I I WTH51DE5 I _ I j 51N6LE POLE 5WITGH Wf DIMMER I EXTERIOR L16HT FIXTURE SHALL BE IN AGGORDANGE WITH THE BUILDING OFFICIAL.FIXTURE SHALL BE '� I I I 5HIELDED 50 DIRECT GLARE DOES NOT PROJECT ej 13AY #10 I j "' BEYOND THE PROPERTY LINE. I I I INTERIOR ELEGTRIGAL To BE DE516N-BUILD BY GONTRAGTOR % — — — — — J L — — — — — I i DE516N PROFESSIONAL.REPORT TO ARCHITECT I I #14 a-) I LR 1 any *q I I 1 I I I i I I - - - - - J L - - - - - I I I I A I I BAY #I5 � I I 5! BAY #6Th X I - - - - - J L - - - - - I I I — I I I BAY16 I /2X10 ® 16" O.G. I i I ROOF RAFT�ER5 /ROOF RAIFTER5 I - I ; BAY #7 I I I - - - - - J L - - - - - r I BAY #t7 HAUNCH SLAB AT L--------------- ------------ --J BAY #b I 6ARAC�DOOR(TYP) Q m - - - - � L - - - R00rLN _ 5GALE: 1/8" = I'-O" : — — — — — — — — — GONNEGT LEADER5 TO DRYWELL BAY #18 I BAY #5 2 X 10 0 Ib" O.G. / 2 X 10® Ib" O.G. — — — — — J GEILIN6 J015T5 GEILIN6 J015T5 I — o L BAY #Iq BAY #� I (1) 1%" X IIYa" 2.OE LVL R106E ' I SONTINUOU5 RI06E VENTING m 2 X 10 R.R. @ (b" O.G. — — — — — — — — A5PHALT 5HIN6LE5 30 YR ARGHITEGTUAL TAMKO I— — COLOR : 6REY BLEND 15#FELT BAY #2Q I in 5HEATHIN6 6 2 X 6 COLLAR TIES 6 32"O.G. m „ BAY #3 I IGE SHIELD (2'-0" MIN) 5TRAPPIN6 Anc 10, 12" VENTED SOFFIT J L — ALUMINUM FA5GIA BD — — — — — m — — — — 6UTTER E LEADER �; FEB 19 2014 1 ;fl I 2 X 4 5TUD5 0 16" O.G. Ya° TYPE 'X'GYP. BD. 2 X ID G.J.® Ib"O.G. ® 1-21-14 REV15E PER DOB GOMMENT5 m BAY #2 VINYL 5101%COLOR: L16K GREY " TYPE 'X' 6YP. W. BAY #21 �' I 3/8" RIC-510 IN5UL YeI 12-5-13 RENUMBER BAY UNITS AND GALL TYVEK - " PLYWOOD OUT LIGHT FIXTURES ON PLOT PLAN 5TRAPPIN6 6-lq-13 15%ED TO DOB a O — — — — — (2) 2 X 4 P.T. HAUNCH SLAB AT revision: date: descrlptlon: % - - - - - 6A 4 X 4 P05T TERMITE 5HIELD `flr. 1 PITCH PITCH RAGE poOR(1'fp) A (FYP) SILL SEAL :,a ,;. :R: .. 104.15' ,, NSW 5T01VtC� BU I LD I NC Ye ANGHOR BOLT5®34'O.G. FOR BA5E PLATE 4" P. GONG. SLAB ..,',� �p�= D/�p G�C u G�f A 4 N IBAYm I m _ b X b 1010 WWM - ,.,-0, P. GONG.HAINIGH (!N_L_NI-V IST GJVLNT � GFISJVV 1!`tTI ON ' Ig85 MAPLE LANE, 6REENPORT, NY IIg44 Y�# I 10" P. GONG. FOUNDATION Qb MIL VAPOR BARRIER W/2 5 REBAR ,.. x ON 12" X 24" P. GONG. 4' GRUSFIED STONE3'-0" FOOTIN6 W/2 #5 REBAR : Ng mp- 5EGT1 Oil A"A 1602 lakelond ave., Bohemia, ny 11716 SCALE: I/4" = I'-0" 631-588-4444 andrewscieleonl@uohoo.com drawn by: sheets in set: �o AR�H�rF ad 4'- " '-0' 8' l -0 4- 5 AZEK DECORATIVE BARN Ir Aj `A_,HAMC,�G�� checked by: DOOR A5 5ELEGTED w Q� t' * bk11 FLOOR FLAN Y date: 5GALE: 1/4' = 1'-0' 9g3 �O S'T,q T � file. 3-22 m4 , A5PHALT 5HIN6LE5 30 YR ARGHITEGTUAL TAMKO COLOR : 6REY BLEND ALUMINUM FA5GIA BD 4'-0 DIA. 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FEB 19 2014 DECORATIVE 6ABLE VES• MOTION L16HT RAB BRAND ,RPAD WALL ® 1-21-14 REV15E PER DOB GOMMENT5 510IN6 VINYL 12 PAK 10 WATT DOUBLE 5" MAIN 8 I 12-5-15 RENUMBER BAY UNITS AND GALL STREET LIGHT GREY OUT LIGHT FIXTURE5 ON PLOT PLAN REAR L16HT5 : b-1a-13 155UED TO DOB BRAND,6ENIE HOUSE MODEL 153 5ERIE5revision: date: description: # I531l-VG NSW STOIC B BU I LIQ I NG GUTTER 4 LEADERFOR �REENPORT GRESGENT BERGH A550GIATION 8" AZEK TRIM � 1x85 MAPLE LANE, 6REENPORT, NY I1a44 STEEL DOOR W/TRIM Lr=v Q 1602 lakeland ave., Bohemia, ny 11116 104, 631-588-4444 andrew5deloon l® ahoo.com — — — — �p ARCEy as n by- sheets in asset. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -p y- HgMcFG, ✓ � Qo �Ived ; — — — — — — — — — — — — — — — — — — — — — — — — — by — — — — — — ELECTRIC METER REAR ELEVATION m . . `E""� Q 6-I I-13 •„ Y x 5CALE: 1/4" = P-O' g� O file: - 2 GENERAL NOTES El EGTRIGAL I. ALL WORK 5HALL BE GON5TRUGTED IN ACCORDANCE WITH THE RE5IDENTIAL CODE OF NEW YORK 5TATE,FUEL 6A5 CODE OF NEW YORK 5TATE,MECHANICAL GODS OF NEW YORK 5TATE,PLUMBING GODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF I. ALL WORK SHALL BE IN5TALLED IN ACCORDANCE WITH CHAPTER 27 OF THE BUILDIN6 CODE OF NEW YORK 5TATE. NEW YORK STATE,EAER6Y GON5ERVATION GO%TRUGTION GORE OF NEW YORK 5TATE LATEST EDITION5. ALL WORK SHALL COMPLY WITH THE FOLLOWING DE5I6N CRITERIA: 2. THE CONTRACTOR 5HALL OBTAIN ALL PERMITS,APPROVALS,AFFIDAVIT5,GERTIFIGATE5,ETG.AND PAY ALL FEES A5 REQUIRED BY THE LOCAL AUTHORITIE5 AND FIRE UNDERWRITER5 OR AN ELECTRICAL IN5PEGTI0N A6ENGY APPROVED BY THE LOCAL TABLE R301.2(1) MUNICIPALITY. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NEW 6-0" HIGH PVG FENCE TYP E FROM ICE SHIELD 3. THE MINIMUM LOAD FOR UN6ROUNDED 5ERVIGE GONDUGTOR5 AND 5ERVIGE DEVIGE5 THAT 5ERVE 100 PERCENT OF THE DWELLING ' WIND SEISMIC SUBJECT TO DAMAGE WINTER UNDER- UNIT LOAD 5HALL BE GOMPUTED IN ACCORDANCE WITH TABLE E3502.2. 12 I.O2 GROUND SPEED DESIGN FROST LINE DESIGN LAYMENT FLOOD AIR FREEZING SNOW LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS INDEX 4. WIRIN6 METHODS SHALL BE IN ACCORDANCE WITH TABLE 13701.2,ALLOWABLE APPLIGATION5 FOR WIRIN6 METHOD5 SHALL BE IN 20 P5F 110 G SEVERE 3'-0" MODAL 5L/M00 13N/115 YE5 5EE EXAM. 5qq ACCORDANCE WITH TABLE 3101A 6ENERAL I145TALLATION AND 5UPPIORT REQUIREMENTS FOR WIRING METHOD5 SHALL BE IN � O ACCORDANCE WITH TABLE E3702.1. 2. THE GENERAL GONTRAGTOR SHALL BE HELD TO HAVE VISITED THE SITE AND PREMI5E5 AND TO HAVE GOMPARED SAME WITH THE 5. THE GONTRAGTOR 5HALL PROVIDE REGEPTAGLE5 50 THAT NO POINT'ALONG THE FLOOR LINE IN ANY WALL 5PAGE 15 MORE THAN NEW A51PHALT MMIN65 AND 5PEGIFIGATION5,AND TO HAVE 5AT15FIED THEMSELVES WITH THE EXI5TIN6 GONDITION5,BEFORE 5UBMITTIN6 b FEET MEASURED HORIZONTALLY FROM AN OUTLET IN THAT 5PAGE. PAVING THEIR BID,AND SHALL A55UME FULL RE5PON51BILITY THEREFORE. ANY 015GREPANGIE5 FOUND BETWEEN THE ACTUAL GONDITION5 - - AND INFORMATION 61VEN ON THE DRAWING SHALL BE IMMEDIATELY REPORTED TO THE ARGHITEGT AND NO WORK,50 AFFECTED b. ALL NEW FIXTURE5 SHALL BE A5 SELECTED BY THE OWNER,RJRN19W AND INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL PROCEED WITHOUT WRITTEN IN5TRUGTION5 FROM THE ARCHITECT. I 1. ALL CEILING FIXTURES SHALL BE SWITCHED WITH DIMMER SWITCHES. IWHERE MULTIPLE SWITCHES MAY BE REQUIRED GONTRAGTOR 3. THE CONTRACT DRAWING INDICATE THE EXTENT AND GENERAL ARRAN6EMENT OF THE 5Y5TEM5. IF ANY DEPARTURE5 FROM THE 15 TO IN5TALL"GANG"TYPE UNITS. NEW(2) 12'-0" DIA. X 8'-0" PRE GONTRAGT DRAWING ARE DEEMED NEGE55ARY BY THE CONTRACTOR,DUE TO CONFLICT WITH APPLICABLE GODE5 AND THE BEST I GA5T DRYWELL W/OPEN GATE. PRACTICE5 OF THE TRADE,THE DETAILS OF SUGH DEPARTURES AND THE REASON THEREFORE SHALL BE SUBMITTED A5 50ON A5 b. ALL BATH,TOILET,KITCHEN AND 6ARA6E OUTLET5 5HALL BE 6ROUIV-FAULT-INTERRU1`TER PROTECTION APPROVED DEVIGE5. OSSIBLE TO THE ARCHITECT FOR APPROVAL. NO 511tH DEPARTURES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE I�l I � - - - - - - - - - - - - - - - - I PITCH PAVING TO DRAIN (TVP) P0551BEGT. q. THE CONTRACTOR 5HALL OBTAIN FIRE UNDERWRITER5 OR OTHER ELECTRICAL INSPECTION A6ENGY APPROVED BY THE LOCALARCHIT � MUNICIPALITY UPON COMPLETION OF 0I5 WORK. ___ _ 4. ALL WORK 5PEGIFIED HEREIN MU5T BE INSTALLED IN FULL AGGORDANGE WITH THE REQUIREMENTS OF ALL LOCAL AND I GOVERNMENTAL DEPARTMENT5 HAVING JUR15DIGTION OVER THE5E MATTER5 A5 WELL A5 WITH ANY REQUIREMENT5 OF THE 1 I \ NATIONAL BOARD OF FIRE UNDERWRITER5,NATIONAL ELEGTRIG GORE,OR 51MILAR APPROVAL5,PERMIT5, IN5PEGTION5,ETC., BEFORE GOMMENGIN6 ANY WORK A5 TO AVOID ALL DELAYS DURING GON5TRUGTION AND HE 5HALL TURN OVER THE OFFICIAL 10. CONCRETE 5HALL BE PRODUCED FROM BATCH A-ANT5 APPROVED BY TIE GOMM155IONER BA5ED ON PREVIOU5LY ACCEPTED MIX REGORD5 OF THE 6RANTIN6 OF PERMIT5 TO THE OWNER TIE CONTRACTOR SHALL HAVE A FINAL SURVEY PREPARED UPON 9E516N5 AND RE5ULTIN6 IN MIXES OF 5TREN6TH 5PEGIFIED. I O 20.0' MIN. 0' MINI` ' (TVP) 1 I I 20. COMPLETION OF THE WORK. TH15 SHALL BE DONE WITHOUT ADDITIONAL G05T TO THE OWNER �_,� O II. CONCRETE TO BE 3000 P5.1.®28 DAYS. 5.75 BAG GEMENT/GU.YD.GONE.l%GALLONS WATER/g4 LBS.SACK OF GEMENT-UNLESS I � I (TVP) k 1 5. ANY ITEMS OF WORK 5PEGIFIED HEREIN AND/OR 5HOWN ON THE MMIN65 WHICH CONFLICT WITH AFOREMENTIONED RULE5, OTHERWISE SPECIFIED. RE6ULATION5,AND REQUIREMENT,5HALL BE REFERRED TO THE ARCHITECT FOR DEG1510N. 12. THREE(3)TEST CYLINDERS SHALL BE PROVIDED FOR EACH 50 GU.YDS.OR FRACTION THEREOF IN ANY ONE DAYS PLACING. I I I I I 6. THE WORK 5HALL NOT BE DEEMED TO HAVE REACHED A 5TATE OF COMPLETION UNTIL ALL FINAL GERTIFIGATE5 HAVE BEEN DELIVERED 13. FOUNDATION WALLS 5HALL EXTEND A MINIMUM OF 4 INCHE5 ABOVE THE FINAL 5TA51-151 ED ADJOINING 6RADE. lo 42.34' I �6 3' I I 42.35' 7. EACH CONTRACTOR SHALL BE HELD RE5PON51BLE FOR AND BE REQUIRED TO MAKE 6000 AT HI5 OWN EXPENSE ANY AND ALL 14. THE CONTRACTOR 5HALL PROVIDE�/Z"DIAMETER ANCHOR BOLT5 5PAGED A MAXIMUM OF 2-6"ON CENTER,12'MAXIMUM FROM THE I I I DAMA6E-5 TO THE OWNERS OR NEI61-15OR5 PROPERTY,A5 WELL A5 PUBLIG UTILITIES OR MUNICIPAL PROPERTY,AND/OR TO ANY E05 OF EACH PLATE 5EGTION. \ / NEW 15PHALT WORK CONTRACT,WHICH 15 GAUSED BY 0I5 WORK OR WORKMEN DURING THE EXEGUTION OF HI5 GONTRAGT. / I P I VINE 15. EXTERIOR FOUNDATION WALLS 514ALL REGEIVE 2 GOAT5 OF AN APPROVED MA5TIG ASPHALT WATERPROOFING AND FELTS APPLIED _ b. EACH CONTRACTOR SHALL,AT ALL TIMES KEEP THE PREMI5E5 FREE FROM ACCUMULATION OF WA5TE MATERIAL OR RU135I5H WITH A TROWEL AND SHALL EXTEND FROM THE FINISHED 6RADE TO THE BOTTOM OF FOOTIN65. A b-MIL-THICK POLYETHYLENE FILM \ / I NEW ONEI STORY/p GAU5ED BY HI5 WORK. ON COMPLETION OF HI5 WORK,ALL RUE615H AND UNU5ED MATERIAL 5HALL BE REMOVED AND THE PREM15B SHALL BE APPLIED OVER THE BELOW-GRADE PORTION OF THE EXTERIOR FOUNDATION WALL5 PRIOR TO BAGKFILLIN6. JOINT5 IN �' �� I i / BAkN '� i i REMOVE EXISTING BARN LEFT BROOM GLEAN. THE POLYETHYLENE FILM SHALL BE LAPPED b INGHE5 AND 5FALED WITH APHESIVE. THE TOP ED6E OF THE POLYETHYLENE FILM 5HALL BE BONDED TO THE 5HEATHIN6 TO FORM A SEAL. NEW A5PHAL) 1 I I q. UPON COMPLETION OF ALL WORK,THE CONTRACTOR SHALL REMOVE FROM THE 51TE ALL 0MRI5 RE5ULTIN6 FROM THE BUILOIN6 \ PAVING OPERATION AND SHALL LEAVE THE ENTIRE SITE IN A NEAT,GLEAN AND AGGEi'TABLE CONDITION. ALL WINDOWS,HARDWARE, I6. THE 6RADE ADJOININ6 ALL FOUNDATION WALL5 SHALL BE 5LOPED AT A MINIMUM OF 51X(6")INGHE5 WITHIN THE FIRST TEN(10'-0'9 APPLIANGE5,PLUMBING FIXTURES,CERAMIC AND 6RANITE TILE,5HALL BE GLEANED. ANY ITEM5 5GRATGHED OR DAMA6ED 514ALL FOOT P15TANGE FROM THE WALL. L BE REPLACED. Il. FLOOR SLABS RESTING ON FILL SHALL BE REINFORCED WITH 66-1010 NAM. � 10. THE GONTRAGTOR5 SHALL 6UARANTEE ALL WORK INSTALLED UNDER THE GONTRAGT5 FROM A PERIOD OF ONE(1)YEAR FROM DATE uu OF COMPLETION,A5 EVIDENCED BY THE DATE OF THE FINAL CERTIFICATE,UNLE55 A LONGER PERIOD 15 GALLED FOR IN THE NEW REFU5E ENGL05URE I I I 5EGTION5 OF THE 5PEGIFIGATION5. CARPENTRY GARBAGE GONTAINER 10.00' REGYGLS 11. THE 6ENERAL CONTRACTOR 5HALL BE RE5PON5113LE TO FILE ALL REQUIRED IN5PEGTION REPORTS,CONCRETE GYLINDER5 1. ALL 5TRUGTURAL LUMBER 5HALL BE WEST GOA5T DOU61-A5-FIR LARCH,NO.I OR BETTER GRADE F5=1400 P51 IN 51ZE5 A5 INDICATED o I i i I N NEW 12'-0" PVC GATE (TYP) REPORTS,STEEL AND MA50NRY AFFIDAVIT5,MATERIAL TIGKET5,ETC.A5 MAY BE REQUIRED FOR FINAL ACCEPTANCE BY THE LOCAL ON PLAN5. 6RADE MARKED PRIOR TO DELIVERY TO 51TE. MUNICIPALITY. NEW MOTION LIGHT ON POLE ❑ o I I I 1 2. WOOD BEAMS SHALL BE BRIDGED WITH I"X 3'DIAGONAL WOOD OR METAL MEM18ER5 OR SOLID WOOD BRIDGING SPACED 8'-0"O.G. 12. WHERE A D15GREPANGY MAY EX15T BETWEEN THE DRAWING AND 5PEGIFIGATION5 THE MORE 5TRIN6ENT REQUIREMENT 5HALL MAXIMUM. (aim dow away from neighbors) ❑ I I PREVAIL. 3. WOOD BEAM5 SHALL NOT BE GUT,BORED OR NOTCHED IN EXCE55 OF THE LIMITATIONS 5PEGIFIED IN 5EGTION R502.b OF THE CODE. 13. THE DRAWING AND 5PEGIFIGATION5 ARE IN5TRUMENT5 OF 5ERVIGE AND A5 SUCH REMAIN THE PROPERTY OF THE ARCHITECTWHETHER THE WORK FOR WHICH THEY ARE INTENDED 15 EXECUTED OR NOT. ANY U5E OF THE5E DOGUMENT5 WITHOUT THE 4. BEAM5 SHALL BE DOUBLED UNDER ALL PARTITIONS WHICH ARE RUNNING PARALLEL TO 5UGH BEAMS. NEW '-O" H16H PVG FENGE (TVP) WRITTEN GONSENT OF THE ARGHITEGT5 SHALL BE PROHIBITED. NEW ASPHALT .- ". ..- -..W•W- y. .-.- I W 5. J015T5 SHALL BE 5UPPORTED LATERALLY AT THE END5 BY FULL-DEPTH 501-10 BLOGKIN6 NOT LE55 THAN 2"NOMINAL THIGKNE55 ,`,", PAVJIN6 14. THE LATEST EDITION OF THE A.I.A.DOGUMIENT#A201 5HALL APPLY TO TH15 PROJECT,WITH MODIFIGATION5 A5 L15TED UNDER THE AND DEPTH EQUAL TO THE DEPTH OF THE J015T5. -W- .`451A55 4p;REA'W `. .. . . . - . y. 5UPPLEMENTARY GONDITION5,AND BECOME PART OF THE A6REET�ENT. '.'."y LL 4 y W NEW ASPHALT - b. PRE-EN6IN�RED WOOD MEMffiER5 SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFAGTURER5 5PEGIFIGATION5. ® W LL W J y . LL y W pA�{IN6 W SASS Al'�A LL 15. THE 6ENERAL CONTRACTOR 15 50LELY RE5PON51BLE FOR THE MEANS AND METHODS OF GON5TRUGTION INGLIIDIN6 JOB AND 51TE GUT5,NOTGHE5 AND HOLES BORED IN THE TRUSSES,LAMINATED VENEER LUMBER,GLUE-LAMINATED D MEMBERS OR I-JOISTS ARE �` LL 4 y W W','W W y y W LL y "•LL-LL-y" -y-y y-y y•W• - W LL '.", " cz SAFETY AND TO COMPLY WITH ALL APPLICABLE OSHA.STANDARDS. NOT PERMITTED KE55 THE E1-':FEGT5 OF SUGH PENETRATION5 ARE 5PECIFIGALLY GON51DERED`I THE DE516N OF THE MEMBER Jl� LL- •W LL-y-W- I +.y.".4 W W y y W LL. LL.W. .".W ( LL W y W - O Ib. THE GENERAL CONTRACTOR SHALL BE RE-5PON515LE TO SEGURE ALL PERMITS A5 MAY BE-REQUIRED BY THE MUNICIPALITY HAVING 7. omit .". - - =yu ...... I - -.•.•`.`-`- .URI5DIGTION,ARRANGE FOR ALL REQUIRED IN5PEGTION5,OBTAIN ALL WGE55ARY 516N-0FF5 AND FINAL LETTER OF COMPLETION S. ALL 51LL PLATE5 SHALL BE MINIMUM 2"X b'PRE55URE TREATED W00D. INSTALLCONTINUOUS METAL T1 RMITE SHIELDS TURNED - �g �! AND/OR CERTIFICATE OF OCCUPANCY A5 MAY BE REQUIRED. DOWN AT A 45 DE6REE ANGLE ON THE EXTERIOR AND INTERIOR 5100 OF THE FOUNDATION WALL. ..• .W..-W- -. LL W. .W. ... ... 11. THE CANIRAGTOR SHALL BE RE5PON51BLE TO NOTIFY THE ARCHITECT A MINIMUM OF THREE(3)WORKING DAYS PRIOR TO q. 51LL PLATES 5HALL BE 5EGURED TO FOUNDATION WITHY2"DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 12 INCHES O.G. FROM COMPLETION OF ANY WORK REQUIRIN6 A CONTROLLED INSPECTION. IT SHALL BE THE RE5PON51BILITY OF THE GONTRAGTOR TO EACH CORNER AND 30"O.G.FOR INTERIOR BOLTS. " W IN5URE THAT THE WORK 15 COMPLETE AND IN COMPLIANCE WITH THE APPLICABLE GODE REGULATIONS. IN THE EVENT THAT THE WORK 15 NOT COMPLETE OR DOES NOT COMPLY WITH THE APPLICABLE RE61JLATION5 THE GONTRAGTOR 5HALL BE RE5PON51BLE 10. FA5TENER5,HAN6ER5 AND NAILING FOR TREATED LUMBER 5HALL BE FABRIGATED OF MATERIALS APPROVED FOR U5E WITH THE TO REIMBUR5E THE ARCHITECT FOR HI5A-ER TIME AND EXPEN5E TO RE-IN5PEGT THE PREM15E5. 5PEGIFIG TYPE OF TREATED LUMBER INSTALLED IN ACCORDANCE WITH THE MANUFAGTURER5 5PEGIFICATION5 AND IN ACCORDANCE WITH THE LUMBER MANUFAGTURZER5 5PEGIFIGATION5. 18. THE 6ENERA1-CONTRACTOR 5HALL BE RE5PON515LE TO RETAIN A LIGE75ED LAND SURVEYOR TO CHECK AND VERIFY ALL LINES AND 5ETBAGK5 TO INSURE THAT ALL DIMEN510N5 AND 015TANGE5 ARE CORRECT PRIOR TO THE 5TART OF FRAMING. REPORT ANY II. WHERE METAL GONPEGTOR5 AND 5TRAPPIN615 INDICATED ON THE P'LAN5 THE P616N 15 BA5ED UPON PRODUGT5 MANUFACTURED DI5GREPANGIE5 TO THE ARCHITECT. BY 51MP50N 5TRON6-TIE 5PEGIFIGALLY TO MEET THE 5TRUGTURAL(GALGULATION5. SU65TITUTION5 WILL NOT BE PERMITTED � LAN=KE55 COMPLETE DETAIL5 AND MANUFAGTURER'S LOAD GOMPUTATION5 ARE 5UBMITTED AND APPROVED BY TIE ARCHITECT. Iq. THE 5ERVIGE5 OF THE ARGHITEGT5 DO NOT EXTEND TO OR INCLUDE THE REVIEW OR 51TE 055ERVATION OF THE GONTRAGTOR'5 WORK OR PERFORMANCE AND A5 9UGH THE GENERAL CONTRACTOR A55UME5 ALL RE5PON5113ILITY FOR THE MEANS AND METHIOD5 12. ALL TAIL BEAMS SHALL RE5T ON APPROVED TYPE BRIDLE IRONS. OF GON5TRUGTION,FOR JOB 5AFETY ON THE JOB51Vt AND PROTECTION OF THE GENERAL PUBLIG AND ADJOININ6 PROPERTIE5 AND UTILITIES AND THAT THESE RE5PON51BILITIE5 ARE INTENDED TO BE AND TO REMAIN 5OLELY TH05E OF THE GENERAL CONTRACTOR. 13. omit IT 15 FURTHER A61REID THAT THE 6ENERAL CONTRACTOR WILL DEFEND,INDEMNIFY AND HOLD HARMLE55 THE ARCHITECT AND 14. WOOD 5TUD WALLS 514ALL BE GAPPED WITH A DOUBLE TOP PLATE INNSTALLED TO PROVIDE OVERLAPPIN6 AT THE CORNER5 AND OWNER FROM ANY CLAIM OR 50T WHAT50EVER,INGLUDIN6 THE ABOVE AND NOT LIMITED TO ALL PAYMENTS,EXPEN5E5 OR G05T5 INTER5EGT10N5 WITH 5EARIN6 PARTITIONS. END JOINT5 IN TOP PLAtTE5 SHALL BE OFFSET AT LEA5T 24 INGHE5. 5TU95 5HALL HAVE I ® I L � INVOLVED,AR151N6 FROM OR ALLE6ED TO HAVE AR15EN FROM THE GONTRAGTOR'5 PERFORMANCE OR FAILURE OF THE FULL BEARING ON A BOTTOM(50LE)PLATE NOMINAL 2 INCH THICK(WITH WIDTH EQUAL TO THE WIDTH OF THE 5W5.. L GONTRAGTOR'5 WORK TO CONFORM TO THE DE516N INTENT AND THE CONTRACT DOGUMEW5. EEN 5GALE: 1/16" = 1'-O" 15. WPIPING OR DUCTWORK 15 PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOA9�HEARIN6 WALL,NEGE551TATIN6 GUTTING,DRILLIN6 OR NOTGHIN6 OF THE TOP PLATE BY MORE THAN 50 PERCENT OF IT5 WIDTH,A 6ALVANIZED METAL TIE OF NOT ALL INFORMATION BA5ED UPON 5URVEY PREPARED BY THOMAS MATARAllO, LIGEN5ED LAND 50RVEYOR D E M 0 L I T 10 N LE55 THAN 0.054 INCH THICK(1,37MM)(166A)AND I% INGHE5 WIDE SHALL BE FASTENED TO EACH PLATE AGRO55 AND TO EACH 510E DATED 1-4-2013. THE CONTRACTOR 5HALL BE RE5PON516LE TO RETAIN A LIGEN5ED LAND SURVEYOR TO OF THE oPENIN6 WITH NOT LE55 THAN E16HT Ibd NAI1-5 ON EACH 510E OR EQUIVALENT. GHEGK AND VERIFY ALL LINES, BOUNDARIE5, 5ET13AGK5,ELEVATIONS AND DIMEN51ON5 PR'JOR TO 1. THE CONTRACTOR 5HALL TAKE ALL USUAL AND PROPER PREGAUTION5 TO PREVENT AGGIVENT5 OR INJURY TO ALL PER5ON5,AND EXCAVATION. REPORT ANY 015GREPANGIE5 TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. ANY DAN6ER TO PROPERTY ABOUT OR ADJACENT TO PREM15E5 WHERE WORK 15 BEIN6 PERFORMED,AND EREGT AND KEEP IN 16. WALL5 SHALL BE BRACED IN AGGORDANGE WITH 5EGTION Rb02.1O OF THE CODE. PLACE AT ALL TIMES ALL U5UAL,PROPER,NEGE55ARY,AND REQUIRED DANGER 516%,5AFE60ARD5,FENGIN6 AND BARRICADES. 17. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE GUT OR NOTCHED TO A DEPTH NOT EXGEEUIN6 25 PERCENT OF 2. THE GONTRAGTOR SHALL INDEMNIFY AND'HOLD HARMLE55'BOTH THE OWNER AND ARCHITECT A6AIN5T ALL GLAIM5,SUIT5, IT5 WIDTH. 5TU75 IN NONBEARIN6 PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF THE 5TUD WIDTH. DAMA6E5,AND jVeEMENT5,INGLUDIN6 GOUN5EL FEE5 AND DI5B11R5EMENT5 INCURRED IN DEFEN5E OF ANY ACTION,TO WHIGH THE OWNER OR ARCHITECT MAY BE SUBJEGTED OR WHICH THEY MAY SUFFER BY REA50N OF ANY INJURY TO PERSON OR 18. EXTERIOR 5HEATHIN6 514ALL BE MINIMUM NV EXTERIOR GRAPE PLYWOOD 5HEATHIN6. %BGONTR4GTOR5,A6ENT5,OR EMPLOYEE5,IN PERFORMANCE OF THE WORK,OR AR151N6 OUT OF WORK PERFORMED HEREUNDER INGLUDI%THE IDENTIFICATION AND REMOVAL OF ANY,AND ALL A53E5TO5 OR A5BE5TO5 GOMP051TION MATERIAL5,IN THE EVENT Iq. BUILDING FELT SHALL BE A5PHALT-5ATURATED FELT FREE FROM HOLE5 AND BREAKS,WEI6HIN6 NOT LE55 THAN 14 POUNDS PER THAT A5BE5TO5,OR A55E5TO5 MATERIAL5,ARE ENCOUNTERED,THE GONTRAGTOR 5HALL ARRAN6E TO HAVE THE PREM15E5 100 5QUARE FEET AND GOMPLYIN6 WITH ASTM D 226. FELTS 5HALL BE APPLIED HORIZONTALLY,WITH THE UPPER LAYER LAPPED IN5PEGTED BY A LIGEN5ED IN5PEGTOR,TO PROPERLY IDENTIFY THE MATERIALS AND TO FILE A REMOVAL PLAN FOR APPROVAL BY OVER THE LOWER LAYER NOT LE55 THAN 2 INGHE5. WHERE JOINTS OCCUR,FELT 5HALL BE LAPPED NOT LE55 THAN 6 INGHE5. THE MUNICIPALITY. ALL WORK TO BE PERFORMED IN AGGORDANGE WITH ALL LOCAL LAW5 AND ENVIRONMENTAL A6-MY CRITERIA. 20. "ICE SHIELD"UNDERLAYMENT SHALL BE INSTALLED WITHIN 2'-0"OF THE EXTERIOR WALL SURFACES FOR ALL ASPHALT,WOOD,SLATE 3. THE CONTRACTOR 5HALL GARERILLY STUDY ALL DIRAWING TO FULLY DETERMINE THE EXTENT OF THE DEMOLITION WORK AND METAL 51N6LE/5HAKE MATERIALS AND BELOW ALL MINERAL 9URFAGED ROLLED ROOFING AREAS. REQUIRED IN THE EXI5TIN6 BUILDIN6 AND THE EFFECT OF 560 WORK ON THE EXI5TIN6 GON5TRUGTION ELEMENT5 AND 5ERVICE5. 21. ALL PARTITIONS SHALL BE GON5TRUGTFI7 OF 2"X b'WOOD STUDS SPACED Ib"O.G.WITH ONE LAYER OF 5/8" GYPSUM WALLBOARD 4. THE CONTRACTOR SHALL PROVIDE ALL PROTECTION AND 5AFE6UARD BY 6000 GON5TRUGTION PRACTICE FROM THE 5TART OF ONE EACH 519E UNLE55 NOTED OTHERN15E ON THE DRAWING. WORK UNTIL IT5 COMPLETION AND ACCEPTANCE BY THE OWNER AND ARCHITECT. 5. THE CONTRACTOR SHALL A55UME FULL RE5PON51BILITY FOR MATERIALS,5TRUGTURAL ELEMENTS,METHODS,TIMING,5EQUENGE SAFEIYOFLIFEANDPROPt=RTY. EXTERIOR WINDOWS AND 6LA55 DOORS IN6 AND BRACING A5 NECESSARY AND A5 REQUIRED BY THE LOCAL AUTHORITIES I. ALL EXTERIOR WINDOW5 AND 6LA55 DOOR5 SHALL BE DESIGNED TO RE515T THE PE510 WIND LOADS 5PEGIFIED IN TABLE R3012(2) I Z®I �L I I 6 I i �f®1RNIAT I ®I �L b. THE CONTRACTOR SHALL PROVIDE ALL 5HOR U I L� I I �6 I I F®R NIA T I ®I � HAVING JURI50IGTION. NO 5HORIN6 OR BRAGIN6 5HALL BE REMOVED UNTIL ALL NEW 5TRUGTURAL ELEMENTS ARE PROPERLY 5ET ADJU5TED FOR HE16K AND EXPOSURE PER TABLE R3012(3). UNITS SHALL BE TE5TED BY AN APPROVED INDEPENDENT MAPLE LANE, EAST MAR'JON, NY IN PLACE AND 5EGURED AND THE ACTUAL TRAN5FER OF LOAD A5 6RADUALLY OCCURRED. LABORATORY,AND BEAR A LABEL IDENTIFYIN6 MANUFACTURER,PERFORMANCE GHARAGTERI5TIG5 AND APPROVED IN5PEGTION A6ENGY TO INDICATE COMPLIANCE WITH THE REQUIREMENT5 OF AAIMAJNWWDA 101/1.52. 1. THE GONTRAGTOR 5HALL PROVIDE ALL 5GAFFOLDIN6,BARRIGADSS,ETC.A5 REQUIRED BY THE JOB GONDITION5 AND THE LOCAL BUILDING OCCUPANCY = U SEG: 35 ELK: 8 LOT: 3.2 ZONE: AUTHORITIES. 2. WINDOW AND 6LA55 DOOR A55EM5LIE5 5HALL BE ANCHORED IN ACCORDANCE WITH THE PU5LI5HE0 MANUFACTURER'5 GON5TRUGTION GLA55 = 5A 8. THE CONTRACTOR SHALL REMOVE AND RELOCATE ALL EQUIPMENT AND FURNISHING A5 REQUIRED BY JOB GONDITION5 AND A5 iRKOMMENDATI0N5 TO ACHIEVE THE DESIGN PRE5511RE SPECIFIED;. TABLE 503 LOT 51ZE = 15q.86' X 1211.02' (IRREC) 18,511.01 50. FT. 155U�D TO DDB DIRECTED BY THE ARCHITECT AND RECONNECT TO INSURE PROPER OPERATION. 3. OMIT 6-1x-13 MAX FLOOR AREA = 5,500 revi5lon: date: descriptlon: q. ALL PLUMBIN6,6A5 AND ELECTRICAL GONNEGTION5 TO BE REMOVED 5HALL BE 5AF ELY GAPPED BELOW THE FLOOR LEVEL. 4. IN HIGH WIND BORNE DEBRI5 AREAS WITHIN OPE MILE OF THE GOA5TAL MEAN HIGH WATER LINE,A5 DETERMINED BY THE LOCAL MAX STORY = I ITEM REQUIRED PROPOSED MUNIGIPALITY,THE CONTRACTOR SHALL R1RN154 WOOD 5TRUGTURAL PANELS WITH A MINIMUM THIGKNE%OF 7/I6'AND MAXIMUM MAX HEIGHT = 40' IA' 5PAN OF&'-O'FOR EACH WINDOW. PROVIDE 5TAINLE55 5TEFL GL.IP5 FOR WINDOW �IEY YS FASTENED IN ACCORDANCE WITH TABLE NEN BARN CONCRETE R3012.12 OF THE CODE. EACH PANEL 5HALL BE CLEARLY IDENTIFIED AND 5TORED ON 51TE. BUILDING AREA - 2,181.41 PER 5Q. NEN BUILDING FLOOR AREA _ 27x7.41 FOR I. FouNDATI 0N DE5I6N 15 BA5ED UPON 501L GLA55 5W,5P,5M,5G,6M A�JD 6G. 501L BEARIN6 VALUE A55UMED AT 2 TONS FRONT YARD 36.41' 6REEN PORT CRESCENT BEACH A550G I,�TI ON FT.SUB.EGT TO BUILDING INSPEGTOR5 APPROVAL. IN THE EVENT THAT THE EXCAVATION REVEAL5 501L OF LESSER GOMP051TION Tf,-0 X 36-4 = 2,781.41 5Q. FT. THE GONTRAGTOR 5HALL NOTIFY THE ARGHITEGT IMMEDIATELY PRIOR TO PROGEEDIN6 WITH THE WORK. 510E YARD - 42.34' REAR YARD - 38.14' 2. THE 501L DIRECTLY UNDERLYIN6 FOOTING,FOUNDATION PIERS,AND FOUNDATION WAL I-5 SHALL BE IN5PEGTED BY THE ARCHITECT T - IS'-I' OR EN61NEER AFTER EXCAVATION AND PRIOR TO GON5TRUGTION OF FOOTING. THE DEPT.OF BUILDIN65 5HALL BE NOTIFIED 3 WORKING DAYS PRIOR TO GON5TRUGTION OF FOOTING. A REPORT OF 5UGH IN5PEGTION DE5GRIBIN6 GONDITION5 FOUND 5HALL ARC H 0 u[-r=c-w BE FILED WITH THE DEPT.OF BUILDING BY THE ARCHITECT OR EN61NER MAKIN6 5UGH IN5PEGTION. 1602 lal;eland ave., Bohemia, ny 11716 3. ALL FOOTING 5HALL BE MINIMUM 12"DEEP WITH A MINIMUM b'PROJEGTION ON BOTH 51DE OF THE FOUNDATION WALL. 631- -4444 andrew5deleon4a oo.com 4. DIfffRENCE5 IN FOOTIN6 LEVEL5 ARE TO BE 5TEPPED UP OR DOWN AT A 30 DE6REE ANGLE. THE TOP OF THE FOOTIN6 SHALL BE INSTALLED LEVEL. THE BOTTOM OF FOOTING MAY BE 5LOPED PROVIDED THE SLOPE DOES NOT EXCEED A I FOOT VERTICAL TO ad drawn sheets ln5 t: 10 FOOT HORIZONTAL 5LOPE. '� PND i 4 A� 5. BOTTOM OF ALL EXTERIOR FOOTING SHALL BE MINIMUM OF 5-0'BELOW ADJOININ6 6RADE. =p� checked by: b. GROUND FLOOR SLABS SHALL BE 4'THICK CONCRETE REIPU=ORGED WITH bb-1010 WWM MLE55 OMPN15E NOTED,WITH Q� cc � ��, � * bk1 POLYETHYLENE VAPOR BARRIER. PROVIDE EXPAN51ON JOINT5 AT ALL WALL COLUMN BREAK5. N , date: 7. WOVEN WIRE MESH 5HALL BE GOLD DRAM AND HAVE A MIN.ULTIMATE TEN5ILE 5TREN6TH OF 10,000 P.5.1. Q' 05ED TO ACTION OF FREEZING HEATHER SHALL BE 9E516NED WITH ENTRAINED AIR ADDITIVES. S'T 0359 �� file: 8. CONCRETE EXP qTF 0 13-22 q. FOUNDATION WALL5 SHALL BE 13RAGED TOP AND BOTTOM PRIOR TO BAGKFILLIN6. TABLE 3.1 NAILIN6 5GHEDULE TABLE 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS TABLE 3.11 WALL 5HEATHIN6 ATTACHMENT REQUIREMENT5 FOR WIND LOADS JOINT DE5GRIPTION NUMBER OF NAIL5 NAIL 5PAGIN6 DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSF FA5TE5T MILE WIND 5PEED (MPH) ROOF FRAMING THREE SECOND GUST WIND SPEED (MPH) 110 MPH q0 I00 110 120 RAFTER To TOP PLATE(TOE-NAILED) (5EE TABLE 3.4A) PER RAFTER ROOF PITCH ROOF SPAN (FT) NUMBER OF 8D COMMON NAILS OR IOD 5TRUGTURE 5HEATHIN6 INC CEILING BOX NAILS IN EACH END OF 1-1/4" STRAP OR PANEL J015T TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) PER J015T 51DRIDGE TENSION STRAP (20 6A. X I I/4") 'S1MP50N'6520 - IN LIEU OF GEILIN6 J015T TO PARALLEL RAFTER(FACE-NAILED) (5EE TABLE 3AA) EACH LAP 12 2 E F E F E I FIE I F TEN51ON STRAP GAN U5E 2" X 4" COLLAR TIE AT EVERY RAFTER GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAILED) (SEE TABLE 3. EACH LAP 16 2 5HEATHIN6 LOCATION 5TUD 5PAGIN6 MAX. NAIL 5PAGIN6 FOR SD (COLLAR TIE MUST BE IN TOP 1/3 D15TANGE OF ROOF HEIGHT FROM COLLAR TIE TO RAFTER(FAGS-NAILED) (5EE TABLE 3bA) PER TIE BLOCKING TO RAFTER(TOE-NAILED) 2-aD EACH END 20 3 (IN. O.G.) COMMON NAILS (IN. O.GJ TOP OF RAFTER TO PLATE) b 12 fo 12 b 12 ib 12 RIM BOARD To RAFTER(END-NAILED) 2-160 EACH END 3:12 24 3 4' EDGE ZONE 6 12 6 12 6 12 6 12 PROVIDE MIN.I'SPADE 4 24 b 12 12 6 12 12 TO FIRST NAIL WALL FRAMING 32 6 6 4 12 6 12 6 12 6 12 6 12 wDGE UPL ET GONNEGTION5 LOA INTERIOR ZONE Ib 6 12 6 12 6 12 b 12 TOP PLATE To TOP PLATE(FACE-NAILED) 2-160 PER FOOT 36 5 b 12 b 12 6 12 6 12 TOP PLATE5 AT INTER5EGTION5(FACE-NAILED) 4-160 JOISTS EAGH SIDE 5TUD TO 5TUD(FACE-NAILED) 2-IGD 24"O.G. 12 2 LAP SIDING HEADER TO HEADER(FACE-NAILED) IGD Ib"O.G.ALONG EDGE5 16 2 SHEATHING 51ZE STUp 5PA IN6 MIN. NUVER,O gD COMMON STRIFIELD RAFTER 20 2 (IN. O.G. P R SUPPORT GUT TOP OR BOTTOM PLATE TO 5TUD(END-NAILED) 2-I6D PER 2x4 5TUD 4:12 24 3 X OR T 6 - 3 3 3 3 RAFTER TO TOP PLATE 3-I6D PER 2X6 STUD 28 3 DE51f�IN ACCORDANCE 4-IbD PER 2Xa 5TUD 32 4 E-NAIL 5PAGIN6 AT PANEL ED6E5(IN) WITH TABLE 3bA WGFM 2001 TO 5TUD DELON 36 4 F-NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN TW PANEL FIE.D5(IN)1 BOTTOM PLATE TO FLOOR JOIST,BAND J015T, BOJO15T OR BLOGKING(FACE-NAILED) 2-I6D PER FOOT 12 1 R1P6r: TO RAITr:R '5IMP5ON'G520 FLOOR FRAMING 16 2 5GALE:N.T5. (5EE DETAIL) 5:12 20 2 SIMPSON 5TRAP-r,520 J015T TO 51H,TOP PLATE OR GIRDER(TOE-NAILED) 4-8D PER J015T 24 2 ALL ITEMS ARE A5 PER 'S1MP501\1STRONG-TIE' BRIDGING TO J015T(TOE-NAILED) 2-aD EAGH END 28 3 COMPANY. ALL SPECIFIED FASTENERS MUST BE BLOGKIN6 TO J015T(TOE-NAILED) 2-aD EACH END 32 3 INSTALLED AS PER MANUFAGTURER'S REQUIREMENTS BLOGKIN6 TO 51H OR TOP PLATE(TOE-NAILED) 3-I60 EACH BLOCK 36 3 AND GUIDELINES. THIS 5GHEDULE TO BE GOORDINATED RAFTER LEDGER 5TRIP TO BEAM(FAGED-NAILED 3-I6D EACH J015T WITH THE LOAD PATH DIAGRAM ON THI5 DRAWING. J015T ON LEDGER TO BEAM(TOE-NAILED) 3-SD PER J015T 12 1 C BAND J015T TO J015T(END-NAILED) 3-I6D PER J015T 16 2 ALL NEW WALL GON5TRUGTION SHALL BE GAPABLE OF - BAND J015T TO 51L.L OR TOP PLATE(TOE-NAILED) 2-16D PER FOOT AGCOMMODATIN6 ALL LOADS IMPOSED AGGORDIN6 DOUBLE D0 20 2 SECTION 8301 OF THE RESIDENTIAL CODE OF NEW YORK TOP PLPTE ROOF SHEATHING 6:12 24 2 28 2 AND OF TRANSMITTING THE RESULTING LOADS TO THE STRUCTURAL PANELS SD (SEE TABLE 5.5) 32 3 SUPPORTIVE 5TRUGTURAL ELEMENTS. PROVIIDE AT 16°O.G.AROUND DIAGONAL BOARD SHEATHING 36 3 BU1LDUN6,GUT TO LENGTH IN FIELD 111X6"OR I"X a" 2-8D PER 5UPPORT 6ENERAL CONTRACTOR SHALL FOLLOW ALL THE 5TUD I"XIO"OR WIDER 3-80 PER SUPPORT 12 1 REOUIREI-ENT5 IN AGGORDANGE WITH THE FASTENER 16 2 5GHEDULE FOR STRUCTURAL MEMBERS TABLE R602.30U DESIGNED IN AGGORDANGE GEILIN6 5HEATHIN6 7:12-12:12 20 2 OF THE RESIDENTIAL CODE OF NEW YORK STATE AND WITH TABLE 3.aAWJM20o1 24 2 THESE DRAWINGS. 1/2" N HOOKED ANCHOR BOLT- TYPICAL PLYWOOD 5HEARWALL GYPSUM WALLBOARD 50 COOLERS 7 EDGE/10 FIELD 28 2 RAFTER TO 5TUD MIN.T EMBEDMENT IN CONCRETE SGALE:N.T.5. OR CONCRETE BLOCK -PROVIDE WALL SHEATHING 32 3 51MP50N 5TRAP-6520 3"X3"Xq/b4" 50. BEARING PLATE 5TUD TO RIM 36 3 STRUCTURAL PANELS SD (SEE TABLE 3.01) 5TRUGTURAL TABLE INFORMATION: AND WASHER AT EACH BOLT J015T TO 51LL FIBERBOARD PANELS FOR PROPOSED WORK ('51MP50N' LBP5 1/2) - ANCHOR l/Ib" bD 3"EDGE/6"FIELD BOLT5 TO BE 5PAGED A5 PER 25/32" 80 3"EDGE/6"FIELD ALL INFORMATION TAKEN FROM THE RESIDENTIAL GODE OF REQUIREMENT NOTED GYP5UM WALLBOARD 50 GOOLER5 T EDGE/ 10"FIELD NEW YORKLATEST EDITION IMP50N' G520 HARDBOARD 8D (5EETABLE 3A) TABLE 3.qA RAFTER/CEILING JOI5T HEEL JOINT CONECTION REQUIREMENTS , PROVIDE AT EA.STUD VOL. (5EE DETAIL) PARTICLEBOARD PANELS 8D (5EE TABLE 3.q) AROUND BUILDING DIAGONAL BOARD 5HEATHING DEAD LOAD A55UMPTION5: ROOF A55EMBLY OL = 10 P5F FLOOR JOISTS: cur To LENGTH IN FIELD SILL PLATE ANCHORAGE (SEE DETAIL) I"Xb"OR I11X8" 2-8D PER SUPPORT TABLE 8502.3.1(2) �� �� ROOF LIVE LOAD GROUIND SNOW LOAD SILL PLATE A5 I X 10 OR WIDER 3-8D PER SUPPORT 1. 20 PSF 30 PSF 1 50 PSF 1 70 P5F RE51DENTIAL LIVING AREA5, NOTED J_ 7" FLOOR 5HEATHIN6 ROOF SPAN (FT) LIVE LOAD 40 P.5.F.,DEAD LOAD 20 P.5.F. MINIMUM 51LL TO FOUNDATION 5TRUGTURAL PANEL5 12 24 36 12 24 36 12 24 36 12 24 36 �, EMBEDMENT I"OR LE55 SD b"EDGE/ 12"FIELD SPECIES $ ORADE: DOUGLAS FIR LARCH #2 OR BETTER STRAP LAPPED AROUND 51H I Tit. I1= GREATER THAN I" IOD 6"EDGE/b"FIELD RAFTER RAFTER REQUIRED NUMBER OF I6D COMMON OR 400 ON INSIDE d NAILED AT EDGE 11 DIAGONAL BOARD SHEATHING SLOPE SPACING BOX NAILS PER HEEL JOINT CONNECTION I I 111X6" OR I"XS" 2-aD PER SUPPORT GEILIN6 JOISTS: ,J I NTH TABLE IN ACCORDANCE I I .. J WITH TABLE 3.48 WGFM 2001 I I"XIO"OR WIDER 3-8D PER 5UPPORT 12 `� 7 10 4 8 12 6 11 17 8 15 22 16 5 5/�AWAOR��0 45"O.G.W/3"X 3"XY4 3:12 q 13 5 10 15 8 15 22 10 20 201 TABLE 8802.4(2) Iq.2 6 11 16 6 12 0 q 18 27 12 24 35 UNINHABITABLE ATTIG5 WITH LIMITED 5TORA6E, 24 7 13 la 8 15 23 11 22 33 15 201 44 LIVE LOAD 20 P.S.F.,DEAD LOAD 10 P.S.F. ABLE 3.2B BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) 12 3 5TUD TO SILL CONTINUOUS LOAD PATH 8 3 6 GI 5 11 13 6 1I 17 SPECIES ff GRADE: DOUGLAS FIR LARCH #2 OR BETTER 16 4 7 10 4 8 12 6 11 17 8 15 22 5GALE°Kra• N.T.S. RE5I5TINO LATERAL AND SHEAR LOADS FROM WIND-EXPOSURE B 4:12 Iq.2 4 5 12 5 q 14 7 14 20 q 18 27 SIMPSON5TRAP-6520 THREE SECOND 6U5T 24 5 RAFTERS: WIND SPEED (MPH) 110 MPH 10 15 6 12 I-1 q 17 25 I I 22 33 DRAWING IS DIAGR,4MMATIG ONLY AND IS NOT 12 3 TABLE R502.5.1(4) REFLECTIVE OF ACTUAL MEMBER 51ZE5 OR TYPE5. BOTTOM PLATE TO FOUNDATION 4 6 3 5 71 4 7 IO 5 q 14 FOR THI5 PARTICULAR PRO.IEGT 5EE FLOOR FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING (IN) 16 3 GEILIN6 NOT ATTACHED TO RAFTERS, ANCHOR BOLT CONNECTION RE515TIN6 6 8 3 6 qi 5 q 14 6 12 18 PLAN5 AND 5EGTION5. 5:12 Iq.2 4 -7 IO 4 8 III 6 I I I6 7 14 21 GROUND SNOW LOAD 50 P.S.F. OR LE55, Y2" ANCHOR BOLTS 1 24 4 g 12 5 q 14 7 14 20 q 18, 27 DEAD LOAD 10 P.5.F. LATERAL AND SHEAR LOADS 1-3 STORIES 12 3 3 5 3 4 5 3 5 0 4 7 10 5PEGIES 6RADE: DOUGLAS FIR LARCH #2 OR BETTER s/ " ANCHOR BOLTS 7:12 I6 3 4 6 3 5 71 4 7 IO 5 q13 45 Iq•2 3 5 7 3 6 PS 4 8 12 5 10 15 24 3 6 q 4 7 ICJ 5 10 15 7 15 Iq 12 3 3 4 3 3 4 3 4 6 3 5 8 16 3 3 5 3 4 5 3 5 8 4 7 10 01:12 Iq.2 3 4 6 3 4 & 3 6 q 4 8 12 TABLE 3.4B UPLIFT STRAP CONNECTION REG2UIREMENTS-EXPOSURE B 24 3 5 7 3 1 5 �3 4 8 II 1 5 10 15 (ROOF-TO-WALL, WALL-TO-WALL, $ (WALL-TO-FOUNDATION) 12 3 3 3 3 3 3 3 3 5 3 4 6 16 3 3 4 3 3 4 3 4 6 3 5 8 DEAD LOAD A55UMPTIONS: ROOF/GEILIN6 A55EM13LY DL = 15 PLF 12:12 Iq.2 3 3 4 3 3 5 3 5 7 3 6 q 24 3 4 5 3 4 6i 3 6 q 4 8 II THREE SECOND GUST WIND SPEED (MPH) 110 MPH _ FRAMING 5PAGIN6 (IN) ROOF SPAN (FT) NUMBER OF 8D GOMMON NAILS OR IOD BOX NAILS IN EACH END OF 1-1/4" X 20 6AGE STRAP TABLE 3.10 ROOF 5HEATHING ATTACHMENT REQUIREMENT5 FOR WIND LOADS 12 2 FASTEST MILE WIND 5PEED MPH 16 2 20 2 010 100 110 1 120 NAILIN 12 2`I- 2 G: 28 2 5TRUGTURE SHEATHING EDC-E5: 6" ON CENTER 32 3 OR PANEL SIDING FIELD: 12" ON CENTER 36 3 El F1 E I F I E I F I El F STPMRW 5HEATHIN6 LOCATION I RAFTER/TRU55 MAX. NAIL 5PAGIN6 FOR 8D ,� 12 2 5PAGIN6 IN. O.G. COMMON NAILS (IN. O.G.) NAILING IN 5HADED AREAS 16 2 (4 FEET WIDE FROM WALL EDGE OR " enrw 1 20 2 4' PERI METER 2 a ray TO 16 24 3 EDGE ZONE RIDGE NOT INGLUDIN6 OVERHANGS): > EDGES ON FIELD: b" ON CENTER AND ° 28 3 12 6 12 6 12 6 12 6 12 " - OVERHAN65 2-W CDKV+ MU 6'°L• 32 3 INTERIOR ZONE 16 6 I 6 12 6 I2 �,,HX4-s j HOW D" 36 4 6-1a-13 155UED TO DOB G T TR 6 6 6 6 6 4 NAILING FOR WALL SHEATHING: revl5ion: date: de5cri tion: BOARD 5HEATHING :.: ::.. EDGE5: 6" ON CENTER p 5HEATHIN6 51ZE 5TUD' 5PAGIN6 MIN. NUMBER OF BD COMMON ' FIELD (IN. O.GJ NAILS PER SUPPORT . I N CENTER TABLE 5.4A RAFfER/6EILIN3 JO15T TO TOP PLATE LATERALIX6 OR IXS 5HEATHIN6 12-101.2 2 2 2 2 `` ' ,i;.. .,h NEN I,, (PRESGRIPTI TERNATI IO TABLE 3.4) IXIO OR L R6ER 5HEATHIN6 12-lq.2 3 3 3 3 `-' '6 wear 1`� Y Y � N PORT C� FOR E-NAIL 5PAGIN6 AT PANEL E IATE61E5 nru � AIN C R AN I O T G ✓G�NT BEACH F-NAIL 5PAGIN6 AT INTERNWIATE SUPPORTS IN'fHE PANEL FIEDS(IN) A550G I ATI ON FASTEST MILE WIND 5PEED(MPI-U qo 100 110 120 ANCHOR TIE DOWN SYSTEM RAFTER/CEILING WALL HEI N 43ER OF 8D COMMON NAILSKH JOIST SPACING (FT) (TOE-NAILED) RECUIRID IN EACH _ A(IN) RAFTER AND OR GEILIN6 J015T TO TOP PLATE C.ON,BGTION 1602 lakeland ave., Bohemia, ny 11716 12 8-IO 2 2 2 3 SHEATH INC ATTAGHMENT D I AC RAM 631-588-4444 andrew5deleon4 ahoo.Gom 8 2 3 3 3 NOT TO SCALE I6 l0 2 3 3 3 ,�ERED Aq raven by: sheets in�t: 8 3 4 4 5 � �Q0% K. y, checked by: 24 10 3 4 4 5 � G � bkh �. � date: N� X3599 QQ OF N file: 15-22 I m I r I ► I I I RYW LL C®MFUTATION5 PAVING AREA = S,g58.12 50. FT. ROOF AREA = 3.028.01 50. FT. I I gbb.lg 50. FT. r I I I I I S,g5&.12 X .17" RAINFALL = 1,522.88 U. FT. RAINFALL GAPAGITY OF 10'-0 X 3'-0" DIA. ORYNELL= 205.3 GU. FT. U5E (2) 12'-0 x 8'-0" PREGA5T DRYHELL5 FOR PAVING 3,058.07 X .11 RAINFALL - 51q.bl U. FT. RAINFALL GAPAGITY OF 12'-0 X 8'-O" DIA. DRYWELL= 424 GU. FT. U5E (2) 12'-0 x b'-O" PREGA5T DRYNELL5 IN FRONT FOR ROOF 518.87 GU. FT < 848 GU. FT ok oZ EQ ®®®®®® CAST DRYWELI ®®®®®® RECAST DRYWELL m I I I I I I 00000000 Ell- 0❑ in :; ®®®®®®®® "x' ❑❑❑❑❑❑❑❑ 12" GRAVEL ,(`5' ❑❑❑==❑❑❑ 12" GRAVEL 000 ® 000 001] ®®®®®® ®®®®®®® 0 1:10 0 1010 ❑❑❑❑❑❑❑❑ u I ❑❑❑❑❑❑❑❑ r— A ❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑ 0 A-2 00000000 00❑0❑❑0❑ L176:4, 1I6-10 �� 12"-0" DIA. 12'-0" DIA. �RYN LL � fiA I L5 DR'eN LL SETA I L5 N.T.S. N.T.S. m ' 12" P. GONG HAUNCH W 2 #5 REBAR F• �� I I GI OINT4INUOIUS RID6ELVL VEN INC; — — — — — 4 P. GONG. 5LAB r I I I 6 X 6 1010 WwM I I STRAPPING 6 MIL VAPOR BARRIER 4" CRUSHED STONE I I 2 X 10 R.R. 16" O.G. cn I I I I I I ASPHALT 5HIN6LE5 A5 SELECTED 15#FELT " 5HEATHIN6 12 2 X 6 COLLAR TIES 32" O.G. ICE SHIELD (2'-0" MIN.) 6 2 5TRAPPIN6 ATTIG r I I I I I 12" VENTED SOFFIT ALUMINUM FASCIA BD 6UTTER 6 LEADER =� DROP FOUNDATION (TYP) m PITCH PITGH 2 X 4 5TUD5 ® I6" O.G. Y8 n' 'X' GYP. BD. 2 X 10 G.J. @ lb" O.G. i - I VINYL SIDING Y8" TYPE 'X' 6YP. BD. R&D IN5UL = TYVEK BAY BAY ' f PLYWOOD f I STRAPPING .ii I I I I I HAUNCH SLAB AT _ (2) 2 X 4 P.T. <t PITCH PITCH 6ARA6E DOOR(TYP) m TERMITE SHIELD L SILL INSULATION Ya"ANGHOR BOLTS 31"O.G. - BASE PLATE o 4 P. GONG. SLAB P. GONG. HAUNCH1"d m o 6 MI6 IDI0 NIAIMPOR BARRIER _O� W/2 # 5 REBAR 10" P. GONG. FOUNDATION _7 ON 12" X 24" P. GONG. 4" CRUSHED STONE FOOTING W/2 # 5 REBAR m I I I I I I 5ECTI ®N A-A < SCALE: 1/4" = 1'-0" 6-1a-13 155UED TO DOB 1 revision: date: description: r NEW E3ARN FOR 2 ANCHOR BOLTS PER GREEN PORT GRE5GENT BELCH A550G I ATI ON DOOR i - - - - - - - - - - - - -1- L - - - - - - - - - - - - J I ARC� C� H�(�C� I� lak land ... ..• 1602 e. Bohemian II116 f I r r y 631-588-4444 andrew5deleonl© ahoo.com 5I E R E D q drawn by: sheets in set. ooN K qo ad � ti ti FOUNDATION PLAN *Q'�Q? 9�`= checked by: SCALE: 1/4" = 1'-0" r1 x -VERIFY BUILDING SETBACKS PRIOR TO EXCAVATION. REPORT TO ARCHITECT ' �'�� N� `'�«M- � * date: -VERIFY 501L GONDITION5 PRIOR TO FORMING FOUNDATION. REPORT TO AR(HITEGT \10 1 � 9�16`�35993 �- NEW file: 13-22 dl,Z _ --------------- °m I I � I I o ( ) 2X9, I iF 51MP50N HOLD DOWN (TVP) - DWG A4 I NEW EXTERIOR PARTITION - 2 X 6 5TUD5 @ I6" O.G. BAY #11 m � �- -�� W/ %" EXTERIOR SHEATHING, TYVEK, 3/8" RI61D INSUL., Q VINYL 5IDING R-Iq BATF IN5UL. W/ %8" GYP. BD. 1z 24" X 48" PULL OFFI�iE DOWN STAIR W/ I NEW 2 X 4 5TU05 @ 16' O.G. W/ %8" TYPE 'X' GYP. BD. — — J DOUBLE FRAMING BOTH 5IDE5 o _ I I 51N6LE POLE 5WITGH W/DIMMER F I j EXTERIOR LIGHT FIXTURE SHALL BE IN AGGORDANGE WITH THE BUILDING OFFIGIAL. FIXTURE SHALL BE I 5HIELDED 50 DIRECT GLARE DOE5 NOT PROJEGT BAY #I2 BAY #ID I i BEYOND THE PROPERTY LINE. � i I INTERIOR ELEGTRIGAL TO BE DE51GN-13UILD BY GONTRAGTOR/ I DE516N PROFE5510NAL. REPORT TO ARGHITEGT - - - - J L - - - - - o I I I I BAY #13 ; BAY #q I I p i I _ - A I A I I I o BAY #14 n BAY #8 o I'-o" 1 x O = I I — — — — — 2 X 10 @ 16" O.G. /2 X 10 @ 16" O.G. ROOF RAFTERS ROOF RAFTERS BAY #15 BAY #7 I 1 I I I I J - - I I I I J f - I L----- -- – --- – --JI HAUNGH 5LAB AT o p m GARAGE DOOR (TYP) o BAY #I6 BAY #b I � I ROOF PLAN - Q) 5GALE: 10" = 1'-0" — — — — — — — GONNEGT LEADERS TO DRYWELL F I 4 I BAY #11 BAY #5 I 2 X 10 ® 16" O.G. / 2 X IO m Ib" O.G. — — — — — J GEILING J015T5 GEILING J015T5 o I_ I o BAY #18 BAY #4 Q - m 0 — — — 1 o I BAY #Iq `m 3.. BAY #3 in cp 444 - - - - - J — - - - - - m 0 BAY #20 BAY I � � 6-1a-13 155UED TO DOB 0 revi5lon: date: description: (2) 2Xb � F - - - - NEW BARN o P05T(TVP) I FOR x GREEN PORT GRESGENT BEAGH A550GIATION i � N J BAY #21 BAY 1 L 0 1602 lakeland ave., Bohemia, ny 11716 631-�88-4444 andrew5deleonlc� ahOO.Gom 1 7ma .�ERE�qq drawn by: sheets in 5 t: 4'-2" 10'-0" 8'-0" 10'-0" 4'-2" ��5 ON K. c / ad5 36'-4° ��mP�o� ;� checked by: AZEK DECORATIVE BARN bkh DOOR A5 5ELEGTED NOV - 7 2013 N� _c'.,�;.� a date: 6-II-13 5GALE: 1/4" = 1'-0" F N E file: 15-22 ALUMINUM FASGIA BD 4'-0 DIA. FRONT LI6HT5 DEGORATIVE GABLE ❑ BRAND, GENIE HOUSE VENT MODEL 153 SERIES SIDING VINYL 12 # 15311-V6 DOUBLE 5" MAIN 8 STREET LIGHT GREY FRONT LI6HT5 : BRAND, GENIE HOUSE MODEL 153 SERIES - # 15311-V6 GUTTER � LEADER — — 8" AZEK TRIM 6" AZEK DOOR TRIM = AZEK DECORATIVE DOOR FRONT L \/AT I®Nl SGAILE: 1/4" = 1'-0" 30 YEAR ARGHITEGTUAL TAMPKO GREY BLEND 5" VINYL 51DING A5 SELEGTED GUTTER 4 LEADER - 8" AZEK TRIM J 1 E 1 E ■ El1 ■ ❑ E ❑ ❑El � ❑ ❑ ❑ E ] E ❑ ❑ ❑ ❑ ❑ ❑ E ED ❑ ■ ❑ E ❑--j �j 6 AZEKDOORTRIM E110EDE01 . ❑ ❑ � ❑ ❑ ❑ D El F 0 ❑ ❑ OF7 IFFE0E STEEL ROLL UP ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0F ] 1E ] ❑ ❑ D 000 DOOR 0EJ EEEE FEE FE EEu ❑ D U000 ❑ ❑ ❑ D ❑ E 11 — ❑ ❑ ❑ 000 " 000E 1 LIGHTS ON SIDE ❑ ELEVATION: RAB BRAND ,RPAD WALL PAK 10 WATT — — — — — — — 51r;E ELEVATION 6FG OUTLE SCALE: 1/4" = 1'-0" ALUMINUM FASGIA BD 4'-0 DIA. DEGORATIVE GABLE ❑ VENT MOTION LIGHT RAB BRAND ,RPAD HALL SIDING VINYL 12 PAK 10 HATT DOUBLE 5" MAIN g STREET L16HT GREY FRONT LIGHTS - Q-13 ISSUED TO DOB BRAND, GENIE HOUSE MODEL 153 SERIES revision: date: description: _ # 15311-V6 — — — — — NE Y BARN GUTTER t LEADER FOR GREEN PORT GRESGENT BEAGH A550GIATION 8" AZEK TRIM = STEEL DOOR W/1RIM LTl1V�'16L02lJlokolond�ave.,LJBohemia, ny 11-116 631-588-4444 andrew5deleonl® ohoo.Gom drawn by: sheets 1n set: SOON K y90 ad 5 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — P checked by: t c --Ibkh REARELEVATION Nov -7 20,3 ��, � ''��,�'��' � � date: SGALE: 1/4" = I'-0" 9� 0 5993 6-11-13 F. 4- NEW 0 file: 13-22 meq/ s.R 2s N R�qO � Q FEB 19 2014 N � N 56029' 10" E 759.86' SET -- ------------- STOCKADE FENCE ---- X STAKESET ---------- -------- STAKE 1G5.7` 105.40 / 104.70 104.60 104.55 104.90 4.85 � � O 105.1 N X 103.95 X 104.35 X 104.55 X 103.95 11)5.75 104.75 tu X � I Q 0 I Q I = J W -' X 105.30 I X 104.85 XX 104.65 104.65 X 104.50 w 1i, Q I 104.50 X s 4 O 0. � o o Q 3 � W z o � Z \ m J X 105.`15 � \\ Lu 105.35 \\ X 104.25 104.00 X X = C \ X 104.15 104.10 0 105 80 105.00 0 II O 104.50 V) I � Z MONUMENT FOUND I MONUMENT FOUND X i05.60 NAIL SET CONCRETE 05.60 "., 105.60 c 56029` 1O"4.6;A, X 104.20 47.08' X 103.94 CURB a7 V .7 Y Y 104.20 10555,,.,... 104.60 EASEMENT AREA (PER MAP O 1 CONCRETE CURB 10; ASPHAL T ORI VEWA Y rCRE,CENT --------------- -110.81TRCE � OMAP)6F BEACH CONDOMINIUM 1 W LAND NOW OR FORMERLY KAVANAGH I O O I MONUMENT FOUND I NOTE: ELEVATIONS SHOWN ARE RELATIVE. DATUM ASSUMED. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO STRf'-'URES AND ANY OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS . ISSUING OF A NEW TITLE POLICY OR REDATING OF AN EXISTING OF RECORD, IF ANY, NOT SHOWN ARE NOT CERTIFIEDFI i'- POLICY RfFFRENONG THIS SURVEY WITHOUT BENEFIT OF AN UPDATE ,"' X ` OF THIS SURLFY DY THOMAS MATARAZZO, LAND SURVEYOR SHALL fFRMIN'A TF ANY,;ABILITY EXPRESSED OR IMPLIED HEREON. UNAUTHORIZED ALTERAPON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION - 7209 OF THE NEW YORK STATE EDUCATION LAW I - COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR THOMAS MATARAZZO EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY I CERTiFICAT 7N5 NDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF' TO THE TITLE COMPANY, GOVERNMENTAL LAND A AID GSI /O�/L�VOp AGENCY ANL'LENDING'NSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE L/`1NY SU `V C / R � [' LENDING INSTITU'ION. CERRFICATIONS ARE NOT TRANSFERABLE TO ADDIDONAL NSTITUTIDNS OR SUBSEQUENT OWNERS. 32 SEQUOIA WAY, HOLBROOK, NY 11741 SCALE: 1"= 20' 2013 FAX/PHONE 1-631-472-0968 SURVEY OF. DESCRIBED PROPERTY CERTIFIED TO: C.O. SURVEY FILED MAP: PREPARED FOR: CRESCENT BEACH CONDOMINIUM TITLE NO.: LOCATED AT. EAST MARION, TOWN OF SOUTHOLD DATE: JANUARY 4, 2013 SUFFOLK COUNTY, NEW YORK DATE. DECEMBER 20, 13 ELEVATIONS ADDED TAX DESIG.: DIST 1000; SEC 35; BLK. 8; LOT 3.2 8Y. mm VIII PW Omi 011111 P' '� � IIII IIID VIII 'd•UI� �m m A% m l asuat�asati F9 :, µ „ C3 Reliuurn rrecell g F su ro u (IF1nd rsaauumenit UFrac�blred) C m TOW Postage&Fens �mrm ••, ^,yA ff Pm �rh✓$r r.�� r Pk m 9 j ■ Complete items 1,2,and 3.Also complete A. Signature Item 4 If Restricted Delivery Is desired. ❑Agent • Print your name and address on the Reverse XQ Addrojoso so that we can tot the cardto you. B. Received by(Printed Name) [G.Date of Delivery ■ attach Ill oar�J to Iclt of the mailplece, or on the front,It space Ped°rRNlts„ 1. Article Addressed to: D.Is delivery address different from Item 1? Yes Imo. If YES,enter delivery address below., ❑No Metro Management Development, Inc. 42-25 21st Street LongAsland City, NY 11101 ' - 3, Service Type ,(Certlfled Mall- Q PrIolity,Mall Ear - ❑Registered, RalurnReceipt for Merchanidfts ❑Insured Mail 0 Collector Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2- Article Number 7014 1200 0001 6743 6695 Omnsfecfrom"Woo Ps Form 3811,July 2013 Domesita Return Receipt