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HomeMy WebLinkAboutTR-8977 Michael J. Domino,President QF SO!/j�o Town Hall Annex John M. Bredemeyer III,Vice-President ,`O �� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G @ Telephone(631) 765-1892 Greg Williams �'0 �� Fax(631) 765-6641 COUNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 11, 2019 Michael Puglise 31 Jay Road Centereach, NY 11720 RE: GEORGE ROCKLEIN 875 CALVES NECK ROAD, SOUTHOLD SCTM#: 1000-63-7-31.1 Dear Mr. Puglise: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 11, 2019. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8977 for the as-built 2'10"x6'5" outdoor shower, 5'x25' concrete pad for generator and air-conditioning units; and the as-built 14'x23'5" bluestone patio north of dwelling; and as depicted on the site plan prepared by Todd O'Connell, AIA, received on November 25, 2019, and stamped approved on December 11, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office.- This ffice:This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Amu;td Michael J. Domino President, Board of Trustees MJD/dd I Michael J.Domino, President sorry Town Hall Annex John M. Bredemeyer III,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski N G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 �y�OUfdTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1665C Date: December 11, 2019 THIS CERTIFIES that the construction of a 174sq.ft. addition to the seaward side of the existing 1 & 1%2 story dwelling with attached garage; construct a 1 264sq.ft. second story addition over existing first story and first story addition; construct a 41 sq ft front portico; and to install a 115sq ft concrete platform and steps to grade off of dwelling; as-built 2'10"x6'5"outdoor shower, 5'x25' concrete pad for generator and air-conditioning units; and the as-built 14'x23'5"bluestone patio north of dwelling; with the condition to install gutters to leaders to dr wells; At 875 Calves Neck Road, Southold Suffolk County Tax Map#1000-63-7-31.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 4, 2017 pursuant to which Trustees Wetland Permit#8977 Dated March 22, 2017,was issued and Amended on December 11,2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 174sq.ft. addition to the seaward side of the existing 1 & 1%2 story dwelling with attached garage; construct a 1 264sq.ft. second story addition over existing first story and first story addition-,construct a 41sg ft front ortico• and to install a 115sq ft. concrete platform and steps to grade off of dwelling; as-built 2'10"x6'5"outdoor shower, 5'x25' concrete pad for generator and air-conditioning units; and the as-built 14'x23'5"bluestone patio north of dwelling; with the condition to install gutters to leaders to dUEells. The certificate is issued to George Rocklein owner of the aforesaid property. Authorized Signature LEGEND GENERAL NOTES - - - EXIST. CONSTRUCTION TO BE I. ALL HABITABLE ROOMS AND REMOVED CORRIDORS SHALL BE SUPPLIED WITH EXIST. CONSTRUCTION TO BE REMAIN- INTERWIRED FIRE/SMOKE AND CARBON5� MONOXIDE DETECTORS WITH BATTERY Tu°° O,corvr EtL PATCH AND REPAIR TO NEW H. a r w i r e CONDITION AS REQUIRED BACKUP AS PER NFPA 72 AND N.Y.5. 1 NEW INTERIOR PARTITION WALLS BUILDING GODS SEG. R313 TODD O'CONNELL,AIR CON5TRUGTION-2"X4" WOOD STUDS @ 16" 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE 1200Veterans Memorial Highway 0.0 WITH I/2" GYP. BD. ON BOTH (SEE WITH THE LATEST EDITION OF THE N.E.G. Suite 120 SPECIFICATION AND NOTES) Hauppauge,NY 11788 3. FINISH FLOOR ELEVATION TO MATCH EXISTING. VERIFY AND P(631)650-6666 NEW EXTERIOR WALLS CONSTRUCTION -2 COORDINATE FINISH FLOOR MATERIAL F(631)650-6667, X 4 WOOD STUDS � 16 O.G. PROVIDE R-13 KRAFT-FACED BATT yl/ OWNER. C(516)658-0325 INSULATION AND 1/2" INTERIOR GYP. 4. ALL CONDITIONS AND DIMENSIONS ; ;: t" ` BD. (SEE SPECIFICATION AND NOTES) TO BE VERIFIED IN FIELD BY THE AND 1/2" EXTERIOR PLYWOOD GENERAL CONTRACTOR AND REPORT SHEATHING, AIR INFILTRATION ANY DISCREPANCIES TO ARCHITECT BARRIER AND SIDING AS SHOWN ON PRIOR TO START OR CONTINUATION r. By ELEVATIONS. PROVIDE 1/2" RIGID OF WORK APPRDVED B i INSULATION BOARD BEHIND SIDING. 5. AS PER N.Y.S. CODE SEG. R510 EACH HABITABLE ROOM SHALL HAVE _` r BOARD OF RUSTEES PLUMBING CHASE WALLS CONSTRUCTED OF 2X6 WOOD STUDS AT LEAST ONE OPERABLE WINDOW TOWN OF SOUTHOLD © 16" 0.0 WITH I/2" MOISTURE FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 50. RESISTANT GYP. BD. OR GEMENT BD. FT. (GRADE FLOOR OPENINGS SHALL DA DiCFjNt . l l ?OI 4 ON BATHROOM SIDE OF STUD HAVE A MINIMUM CLEAR OPENING OF ""�• -~"'yf ` NEW CONSTRUCTION TO MATCH 5.0 5Q. FT.). THE MIN. HT. OF ;, EXISITNG- VERIFY IN FIELD OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND' THE BOTTOM --�- OF OPENINGS NO HIGHER THAN 3'-8" A.F.F. m ® HOLD DOWN AS NOTED- SEE DETAIL 5/A.5 6. ALL NEW DOOR $ WIINDOW HEADS N , TO BE MOUNTED AT 6-8" A F.F UNLESS 23'-6" ® 80 CFM FAN TO EXTERIOR OTHERWISE NOTED- r tgov 2 1, I 7. ALL NET/ TILE AREAS IN Q v N ® 4x4 POST UNLESS OTHERWISE NOTED BATHROOM/KITCHEN SHALL RECEIVE �` J Y2" GEMENT BD. AND A ALL OTHER " BEAM OR GIRDER AS NOTED ON PLAN O __i_-' AREAS IN BATHROOM SHALL RECEIVE ®- POST FROM ABOVE SITTING ON BEAM Y2" MOISTURE RESISTANT GYP. BD. v z 21 HIGH PLANTER 8. ALL WOOD P0575 SHALL BE BUILT HARD UP WITH (2) 2X4 NAILED TOGETHER W/ ,� z�N \ OO BACK-UP ED SMOKE DETECTOR W/ BATTERY i LU Lu 5 3-II ►n IOd NAILS @ 8 O.G. UNLE55 OTHERWISE o HARD W I RED CARBON MONOXIDE DETECTOR NOTED *N o d 1WO-x zU W/ BATTERY BACK-UP MIN 12" A.F.F. AS 1. NO GALV. NAILS OR CONNECTORS IN v o o m o�3 F o H PATIO PER SECT. 1225.2 NYS CODE AGO. LUMBER ARE PERMITTED. ALL m F Q o W } CONNECTORS AND FASTENERS FOR ACO ;;~ o Q Z� m LUMBER MUST BE STAINLESS STEEL O � MOW- R m w DENOTES EGRESS WINDOW HOT DIPPED GALVANIZED 0-185. o 3 W T W o Y A-x= nNm v DEMOLITION NOTES: }„J z z 0=,7 �o d LIE 3q--t/4' BE ACO10. ALL PORCH FRAMING TO o�J Q Q�°�o°= W O QR Z Q a� 3a_y4 1. REMOVE PARTITIONS SHOWN TO BE 11. ALL NEW WINDOWS AND EXTERIOR Q w 2 60 o U o-1 o 0 COMPOSITE REMOVED AS NOTED ON DWGS.- SHORE AS DOORS IN NEW ADDITIONS SHALL M w°x 3°�0 m DECKING _O -71_41 24'-5/8" REQ'D AT LOAD BEARING PARTITIONS RECEIVE (2) 2X10 HE?�DERS-UNLE55 -0.v°3 W~N OVER GRAVEL. 33'-35/8" 2. CONTRACTOR SHALL BE CAREFUL AS TO OTHERWISE NOTED MTA IL �w-ww SHOWER DRAIN � STEP 3 5 12. ALL INTERIOR DOORS SHALL W w N CONNECTED TO 6'-5" " 8'-2%4" 12'-3 3-II /8 12-lo/8 3-l0 15-II NOT DAMAGE EXISTING CONSTRUCTION THAT -o = N REMAIN AND SHALL REPAIR ANY OF THESE RECEIVE (2) 2X8 HEADERS- UNLESS EXISTING O , DAMAGES AS REQU'RED. OTHERWISE NOTED N o o o o o DRYWELL puto O IN 10 m � (2)I5/WD dV4"LV EXISTIN6 (2)2"xl0" (2)2"x10" z�N 0,� , � z m HA F WAL �' 5 R ( MIN. MIN. 13. ALL FRAMING SHALL COMPLY WITH o°- 3 I - - - (2)I�/q"xl IYe"LVL MIN. 5. CONTRACTOR SHALL RE-ROUTE RELOCATE OR THE 2001 WOOD FRAME GONSTRUGTI ON a- COORDINATE ALL FINISH Q 2 w Q 3_01 FWGI2ob8 EXIS7IN6 EXISTING REMOVE (AS REQ D) ALL EXISTING ELECTRICAL, MANUAL. w:u?Q w Q z W T _ +6 J tV 4'W WD O _ MATERIALS WITH CLIENT PLUMBING AND HEATING LINES THAT INTERFERE P P Q Q m o a o S p ipz �} p WALLS AND WINDOWS TO z P05T z O PRIOR TO CONSTRUCTION- " u�- 6 v = �, 1 EXISTING 1 _ WITH NEW CONSTRUCTION. 14. ALL STEEL POSTS SHALL BE 3 1/2 6 -1 - BE REMOVED AS 0 O x z FLOOR, CEILING, WALLS, ETC. O CLOSET N DIAM. SGHED. 40 PIPE COLUMNS IL O= INDICATED ON PLANS. ?4 O w m p \ x PATCH WALL, FLOOR, AND 2¢xba z m uXj N UNLESS OTHERWISE NOTED. }� 4 GEILIN6 A5 REQUIRED. iv - Q BLOCK SOLID UNDER 15. ALL ENGINEERED LAMINATED 6'-�5/8, •xp cv ® 2 2 xl Q w � -4 WALL ABOVE p ALL NOTED EXISTING WOOD BEAMS SHALL BE �Z D ry � WIOx33 FLUSHED STEEL BEAM _ m z [�����St����l� MANUFACTURED BY GEORGIA-PACIFIC r °® 3 Y2" STEEL H O Q VERIFIED IN FIELD. ALL AND SHALL BE INSTALLED AS PER O " p/Z STRUCTURE SHALL BE N ROOM 3 Y2" STEEL EW WOOD J. ® 16 O.G. EXISTING U BEDROOM BATHROOM O PIPE COLUMN ++ i► �. -► O DISCREPANCIES SHOULD BE 4'-O" PIPE COLUMN STAIRS. G OSE _ O U wLL BROUGHT TO THE ARCHITECTS MANUFACTURE'S WRITTEN ® FLOAT CEILING AS REQUIRED I 4 �0 x IO O ATTENTION IMMEDIATELY. INSTRUCTIONS AND SPECIFICATIONS. _ TO ACCOMMODATE FOR NEW N- �2 1 g/"x q y4" LVL FLUSHED r0 x- =.�1 x z = FLUSHED STEEL BEAM. - - x No -.� O z m DINING EXISTING STAIRS J z N - 16. WHERE RAFTERS AND JOISTS v w O I- ROOM x To BE REMOVED. p ,l o m " X_ FRAME INTO OTHER WOOD BEAMS, p a � ,_ �� 4 xb WD N 4x6 WD w� J 0 p ATGH AND FILL 'J 26x6° m ^ 1 S REQUIRED. 3 1U w POST _ POST PROVIDE 12 GAGE GALVANIZED w 0 V REMOVE EXISTING KITCHEN ry z „ EXISTING STAIRS TO BE STEEL JOIST HANGERS AND STRAPS u _ REMOVED. PATCH AND AND WHERE WOOD BEAMS FRAME INTO ~ O CABINETS,APPLIANCES, AND z �, �r J x x (2)I 5/411X q q LVL WITH (1) PLUMBING FIXTURES. PATCH F-A q w iv W S/ xa FLITCH PLATE FLUS _ FILL A5 REQUIRED. Lu v Z HM - WALL, FLOOR, AND GEILIN6 AS x ® � m FAMILY ROOM _ = OTHER WOOD BEAMS, PROVIDE 7 _O p ® REQUIRED. GAP ANY EXISTIN6 ��I - _ \ GAGE GALVANIZED STEEL SADDLE B-LABEL - 2 xb m v m 4 UNUSED PLUMBING LINE. < m G oSET34 CLOSET LAUNDRY ROOM NOTE: TYPE HANGER BOLTED THROUGH NEW FLOORING TO zL I cv in -FLOOR DRAIN TO BE 2"xl0" F.J. ® Ib" O.G. ty-V s - O -i INSTALLED IN LAUNDRY ROOM BEAMS- ALL HANGERS, STRAPS, x ALIGN WITH EXISTING P ,� (2)I /4 x 41,4 LVL FLUSHED z v ANCHORS, ETC. SHALL BE cV ADJACENT PROPERTIES x�1 = 1-�2T2 xl0 = O l4 -VENT DRYER TO EXTERIOR z z AS REQUIRED PER MANUF. SPEC. MANUFACTURED BY SIIMP50N STRONG O W -�z = X - N -INSTALL PAN UNDER WASHER TIE. N O m = ? v w w N ® 4 x AS PER MANUF. SPEC. Q tL w STAIRS 4 GUARD NOTE: 17. ALL ENGINEERED LUMBER TO BE R Q RAISE ... _ O �-- (3)I 3/q"X q Y4" LVL � PROVIDE s/e" TYPE "X" IO w Q FLOOR O= I Ip WITH (2) /q"xq" (TO COMPLY WITH R511 4 8312) GLADDED AND SEAL AS REQUIRED TO civ m 1 BLOCK SOLID UNDER WALLS AND DOORS Q < 5YP5UM WALL BOARD \ z I X- OL FLITCH PLATE -1 O PROTECT AGAINST THE WEATHER m0 O p ON WALLS AND CEILING ` <� 1 (2)1 3/q"x II N ® I Ip FLUSHED z WW `��} �u HALL ABOVE TO BE REMOVED AS �� 0 w 4 xb WD 7 s w> INDICATED ON -STAIRWAYS SHALL NOT BE LESS THAN 36 ENVIRONMENT it m (2)I '/"x 11 Y"" LVL DROPPED P05T DROPPED I I, I 4 G osET+ � � p = LANS. PATCH WALL, IN CLEAR WIDTH ABOVE THE PERMITTED 18. ALL NEW WINDOWS AND DOORS ARE - _ _ - - - - - - O w O $ z BEDROOM OIF RIL -_ - - - _ - - - - - ^- - _- I_ z�p Q Q Q �r_ FLOOR, AND GEILIN6 HANDRAIL HEIGHT AND BELOW THE REQUIRED TO BE ANDERSEN 400 SERIES OR _ O AS REQUIRED. A GARAGE 20x6$ 119 Q w 1L � O� O A HEADROOM HEIGHT EQUAL- COORDINATE WITH OWNER ON 2 I f�"x Ib" LVL UPTURNED _ I =� u O X p I w _ STYLE- MODEL NUMBERS ARE v I I= O O O O DESIGNATED ON PLAN- INSTALL NEW PLUMBING FIXTURES X !- z_z z NOTE: -MINIMUM HEADROOM HEIGHT TO BE 6 -8 O KITCHEN cn REF. x- _ - ACCORDING TO MANUFACTURE - AND FINISHES AS ® o° OC �- �- IU O HARDWIRED SMOKELU m �' 1 cv Q Q `n 0 z x z DETEGTOR5 TO BESPEGIFIGATIONS Q a SELECTED BY OWNER. _ w w x- �- _ - -MAX RISER SHALL NOT EXCEED 5Y4" ^ ® 2 xb 4 xb Vo m w O n PROVIDED IN ALL Idi. ALL ANCHORS STRAPPING AND 1--1 ° LAND 7 - - 2 2 x 1 0 lit ( N p 3'-6" 3'-6" (2)I 5/411X 'I yg11 P05T (3)I s/a">L,q " J�FLUSHED_ FLUSHED X N BEDROOMS AS PER CODE. a CONNECTORS AND HARDWARE TO BE Z _O oti- , 8 z LVL FLUSHED EX15TINO XI5TIN6 EX15TIN6 w -MIN TREAD SHALL NOT BE LESS THAN q 51MP50N STRONG TIE OR AN APPROVED LO o ,� FOYERVAULTED s TEMPERE2 REMOVE EX15TINO PLUMBING (2)2"xlo" -STAIR PROFILE: NOSIN05 SHALL NOT BE MANUFACTURE AND TO BE INSTALLED AS - n, 2'x10" F.J. ® Ib" O.G. x m 4 z (2)I/q AlYa LVL MIN. PER MANUFACTURE WRITTEN BLOCK SOLID UNDER z O GEILIN6 4"x6" WD CLASS FIXTURES AS INDICATED ON MIN. LESS THAN 3/4" NOR MORE THAN V4" POST (2)2 xl0 PLANS. PATCH WALL, FLOOR, INSTRUCTIONS- UNLESS OTHERWISE tu NEW OVERHEAD DOOR TO BE I ��� ���� MIN. AND CEILING A5 REQUIRED. -HANDRAILS SHALL BE PROVIDED ON AT NOTED- VERIFY SIZE OF ALL REQUIRED �/ Z REPLACED IN KIND OR A5 I I GAP ANY EXISTING UNUSED STRAPPING IN FIELD PRIOR TO x PLUMBING LINE. LEAST ONE SIDE OF EACH STAIRWAY WITH SLI SELECTED BY OWNER. a CONSTRUCTION- U.O.N. '' II �� m NOTE: TWO OR MORE RISERS. TOP OF HANDRAIL �- UA ul Q NJ ; 12'-85/8" 8'-4" II'-5" 400 SERIES ANDERSEN �� SHALL NOT BE LESS THAN 34 AND NOT 20. ALL STEEL BEAMS GIRDERS n� Z s(3)WDH3o32 (2)I�/q"x�tl'q"LVL (� 33-�5 WINDOWS OR AS MORE THAN 38". ALL REQUIRED HANDRAILS HEADERS TO HAVE 3 1/2" DIAM. 5GHED. NEW KITCHEN CABINETS, (2)I/q xN'q LVL MIN. Q /8 SELECTED BY OWNER. 40 PIPE COLUMNS 9 EACH END UNLESS PLUMBING FIXTURES, _ = 4'-2"- -4'-2" = m L16HT t VENT GALL. FOR SHALL BE CONTINUOUS TO THE FULL LENGHT OTHERN15E NOTED- SIZE POST GAPS A5 APPLIANCES, AND FINISHES AS _ O DINING ROOM KITCHEN OF THE STAIRS FROM DIRECTLY ABOVE THEZ LU x NOTE: REQU I RED L SELECTED BY OWNER. ;n cxv 8-4 v FLOOR AREA= saa S.F. TOP RISER OF A FLIGHT TO A POINT N DOUBLE ALL JOISTS UNDER PORTICO -. &LASS AREA= "12 S.F. 21. ALL STEEL BEAMS/GIRDERS EXPOSED cv PARALLEL PARTITIONS DIRECTLY ABOVE THE LOWEST RISER OF THELU �1'-113/4" ABOVE TO EXTERIOR TO BE GALVANIZED, ZING O VENT AREA= 40 S.F. 15_115 LI&HT= I2.o2� FLIGHT. ENDS SHALL BE RETURNED OR SHALL /8 VENT= 6.65% TERMINATE IN NEWEL POSTS OR SAFETY COATED, PAINTED AND/OR GLAD AND TERMINALS. HANDRAILS ADJACENT TO A WALL SEALED AS REQUIRED TO PROTECT 4"X4" ACO POST W/ SHALL HAVE A SPACE OF NOT LESS THAN V2" AGAINST THE WEATHER ENVIRONMENT 0 O 7'-loy2° FYPON COLUMN BETWEEN THE WALL AND THE HANDRAIL. 22. ALL ELECTRIC TO REMAIN AND NEW CONCRETE ENCLOSURE AS PLATFORM AND STEPS SELECTED BY OWNER. HANDRAILSSHALL NOT PROJECT MORE THAN MODIFIED TO ACCOMMODATE NEW IO 3 WITH STONE FINISH AS 4Y2 ON EITHER SIDE OF THE STAIRWAY. CONSTRUCTION. NEW ELECTRIC TO BE SELECTED FI OWNER. INSTALL IN NEW ADDITION. FINAL p -6UARD5/RAILIN6S ARE REQUIRED FOR ANY ELECTRIC TO BE DETERMINE IN THE FIELD I PLAN I SURFACE 30" ABOVE FLOOR OR GRADE. 23. ALL PLUMBING TO REMAIN AND p 1X I fi�'ST FLOOR PLAN MODIFIED TO ACCOMMODATE NEW � � m rj -GUARDS/RAILINGS SHALL NOT HAVE A GAP CONSTRUCTION. NEW PLUMBING TO BE i u1 O SCALE: 1/4" = 1'-O" OF PASSAGE OF MORE THAN 4" INSTALL IN NEW ADDITION. FINAL z PLUMBING TO BE DETERMINE IN THE FIELD T 4 z ILI GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FOUNDATION WATERPROOFING ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR INSTALL TWO LAYERS OF TOWELED ON INSTALLED AS PER SECTION Rg05.2 -JOINTS, PENETRATIONS, AND ALL CONSTRUCTION, AIA DOCUMENT-201 ZONING INFORMATION o - 4/8-1 SHALL APPLY. THE CONTRACTOR FIBERGLASS MASTIC. (FED. SPEC. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE Q SHALL OBTAIN CERTIFICATE OF 5.5.G. 153 TYPE-1) MEMBRANE TO BE CODE ALL SLOPED ROOF SHINGLES BUILDIN55 ENVELOPE THAT ARE TOWN 01= 50UTHOLD OCCUPANCY. SUBSTITUTIONS SHOULD CONTINUOUS FROM TOP OF SHALL BE GAF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE SECTION: 63 BLOCK: -t LOT(5): 31.1 EX15TINO LOT SIZE: 25188 SOFT. .,Tu�ici'o icor uE"i� NOT BE MADE WITHOUT WRITTEN FOUNDATION AND EXTEND TO LAP ROOF SHINGLES OR APPROVED SEALED. .T� c, M 3 r F c 7 EE c.. AUTHORIZATION BY THE ARCHITECT. EDGE OF FOOTING. EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG ZONE: RES-40 REQUIRED EXISTINS PROPOSED PROPOSED LOT SIZE: 55020 SQ.FT. y NOV 2 2019 c OVER I5# ASPHALT FELT WITH RATED AND INSTALLED WITH NO LOT AREA 40,000 SOFT. 35,021 SQ.FT. NO CHAN9E ? THE PREMISES SHALL BE KEPT FIRE BLOCKING GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC FRONTASE 150 FT. 1-75 FT. NO CHANGE 4 ' TOO O'CONNELL,ACA REASONABLY GLEAN AT ALL TIMES. FIRE BLOCKING SHALL BE PROVIDED, BARRIER APPLIES AT EAVES RATED INSTALLED INSIDE AN FRONT YARD 50 FT. 91.6 FT. 66.11' THIS IS AN ARCHITECTS PLOT PLAN AND I . AT THE COMPLETION OF WORK, THEI5 SUBJECT TO VERIFICATION BY A 1200Veterans Memorial Highway AS PER SECTION 8502.13 OF THE VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY REAR YARD 50 FT. 15.771 FT. '16.51 LICENSED SURVEYOR. INFORMATION g CONTRACTOR SHALL REMOVE ALL RESIDENTIAL CODE OF NEW YORK CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM SIDE YARD (MIN) 15 FT. 33.1 FT. No CHANGE OBTAINED FROM SURVEY PREPARED BY: " Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, STATE, TO GUT OFF ALL CONGEALED FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 5" SIDE YARD (AC76) 35 FT. 100.3 FT. NO CHANGE WILLIAM R. SIMMONS III L.S.P.G Hauppauge,NY 71788 ETC., GLEAN GLASS AND LEAVE WORK DRAFT OPENINGS (BOTH VERTICAL WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION BUILDING HEIGHT 35 FT. 20.68 FT. 31.33 FT. SURVEY DATE: NOVEMBER 4,2015 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE AND HORIZONTAL). ROOFING 15 TO BE APPLIED IN STRICT LOT COVERA6e 20 % 5.6 % 65 % EXISTING HOUSE: 23CI8 SOFT. q F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL PROVIDE FIRE BLOCKING IN ACCORDANCE WITH THE VAPOR RETARDER: PROPOSED ADDITION: 1437 SQ.FT. � CJ.G.-r.M.#: IODO_�3_-x_31 .1 C(5?fi)�,5$_0325 CARRY WORKMAN'S COMPENSATION „ AND GENERAL LIABILITY INSURANCE. CONGEALED SPACES OF STUD WALLS MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER TOY `N GREE< AND PARTITIONS, INCLUDING FURRED CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED �" �✓ w ,w ELEVATIONS BASED UPON NAVD ALL SHALL COMPLY WITH STATE AND SPACES AT THE CEILING AND FLOOR SAMPLES OF THE SHINGLES FOR CEILINGS WALLS AND FLOORS. I"i5 LOCAL CODES AND ORDINANCES. THE (1155), USG 4 GS DATUM __ CONTRACTOR SHOULD FULLY LEVELS. CONGEALED HORIZONTAL OWNERS APPROVAL, PRIOR TO "t'3 _ 2 GUARANTEE HIS WORK AND THE WORK FURRED SPACES SHALL AL50 BE FIRE INSTALLATION. MATERIALS IDENTIFICATION: _S"i _2'16 BLOCKED AT INTERVALS NOT -MATERIALS AND EQUIPMENT MUST BE OF HIS SUBGONTRAGTOR5 FORA 2 --- 4 EXCEEDING 10 FEET. INSULATION INSTALLED IN ACCORDANCE WITH THE ------ _ PERIOD OF ONE YEAR AFTER ------ -------- PLUMBING SHALL BE INSULATED WITH FOIL INSTRUCTIONS. 4 --_. --_ - ----- ALL EXTERIOR WALL5 AND ROOFS MANUFACTURER'S INSTALLATION I _____ COMPLETION OF THE PRO.JEGT UNLESS I _ _ ---- OTHERWISE SPECIFIED. ALL WORKOONTRACTOR ------ SUPPLY A D SANT ARY SYSTEM A5 NATER Y JOHN(MANVILLE OR APPROVEDION IDEN71F EID SO THAT THE COMPLIANCE MINIMUM DESIGN DEAD LOADS AS PER A5CE -i-05 __ "- ------ ----- FACED LOAD Bt ---- I- __ ACCORDANCE WITH GOOD BUILDING _ --------,_,_-- SHALL BE PERFORMED � e _ � PRACTICES. THE CONTRACTOR SHALL INDICATED. PROVIDE HOT AND GOLD EQUAL FOIL TO BE PLACED TOWARD GAN BE DETERMINED. _ _-- SHUT-OFF VALVES AT ALL FIXTURES. WARM SIDE. PROVIDE 11/2 RIGID -MANUFACTURER MANUALS FOR ALL COMPONENT EL. 6.4 __.. -- __ -- ��NI INDEMNIFY AND HOLD HARMLESS THE ALL WATER PIPING TO HAVE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING (psP) 101 -___ __ -- _- -_ --- --_ ` ►., �� OWNER, ARCHITECT, AND "HEIR I GLEANOUT5 AT ALL CHANGES OF FOUNDATION WALL5 FROM FOOTING EQUIPMENT AND SERVICE WATER G E I L I N G S _ AGENTS AND EMPLOYEES FROM AND �: 1 �_ �"�----- �� ---�"� ��-"---- -----� -12 Ck<�,. AGAINST ALL CLAIMS DAMAGES DIRECTION AND AT BASE OF TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE GYPSUM BOARD (1/2-inJ -1.0 - ___ -- - _ - __ _ --- _ 14 ` VERTICAL WASTES. USE 4" CAST IRON OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. --- - - LOSES AND EXPENSES, INCLUDING 14 _ THROUGH FOUNDATION WALL PITCHED BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING GYPSUM BOARD (5/8-inJ a.o -I---------- ATTORNEYS FEES ARISING OUT OF OR MIN. I/8" PER FOOT. TRAP/WASTE FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY __ RESULTING FROM THE PERFORMANCE SUSPENDED STEEL CHANNEL SYSTEM 2.0 16� � __ _-� EL. 17.1 © 16 m SIZES FOR FIXTURES SHALL BE AS MARKED ON THE BUILDING PLANS OR 6 t6 ----'--- - OF THE WORK PROVIDED THAT ANY G o V E R I N G S ROOF, AND WALL TOP OF BANK DAMAGE LOSS OR FOLLOWS: GLASS WINDOWS AND DOORS SPEGIFIGATIONS. 'sl�- I SUCH CLAIM, DISH WASHER 1 1/2" TO BE INSTALLED AS PER SECTION S' _ I 1g Cry EXPENSE (A) IS ATTRIBUTABLE TO ASPHALT SHINGLES 2.0 ____ ______ _-- KITCHEN SINK 1 1/2" R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: �` BODILY INJURY, SICKNESS, DISEASE GYPSUM SHEATHING, I/2-1n. 2.0 PROPOSED t� _ QArlo---- LAVATORY 1 1/4" N.Y.S. ALL GLA55 15 TO BE INSULATED -SUPPLY DUCT5 IN UNCONDITIONED OUTDOOR ? i ,ri I- # OR DEATH OR TO INJURY TO OR p 5FfOWER I� SHOWER 2" LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLYWOOD (per 1/2-In.) I.6 I P i AREA or- DESTRUCTION F m DESTRUCTION OF TANGIBLE PROPERTY TOILET 511 GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. RIGID INSULATION, 1/2-1n. 0.75 - EL. 16."1 TO eXISTI� / � eXGAYATIN6 TO � (OTHER THAN THE WORK ITSELF ALL SYSTEMS TO HAVE ONE 3" MAIN INSTALL GLASS UNTIL PROPER -RETURN DUGT5 IN UNCONDITIONED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 DRYWELL. I 1 ALLOW FOR I � J INCLUDING THE LOSS OR USE VENT STACK INCREASED TO 4" CLEARANCES ARE PROVIDED.'ALL ATTICS OR OUTSIDE THE BUILDING I PROPOSED WORK RESULTING THERE FROM). (B) IS THROUGH THE ROOF. PROVIDE FROST SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. BITUMINOUS, SMOOTH SURFACE 15 I PROPOSEDOO // STEP 1x.45 I p CAUSED IN WHOLE OR IN PART BY ANY _ -SUPPLY DUCTS IN UNCONDITIONED WATERPROOFING MEMBRANE I ADDITIO Q 54.4 FROOF HOSE BIBS AS INDICATED ON AND/OR WINDOWS A5 REQUIRED BY Q / I r, _ H r NEGLIGENT ACT OR OMISSION OF THE FLANS WITH EASILY ACCESSIBLE CODE, SHALL BE INSULATED 5PAGE5 MUST BE INSULATED TO R-8. FLOORS AND FLOOR F I N I SHE 5 I s4� CONTRACTOR, ANY SUBCONTRACTOR, DRAIN DRAIN-GOOKS. THE WATER TEMPERED GLA55. ALL GLA55 DOORS -RETURN DUGT5 IN UNCONDITIONED I / r p I Ll I ° Q w o ANYONE DIRECTLY OR INDIRECTLY S CERAMIC OR QUARRY TILE (5/4-in.) PROP ` J m 'Q� v u EMPLOYED BY ANY OF THEM, OR SYSTEM SHALL COMPLY TO THE STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. ON I/2-in. MORTAR BED I7DITio I STORY FRAME HOUSE Q o 0 0 0 ANYONE FOR WHOSE ACT5 ANY OF C, " AND GARAGE _{li THEM MAY BE LIABLE REGARDLESS APPLICABLE COUNTY DEPARTMENT OF MANUFACTURES SPEGIFIGATIONS. ALL -INSULATION I5 NOT REQUIRED ON HARDWOOD FLOORING, -T/-1-in. 4.0 } / �+ HEALTH STANDARDS AND WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 68.00 PAD F.F.EL.: 21.6 m 0 v= OF WHETHER OR NOT IT 15 CAUSED IN LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 Q REGULATIONS. APPROVAL OF ALL SEALED AS PER 2015 IEGG / I N~ PART BY A PARTY INDEMNIFIED SUBFLOORING, 3/4-in. 5.0 WELL PIT / 33'1 I ►`�~ Q 0 i o=m m PLUMBING MUST BE OBTAINED FROM REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: HEREUNDER. ALL MATERIALS, C� 20 m F° u ASSEMBLIES, AND METHOD OF APPROPRIATE LOCAL AUTHORITIES PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND FLOORS, WOOD JOIST (no plaster) 12-In. 16-In. // TPROPOSED ° EL. 20.1 - - � o j EL. 199 ��''�� Q- aG�a°zoo W PRIOR TO CONGEALMENT. PRIOR TO WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY JOIST SIZES (in.) O.G. O.G. i / ADDITION _ I I __ o Z J v w w aL CONSTRUCTION INCLUDING BUT NOT ORDERING CONTRACTOR SHALL SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, LIMITED TO FORM-WORK, 2x6 6 5 I / W / / 3 a N °w° S O BLOCK-WORK FRAMING NAILING SUPPLY GUTS OF FIXTURES FOR TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), / I 11500 = Qo m OWNERS APPROVAL. IN THE EVENT PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR 2x8 6 6 / ,Wy / ;S.T.�BALLON o z-Qw0 PLACING OF CONCRETE, ETC. ARE TO THAT THE OWNER CHANGES THE HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE 15 NOT 16� / / 1 9"2 Q 9~6.Q ~F Z!° BE CAREFULLY 5UPERVI5E:D BY THE 2x10 7 6 I / / ° 1 I Q 0 w F o`�o } CONTRACTOR SHALL CREDIT THE I5 TO BE FREE OF SCRATCHES AND PERMITTED. / w w o z '�'o o Q o m GONTRAGTOR TO BE SURE THEY ARE 2x12 5 / AB ON EXISTING 1 z w a�z 'L OWNER FOR THE FULL IMPERFECTIONS AND GUARANTEED BY EXCEPTION: GONTINUOU5LY WELDED I / IG SYSTEM 1 TEST o°`�'o w Q�of v IN ACCORDANCE WITH THE DRAWINGS, SUBGONTRAGTORS COST FOR THE THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL FRAME P A R T I T 1 ONS I // / �? �' HOLE I IftMu f zuo-1 SPECIFICATIONS, APPLICABLE CODES CHANGED UNIT. NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 I / ��_, ? LU Cj E=m w°W_13z--7v AND GOOD PRACTICE. DEVIATIONS WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 / 1 i wNw TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" w. / 1 v v w O w v w m FROM THE DRAWINGS AND g FRAME WALLS I / I / / EXISTING STEEL 1 @ o> =o° Q 0 H'VAG OTHERWISE. (500 PA.) 1 � I m w �'� w�N ui SPECIFICATIONS WILL NOT' BE SYSTEM TO BE DESIGNED BY OTHERS. -DUGT5 SHALL BE SUPPORTED EVERY EXTERIOR STUD WALLS: // l / GOVM _ EL. 20.2 PERMITTED WITHOUT WRITTEN PROVIDE PROPER SUPPLY TO ALL 10 FEET OR IN ACCORDANCE WITH THE AUTHORIZATION OF THE ARGHITEGT. 2x4 ® I6-In., 5/8-in. GYPSUM, 0(L / I 0/ _ ROOMS $ CONFORM WITH ALL STATE MANUFACTURERS INSTRUCTIONS. 11.0 N 1 0/ 3v o � INSULATED, 3/8-In. 51MINO / / �p I I ��75~ z N THE CONTRACTOR SHALL BE - 1.01 3 1a-Q w lK RESPONSIBLE FOR THE 51-IOP AND LOCAL CODES. PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR 0 / / o/ 1 °Qx Q THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A 2x6 ® 16-in., 5/e-In. GYPSUM, / t ( ' ' ` 3 '�° DRAWIN05 WHICH MAY BE NEEDED. /�0 / EL. 20.0 W i / - t �a Q m o o f o 0 Q ALL DIMENSIONS AND CONDITIONS CONVENIENCE OF THE PAINTING VAPOR RETARDER. INSULATED, 3/5-in. SIDING �i �1 Z / / CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE / .l ARE TO BE FIELD VERIFIED. EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 / W W FRAMING AND ROUGH CARPENTRY INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. / I ?5dl I- CONTRACTOR TO REMOVE: S REQUIRED FOR VARIOUS SURFAGE5. IT -THE HVAC SYSTEM MUST PROVIDE A WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLA571ER. FOR 20 O O L.P. 1 O v k) v [Q JOISTS RAFTERS AND STUDS SHALL d 1 / RELOCATE AS REQUIRED ALL IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND PLASTER ADD 5 Ib/ftp FOR EACH FACE PLASTERED. VALUES / _.% I� EXISTING WORK WHICH INTERFERES BE CONSTRUCTION GRADE DOUGLAS GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A lo'mxl3' dJ FIR-SOUTH SELECT STRUCTURAL. ALL SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. m 0 / `� DEEP to WITH NEW CONSTRUCTION. COMPLETE FINISH. ALL PAINTED CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. T u11 to / I / i m , Z WOOD SILLS AND WOOD IN CONTACTtn WITH MASONRY SHALL BE ACQ. ALL SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: 2016 EGG OF NEW YORK STATE: Z Z / \��-12.;84 I0 O SITE WORK EXTERIOR SHEATHING SHALL BE 1/2 IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE I / /� 2.s8 k EX. 1 F- STAKEOUT IS TO BE PERFORMED BY A GDX DOUGLAS FIR PLYWOOD. ACCEPTABLE. ONE THERMOSTAT CAPABLE OF BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN / / I -'� I p LICENSED SURVEYOR. STAKING AND INTERIOR WOOD 5URFAGES-APPLY TO AUTOMATICALLY ADJUSTING THE �i I ` 1 z0 H SUB-FLOORS TO BE 3/4 GDX THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE LAYOUT ARE TO ESTABLISH ALL LINES P-YWOOD EXTERIOR SHEATHING TO LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF BUILDING. EL. 21.3 � EL. 21 5 � v tu AND BENGHMARK5. VERIFY ALL GIVEN 260.0 _ 50.00 _ // _ _ _ _ 125_ _ _ _ EL. 21.5 BE COVERED WITH "TYVEK" HOUSE DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. � � _ p DATA ON DRAWINGS. IN CASE OF ONE GOAT WOOD FILLER OR STAIN N74021'20"A d 1-15.0 J o WRAP OR APPROVED EQUAL. BLOCK 8402.2.4: ATTIC, OR CRAWL SPACE ACCESS - 5HA�LL BE W DISCREPANCY, RECEIVE AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: IT STUD WALL5 AT I/2 STORY HEIGHTS WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO EL. 21.3 EL. 20.3 p CLARIFICATION FROM ARCHITECT AND AT ALL UNSUPPORTED EDGES OF EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE THE INSULATION ON THE SURROUNDING SURFACES. v Z PRIOR TO PROCEEDING. EXCAVATE PLYWOOD. PROVIDE SOLID BLOCKING POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. O AND BACK FILL FOR WORK INDICATED AND DIAGONAL BRACING OF FLOOR GYPSUM BOARD- MINIMUM ONE GOAT 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE Gl�� s 1� GfG ROAD ON DRAWINGS. STOCKPILE: TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: z JOISTS AT 8' O.G. MAXIMUM AND CONSTRUCTED TO LIMIT AIR LEAKAGE TO <_ 3 AIR GRANGES PER OBTAINED FROM STRIPPING DRIVEWAY SOLID BLOCKING UNDER ALL EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED HOUR. O AND BUILDING SITE. STOCKPILE ALL UNSUPPORTED EDGES OF PLYWOOD. GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBUSTABLE CL. 21.6 � 4 dl EXCAVATED MATERIAL. N;.W AND EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLOT PLAN CL. 21.3 GL. 20.6 > V Z T- ALL GAP PLATES TO BE DOUBLED R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING W O O EXISTING BACK FILL MATERIAL AND AND NAILED BOTTOM GAP PLATED TO ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH iL 0 Z TOPSOIL ARE TO BE FREE: OF WEEDS, GOATS EXTERIOR ENAMEL. WITH A 5OURCE OR COMBUSTION AIR, SCALE: 1" = 20'-0" END OF STUDS. LAP GAP PLATES AT THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY � TREE ROOTS, ROOKS AND DEBRIS. CORNERS. WHERE FLUSH FRAMING ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INTALLATION ALL SURPLUS MATERIAL THAT 15 OCCURS, QUALITY PITTSBURGH, FRA77 CONSTRUCTION PROVISIONS OF THE NOTE: O USE MIN. 16GA SHEET METAL COMPONENTS AND VERIFY COMPLIANCE. N J015T HANGERS BY TECO OR LAMBERT, DUTCH BOY. GABOT5, BUILDING CODE OF NEW YORK STATE, COMPONENT AIR BARRIER CRITERIA INSULATION CRITERIA Q UNSUITABLE FOR BACK FILL MATERIAL FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PRESUMPTIVE LOAD to n- tT p SHALL BE REMOVED FROM THE SITE. APPROVED EQUAL. ALL CORNERS TO MCKLUSKY5, OR APPROVED EQUAL. THE RESIDENTIAL GODS OF NEW YORK 8402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE CEILING / ATTIC ALIGNED WITH ALIGNED WITH AIR BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 2000 LB5 O O O PROTECT ALL TREES WITHIN EIGHT BE MINIMUM 3/2X4 STUDS. HEADERS CONTRACTOR IS TO PROVIDE STATE OR THE NEW YORK CITY TESTED AND VERIFIED AS HAVING < 5 ACH50 IN CZ4A, 5, AGA. INSULATION BARRIER PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT FEET OF THE BUILDING. PROPER SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE AS APPLICABLE. - WALLS JUNCTION OF FOUNDATION CAVITIES WITHINIF 5-IALL BE MINIMUM 2/2X6 UNLESS TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 501L MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE FOR APPROVALS MUST BE OBTAINED NOTED ON PLANS. MINIMUM BEARING FOR ARCHITECT'S AND/OR OWNERS AND SILL PLATE TO BE CORNERS AND HEADERS ALTERNATIVE FOOTING AND FOUNDATION WALL DESIGN - W BEFORE COVERING ANY EXCAVATED FOR STUDS, JOISTS AND BEAMS SHALL APPROVAL. SERVICE WATER HEATING: 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING SEALED. OF FRAME WALLS SHALL 0� WORK. -WATER HEATERS WITH VERTICAL JUNCTION OF TOP PLATE BE FULLY INSULATED BE 3 1/2". USE DOUBLE JACK STUDS FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARIE. AND EXTERIOR WALLS TO WITH MATERIAL HAVING GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP FOR HEADERS OVER FIVE FEET IN EXCEPTION: DIRECT VENT APPLIANCES WITH E30TH INTAKE AND BE SEALED MIN. R-3 PER INCH TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES CONCRETE INSTALLED AS PER SECTION 8702.3.2. ON BOTH THE INLET AND THE OUTLET LENGTH. EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE NO CONCRETE OR MASONRY WORK THROUGH R702.5.6 OF THE UNLESS THE WATER HEATER HAS AN RIM JOIST RIM JOIST SHALL INCLUDE RIM JOIST SHALL BE INSULATION THICKNESS IN INCHES BY PIPE SIZES SHALL BE DONE DURING INTERNATIONAL RE5IDENTIAL CODE. INTEGRAL HEAT TRAP OR 15 PART OF THE: AIR BARRIER INSULATED l 1 TEMPERATURES OF 40 DEGREES F. NOTE: ALL NON-ENGINEERED LUMBER 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS V TO BE DOUGLAS FIR #2 OR BETTER GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. BOXES SHALL BE SEALED. FLOORS (INCLUDING AIR BARRIER INSTALLED MAINTAIN PERMANENT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" AND FALLING. NO CONCRETE SHALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER ABOVE GARAGES 4 AT ANY EXPOSED EDGE CONTACT WITH THE O BE PLACED ON FROZEN SURFACES. NO GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. R403.5.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO GANTILEVERD FLOORS) OF INSULATION UNDERSIDE OF SUBFLOOR 170-180 O.5 I.O I.5 2.0 _ 0 ADDITIVES SHALL BE ALLOWED AND 1/2" ON CEILINGS UNLESS DETERMINE AIR LEAKAGE. CRAWL SPACE WALLS EXPOSED EARTH IN INSULATION SHALL BE 140-160 0.5 0.5 1.0 1.5 n� WITHOUT WRITTEN PERMISSION OF THE OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: EXCEPTION: DUCT LEAKAGE TEST 15 NOT REOUIRED WHERE (APPLIES ONLY TO UNVENTED CRAWL PERMANENTLY ATTACHED 100-130 0.5 0.5 0.5 1.0 1� ARGHITEGT ALL CONCRETE IS TO BE J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN UNVENTED CRAWL SPACES TO BE COVERED TO CRAWL SPACE < Z MIN. 3,500 P.S.I. AT 28 DAYS 4 4,000 AND EDGE5 SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. THE BUILDING THERMAL ENVELOPE. SPACE) WITH A GLASS I VAPOR WALLS. IF NOT PROVIDED P51 FOR GARAGE SLAB. PROVIDE ALL RECEIVE THREE GOATS OF JOINT RETARDER IN FLOOR SLEEVES AND FOUNDATION VENTS AS COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING T?�BLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR SHAFTS / DUCT SHAFTS, UTILITY REQUIRED BY NYS CODE. UNLESS BETWEEN GOATS. FINAL GOAT TO BE INSULATION: PENETRATIONS PENETRATIONS, AND FLUE L PLENUMS INDICATED, ALL FOUNDATION SANDED SMOOTH. METAL CORNER -HVAC, PIPING CONVEYING FLUIDS SHAFTS OPENING TO PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE Z O ° UNCONDITIONED SPACE TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2`125" TO 4" FOOTINGS ARE TO BE A MIN. 8" DEEP BEAD TO BE USED ON ALL OUTSIDE ABOVE 105 F OR CHILLED FLUIDS 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING PROJECTING 6" ON EACH SIDE OF THE CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO TO BE SEALED HEATING SYSTEMS FLUIDS )105°F OR <55°F, INSULATE TO R-3 MIN. ''II '' OPENINGS. THE LEVELS IN TABLE 2. GARAGE SEPARATION AIR 5EAL BETWEEN (\ z�-U I- FOUNDATION WALL. PROVIDE TWO #4 LOW PRESSURE/TEMPERATURE 201-250 I.O I.5 I.5 2.0 +-� GARAGE AND DEFORMED BARS CONTINUOUS IN THE 8403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE CONDITIONED 5PAGE LOW TEMPERATURE 120-200 O.5 I.O I.O I.5 L > O FOOTING. ALL 4 THICK CONCRETE ELECTRICAL PROVIDED WITH VENTILATION THAT MEE75 THE REQUIREMENTS OF STEAM CONDENSATE V, SLABS TO HAVE 6X6 10/10 WELDED ALL WORK SHALL COMPLY WITH THE NOTES: IRC/IMG. RECESSED LIGHTING SEALED TO THE AIR TIGHT AND IG NATIONAL ELECTRICAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO DRYWALL RATED (FEED WATER) ANY 1.0 1.0 1.5 2.0 WIRE REINFORCING. ANCHOR BOLTS IN THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER COOLING SYSTEMS O � q) STATE, LOCAL AND UTILITY COMPANY THE START OF WORK. n \ / 0 CONCRETE SHALL BE HOOKED 5/8" X � THAN HVAC REGISTER REGISTER BOOTS THAT 11._. -SIL 12" AT MAX. 5' 0.0. PROVIDE BITUMEN CODES AND REGULATIONS. ALL 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) BOOTS PENETRATE THERMAL CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 EXPANSION JOINTS BETWEEN SLABS CIRCUITS SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED *GFA = CONDITIONED FLOOR AREA ENVELOPE TO BE AND BRINE 120-200 0.5 1.0 1.0 1.5 O 1V POWER WIRING SHALL BE MINIMUM 14 W 1 TH ROD 4 SHELF ALL LINEN SEALED To 5UBFLOOR AND FOUNDATION WALLS. AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 OR DRYWALL +n�- r z BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON OL (),j) FLOOR UNLESS OTHERWISE INDICATED. LOADS CALCULATED PER ALGA MANUEL J. GLIMATIG AND OEOORAFHIG DESIGN CRITERIA �p ALL SWITCHED TO BE LOCATED 36" 3, DOOR TRIM AND BASE MOLDING R404.1: LIGHTING - A MINIMUM OF 75% OF PERMANENTLY TAE3LE R501.2(I) INTERNATIONAL RESIDENTIAL CODE ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING INSTALLED FIXTURES MUST HAVE HIGH-EFFICANGY !LAMPS. OTHERWISE INDICATED. SUPPLY WIND DESIGN SUBJECT TO DAMAGE p IX LOW-VOLTAGE LIGHTING EXEMPT FROM dJ � W RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND GROUND SPEED d TOPOG SPECIAL WIND SEISMIC O M FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER SNOW (MPH) RAPHIG WIND BORN DESIGN > WEATHERING FROST LINE TERMITEr- WINTER ICE FLOOD AIR MEAN U1 � Z � LOAD EFFECTS REGION 1 DEBRI5 CATEGORY Z AND INSTALLED BY CONTRACTOR k ZONE °' f a DEPTH DESIGN BARRIER HAZARDS � FREEZING ANNUAL 1 d' � TEMP Q REQUIRED h INDEX TEMP Q I Iz IIYY.. r z_ 5. FINISHES TO BE SUPPLIED 20 130vu1t NO NO I MILE a BOF 3 FT MOD TO FEMA W BY OWNER FROM SEVERE SFC, HEAVY SEE YES FLOOD 5q4 51 GOBS BELOW MAP O Q V PANEL# 110 LEGEND GENERAL NOTES R-15 BATT INSULATION — — — EXIST. CONSTRUCTION TO BE I. ALL HABITABLE ROOMS AND g 2x4 STUDS, a 1611 O.G. REMOVED CORRIDORS SHALL BE SUPPLIED WITH I/2" GDX PLYWOOD SHEATHING EXIST. INTERNIRED FIRE/SMOKE AND CARBON EXIST. CONSTRUCTION TO BE REMAIN- ,T O D D a'C O N N E C L TYVEK HOUSE WRAP EE DETAIL 2/A-5 FOR PATCH AND REPAIR TO NEW MONOXIDE DETECTORS WITH BATTERY 1,AIRCHITECT a. C.. STRAP DETAIL CONDITION AS REQUIRED BACKUP AS PER NFPA '72 AND N.Y.S. 1/2" POLYSTYRENE RI610 INSULATION COVER 1 BUILDING CODE SEG. 8513 NEW INTERIOR PARTITION WALLS 2. ALL ELECTRIC WORK SHALL BE TQt3[ ,C3�i'VL 'RIS SIDING To MATCH EXIST CONS7RUC7ION-2"X4" WOOD STUDS @ 16" PERFORMED IN STRICT ACCORDANCE 1200Veterans Memorial Highway 3/4" PLYWOOD SUBFLOOR Suite 120 2xlo F.J. m 16" o O.G WITH I/2 GYP. BD. ON BOTH (SEE OF R-50 BATT INSULATI N 5 I FINISH FLOOR ELEEVATrION TO E N.E.G. SPECIFICATION AND NOTES) Hauppauge,NY 11788 = Z MATCH EXISTING. VERIFY AND P(631)650-6666 2x6 AGQ SILL PL TE 5" m NEW EXTERIOR WALLS CONSTRUCTION COORDINATE FINISH FLOOR MATERIAL F(631)650-6667 TERMITE SHEILD d SILL INSULAT ON -2 X 4 WOOD STUDS @ 16 O.G. C(516)658-0325 N1 OWNER. PROVIDE R-15 KRAFT-FACED BATT INSULATION AND 1/2" INTERIOR GYP. 4. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE o k m ° o. \ BD. (SEE SPECIFICATION AND NOTES) f AND I/2" EXTERIOR PLYWOOD GENERAL CONTRACTOR AND REPORT -°° � ,"''°`"34 " MASTIC DAMPROFFIN& TOP SOIL SHEATHING, AIR INFILTRATION ANY DISCREPANCIES TO ARCHITECT -- BUILT IN 0o PRIOR TO START OR CONTINUATION 8" P. GONG. FOUNDATION WALL c�gC� BARRIER AND SIDING AS SHOWN ON 3 LADDER �OOC� ELEVATIONS. PROVIDE 1/2" RIGID OF WORK INSULATION BOARD BEHIND SIDING. 5. AS PER N.Y.S. CODE SEG. 8510 OgOpB� EACH HABITABLE ROOM SHALL HAVE 3 ° 0°0000 / PLUMBING CHASE WALLS AT LEAST ONE OPERABLE WINDOW CONSTRUCTED OF 2"X6STUDS 2 P.GONG. MUD SLAB PROVIDE �gO(� _ " WOOD STUDS EXPANSION JOINT AT WALL 6" MIN. 0Op00� O FOR EMERGENCY EGRESS WITH A 16 O oo�� .0 WITH 1/2 MOISTURE N MINIMUM CLEAR OPENING OF 5.7 SQ. 2x4 KEYWAY x Q RESISTANT GYP. BD. OR GEMENT BD. B�j C FT. (GRADE FLOOR OPENINGS SHALL . w 1ox2o P. CONC. SPREAD FTG. °p�� / ON BATHROOM SIDE OF STUD MIN 56" BELOW &RADE HAVE A MINIMUM CLEAR OPENING OF " 0 Qp C / c�'88Q( 5.0 50. FT.). THE MIN. HT. OF z #4 REBAR MIN. 5" CONC. COVER OOpC NEW CONSTRUCTION TO MATCH O Q ooQ°oC EXISITNG- VERIFY IN FIELD OPENINGS TO BE 24 AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM o o Ooh OF OPENINGS NO HIGHER THAN 5'-5" m A.F.F. u' HOLD DOWN AS NOTED- SEE DETAIL 5/A.5 6. ALL NEW DOOR 4 WINDOW HEADS N o TO BE MOUNTED AT 6'-8" A.F.F UNLESS U / ® 50 CFM FAN TO EXTERIOR OTHERWISE NOTED i # IU " 000000 0°0 op°o00o0o00opo00oQ°o00o00� j z N,O V � 6'0 OIUI�DTIOI�I DTI 20 gQ�BgQ �Q 8gQ 8gQ�8gQ��'�Q�� ® 4"x4" POST UNLESS OTHERWISE NOTED 7 ALL NET/ TILE AREAS IN 2 �oOopOoOo X000° O°p�000°p�000C,p,� / i BATHROOM/KITCHEN SHALL RECEIVE 0 0 00 Oo Oo 0 00 o Oo /2" GEMENT BD. AND A ALL OTHER BEAM OR GIRDER AS NOTED ON PLAN z N 1 X88 Bg 8g �8g d pQoOop o0 00°p�oO�r / ' AREAS IN BATHROOM SHALL RECEIVE p _ �- / ®— POST FROM ABOVE SITTING ON BEAM Y2 MOISTURE RESISTANT GYP. BD. v Z 23'-5" v Q�008o OOgp�fir) BAGKFILLTO 8. ALL WOOD POSTS SHALL BE BUILT HARD WI RED SMOKE DETECTOR W/ BATTERY } o w o BACK-UP UP WITH (2) 2X45 NAILED TOGETHER W/ m -7Q F ° IL IOd NAILS 8 O.G. UNLESS OTHERWISE ° LU o F 0 o 0 o�pop°o opo op°o p` ./ NOTED <Lu nof' �� gQ�agQ��gQ^��gQ�j HARD WIRED CARBON MONOXIDE DETECTOR U =wo W/ BATTERY BACK-UP MIN 12" A.F.F. AS q. NO GALV. NAILS OR CONNECTORS IN Q PER SECT. 1225.2 NYS GODS AGO. LUMBER ARE PERMITTED. ALL F z -<16 w 2 m p�00 O O CONNECTORS AND FASTENERS FOR AGO Qoo 0 00� RAINAOE PIPE �/ ' onoom}T p / LUMBER MUST BE STAINLESS STEEL OR v a o z W o LU 0 0 00 00 00 CONNECTED TO FOUNDATION 3 DRAINAGE SYSTEM DENOTES EGRESS WINDOW HOT DIPPED GALVANIZED G-185. Q Z W j z tu v 10. ALL EXTERIOR PORCH FRAMING 70 DEMOLITION Q DEMOLITION NOTES: w o BE AGQ LUMBER o r=v - ooC w z-Qwo 20"xlo" POURED CONCRETE n 1. REMOVE PARTITIONS SHOWN TO BE 11. ALL NEW WINDOWS AND EXTERIOR W F FOOTING (5,500 P51 MIN) TO REST 12" P. G G. REMOVED AS NOTED ON DWGS.- SHORE AS DOORS IN NEW ADDITIONS SHALL z TRENCH OTIN6 REQ'D AT LOAD BEARING PART1 TI ONS REGE I VE (2) 2X10 HEADERS-UNLESS ° o 3 N Q 9 2 p-11 ON UNDISTURBED#IRGIN SOIL (5' OTHERWISE NOTED <_o u,o v o��� DEEP MIN);W/(2) 4 REBAR 2x4 2. CONTRACTOR SHALL BE CAREFUL AS TO E N KEYWAY ,OUTSIDE WALL w-w w - 12. ALL INTERIOR DOORS SHALL ° v �_W Q WATERPROOFING, MEMBRANE AND 2" POURED CONCRETE RAT SLAB NOT DAMAGE EX I STING CONSTRUCTION THAT w o>§W o�q Q V RECEIVE I VE (2) 2X8 HEADERS- UNLESS fj>= w v�n w 2 RI61D INSULATION. REMAIN AND SHALL REPAIR ANY OF THESE wt ,�Qm (3 500 P51 MIN) W/ bxb W.W.M. AND ~m o z w~ o ,� DAMAGES AS REQUIRED. OTHERWISE NOTED o v m o Q � 5" POURED CONCRETE VAPOR BARRIER OVER 4 DEEP z } .k'Z o COMPACTED GRAVEL. PROVIDE 15. ALL FRAMING SHALL. COMPLY WITH 3=v w z o F z FOUNDATION WALL (3 500 P51 12 P. GO 5. CONTRACTOR SHALL RE-ROUTE RELOCATE OR MIA EXPANSION JOINTS AT WALL. THE 2001 WOOD FRAME: CONSTRUCTION MIN) TRENCH F OTING REMOVE (AS REOV) ALL EXISTING ELECTRICAL, to Q w Q w 3a-��4 PLUMBING AND HEATING LINES THAT INTERFERE MANUAL. WITH NEW GONSTRUGTION. 14. ALL STEEL POSTS SHALL BE S I/2" TIE NEW FOUNDATION TO UDNILE55 O HDERWIOSE (NOTED.COLUMNS ALIGN WITH EXISTIN6 W/ #4 REBAR 0 24 EX15TIN6 21'-6" O.G. VERTICAL; MINIMUM OF 2; 15. ALL ENGINEERED LAMINATED FOUNDATION GROUT FILL SOLID (TYPICAL) WALL - - - m- - - - - - - - - - - - 23-6 - - - - - - - - - — — — — — — — — WOOD BEAMS SHALL BE MANUFACTURED BY GEORGIA-PACIFIC z AND SHALL BE INSTALLED AS PER=clO - — — — — — — — — — — — — - BEAM — — — 4'ZoHGRETE sL�B — — — — — — — — — WELLGRAFT WELL MANUFAGTURE'S WRITTEN x W/6x6 10i(0 WWM. INSTRUCTIONS AND SPECIFICATIONS. �j cV POCKET OYER b MIL V.B. ON 4" - POCKET 2060 51NOLE UNIT zp 0 SISTER EXISTIN6 CMU EGRESS WINDOW WELL z SP GE COMPACTED VEL REMOVE EXISTING RE T4N6 STAIRS, PATCH I J i FOUNDATION WALL WITH 16. WHERE RAFTERS AND JOISTS v w CTED IL N NEW 8 POURED FRAME INTO OTHER WOOD BEAMS, p 2"x12" AGQ WD LED ER = u CONCRETE FOUNDATION J - - a= �- WALL MINIMUM 18" PROVIDE 12 GAGE GALVANIZED Al Q TIE NEW FOUNDATION TO 0 �c12 AGQ p x BELOW GRADE 12" WIDE PERMANENT STEEL JOIST HANGERS AND STRAPS IL x rg Q O COMPLYING LADDER AS AND WHERE WOOD BEAMS FRAME INTO OC v z A/C u- EXISTIN6 W/ #4 REBAR ® 24" � NEW 5Y" STEEL v I- - = O.G. VERTICAL; MINIMUM OF 2; — — COLUMNS WITH W W O GROUT FILL SOLID (TYPICAL) �cD 24"x24"xl2" REQUIRED UP TO GRADE OTHER WOOD BEAMS, PROVIDE 7 x - FOOTING UNDER WINDOW MAX 44 m WITH MAXIMUM 6" GAGE GALVANIZED STEEL SADDLE 0 = v tV N 0 ABOVE FINISHED FLOOR ENCROACHMENT INTO z F 15-4 POINT LOADS TYPE HANGER BOLTED THROUGH x ABOVE -? REQUIRED DIMENSIONS o N(� z — — BEAMS- ALL HANGERS, STRAPS, < _ _ BEAM - ANCHORS, ETC. SHALL BE j W z 'LAw — — POCKET EXISTIN6 MANUFACTURED BY SIMPSON STRONG O Z �- (x - O cV COLUMN V.I.F. TIE. � O Op RAILING TO CODE Q 1 H = EXISTIN6 BEAM r EXISTIN6 BEAM STAIRS 4 GUARD NOTE: 11. ALL ENGINEERED LUMBER TO BE N UNFINISHED - - - - '� Q NZ — V O STORAGE +, 4 NOTE: (TO COMPLY WITH R311 8312) GLADDED AND SEAL AS REQUIRED TO Q < ,- ® L, J ALL NOTED EXISTING PROTECT AGAINST THE WEATHER O O � p in A/C 11 OC d - STRUCTURE SHALL BE „ VERIFIED IN FIELD. ALL -STAIRWAYS SHALL NOT BE LESS THAN 36 ENVIRONMENT N ®tu CRAWL SPACE EX15T NG, STAIRS TO BE INISFf D ASEMEN DISCREPANCIES SHOULD BE IN CLEAR WIDTH ABOVE THE PERMITTED 18. ALL NEW WINDOWS AND DOORS ARE — REMO D. PATCH AND 0 z ^I BROUGHT TO THE ARCHITECTS # v !L n HANDRAIL HEIGHT AND BELOW THE REQUIRED TO BE ANDERSEN 400 SERIES OR _ } O FILL 5 REQUIRED. ATTENTION IMMEDIATELY. ' < z 0 z HEADROOM HEIGHT EQUAL- COORDINATE WITH OWNER ON ►� SLAB ON GRADE _ 3 < STYLE- MODEL NUMBERS ARE x x �,/L�-+ X w I°'p NOTE: -MINIMUM HEADROOM HEIGHT TO BE 6'-8" DESIGNATED ON PLAN- INSTALL iv- w - ztu ACCORDING TO MANUFACTURE ' I , A/C 3 V v HARDWIRED SMOKE J-1-�1 �fi O IU ,I SPECIFICATIONS - 2°x12° AGQ r� -.��� _ z DETECTORS TO BE -MAX RISER SHALL NOT EXCEED SY4 l� �-t> W tLIL t=- PROVIDED IN ALL IQ. ALL ANCHORS STRAPPING AND 4" CONCRETE PAD FOR WD LEDGER 51STER EXISTIN6 CMU z u- Ul BEDROOMS A5 PER GORE. CONDENSIN& UNITS AND - FOUNDATION WALL WITH t- x X ® x -MIN TREAD SHALL NOT BE LESS THAN q" CONNECTORS AND HARDWARE TO BE O z GENERATOR — 2"x12" LEDGER NEW 8 POURED �� ai 1=� -� to SIMPSON STRONG TIE OR AN APPROVED _ ' I t O CONCRETE FOUNDATION - 0 tL MANUFACTURE AND TO BE INSTALLED AS l�-1 �` LAG, TO EXIST WITH Ys" 0 BEAM WALL MINIMUM W' IOz m _ A -STAIR PROFILE: N051NG5 SHALL NOT BE �— AND b" LAG, BOLTS I' O.G. O POCKET BELow GRADE x - LESS THAN B/4" NOR MORE THAN (Y4" PER MANUFACTURE WRITTEN STA66ER TECO JOISTS TO H I N x INSTRUCTIONS- UNLESS OTHERWISE �- LEDGER WITH ZING COATED I- 3 >` REMOVE EXISTIN6 mIL I NOTE: NOTED- VERIFY SIZE OF ALL REQUIRED fn Z OR HOT DIPPED 6ALVANIZED `� �w FINISHED WALLS 400 SERIES ANDERSEN -HANDRAILS SHALL BE PROVIDED ON AT STRAPPING IN FIELD PRIOR TO V ` � CRAWL SPACE -4� I WINDOW5 OR A5 LEAST ONE SIDE OF EACH STAIRWAY WITH tu CONSTRUCTION- U.O.N. - SELECTED BY OWNER. TWO OR MORE RISERS. TOP OF HANDRAIL to Q IT =X� SHALL NOT BE LESS THAN 34" AND NOT 20. ALL STEEL BEAMS, GIRDERS, -1 (�/ Z 4 NOTE: MORE THAN 55". ALL REQUIRED HANDRAILS HEADERS TO HAVE 3 I/2" DIAM. SGHED. EXISTING BEAM BEAM EXISTING DOUBLE ALL JOISTS UNDER SHALL BE CONTINUOUS TO THE FULL LENGHT 40 PIPE COLUMNS EACH END UNLESS Oma ' z �' c0 POCKET POCKET OTHERWISE NOTED- SIZE POST GAPS AS o I I I N PAVE EL PARTITIONS OF THE STAIRS FROM DIRECTLY ABOVE THE REQUIRED Q } �- ►n I I X NOTE: TOP RISER OF A FLIGHT TO A POINT 21. ALL STEEL BEAMS/GIRDERS EXPOSED � BEAM DIRECTLY ABOVE THE LOWEST RISER OF THE LU POCKET COORDINATE ALL FINISH TO EXTERIOR TO BE GALVANIZED, ZING � O MATERIALS WITH CLIENT FLIGHT. ENDS SHALL BE RETURNED OR SHALL COATED, PAINTED AND/OR GLAD AND (� 11 11 2 117 PRIOR TO CONSTRUCTION- TERMINATE IN NEWEL POSTS OR SAFETY SEALED AS REQUIRED TO PROTECT O O TIE NEW FOUNDATION TO FLOOR, CEILING, WALLS, ETC. TERMINALS. HANDRAILS ADJACENT TO A WALL HAUNCH SLAB AGAINST THE WEATHER ENVIRONMENT 4" CONCRETE SLAB EXI5TIN6 W/ #4 REBAR ® 24" " W/6x6 10.(0 W.W.M. O.G. VERTICAL; SHALL HAVE A SPACE OF NOT LESS THAN IY2 O (� OVER 6 MIL V.B. ON 4 _ MINIMUM OF 2• BETWEEN THE WALL AND THE HANDRAIL. 22. ALL ELECTRIC TO REMAIN AND z COMPACTED &RAVEL O O GROUT FILL SOLID (TYPICAL) HANDRAILS SHALL NOT PROJECT MORE THAN MODIFIED TO ACCOMMODATE NEW r ON COMPACTED SOIL EXISTIN6 CONCRETE PLATFORM TO 4Y2" ON EITHER SIDE OF THE STAIRWAY. CONSTRUCTION. NEW ELECTRIC TO BE �- O 12° P. GONG. BE REMOVED TO ACCOMMODATE INSTALL IN NEW ADDITION. FINAL ( p TRENCH FOOTING FOR NEW CONSTRUCTION. PATCH -GUARD5/RAILING5 ARE REQUIRED FOR ANY ELEGTRIG TO BE DETERMINE IN THE FIELD A5 REQUIRED. SURFACE 50" ABOVE FLOOR OR GRADE. 23. ALL PLUMBING TO REMAIN AND p OC MODIFIED TO ACCOMMODATE NEW � O -GUARDS/RAILINGS SHALL NOT HAVE A GAP CONSTRUCTION. NEW PLUMBING TO BE i to OF PASSAGE OF MORE THAN 4" INSTALL IN NEW ADDITION. FINAL ';' tj N z OU1�17 T10�1/ � 5 1� �1T FLOOR PLAN _4 PLUMBING TO BE DETERMINE IN THE FIELD t- Q z „ � - 4 SCALE: 1/4" = 1'-0" Q OC O Q 0 p Michael J. Domino,Pr' ~`,-nt �QSUFFD(,g-�O Town Hall Annex John M. Bredemeyer III,Vice== esident ��� �� 54375 Route 25 Glenn Goldsmith y -�"� P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: !I z6 Completed'in field by: Michael Puglise on behalf of GEORGE ROCKLEIN requests an Administrative Amendment to Wetland Permit #8977 for the as-built 2'1'0"x6'5" outdoor shower, 5'x25' concrete pad for generator and air-conditioning units; and the as-built 14'x23'5" bluestone patio north of dwelling. Located: 875 Calves Neck Road, Southold. SCTM#: 1000-63-7-31.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback'Waiver Required, 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 ✓ Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: tX It . I have read & acknowledged the foregoing Trustees comments: f Agent/Owner: 4 Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other Michael J. Domino, Pre. It � �p C ; Town Hall Annex , John M. Bredemeyer III, Vice-rmz-.ident G�� 54375 Route 25 Glenn Goldsmith y a P.O. Box 1179 A Nicholas Krupski Southold,NY 11971 Greg Williams p! Telephone(631)765-1892 dol Fax(631)765-6641 z BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: L � Completed in field by: �1�1 -U�cG'Y�i''v''� Michael Puglise on behalf of GEORGE ROCKLEIN requests an Administrative Amendment to Wetland Permit #8977 for the as-built 5'x25' concrete pad for generator and air-conditioning units; and the as-built 14'x23'5" bluestone patio north of dwelling. Located: 875 Calves Neck Road, Southold. SCTM#: 1000-63-7-31.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: - C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 3. Y ®-vzo- I have rea & ac nowledged the foregoing Trustees comme ts:,,.e – ,- ZLj� Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupskl G. Williams Other Michael J.Domino, President ��OF SO(/TyO Town Hall Annex John M. Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski G Q � O Telephone (631) 765-1892 Greg Williams O�y ,�a� Fax(631) 765-6641 COUe`� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT APR 1 2 2019 DATE i OWNERC-4�/(G,e 1&40�14F/1 'l PHONE MAILING ADDRESS ��,�S6�lr/ V4 Z,WAi�/� AGENT&A0 /Oy,4�151 PHONE �6- ��� —Z74 ADDRESS PROPERTY LOCATION TAX MAP NO. UWe0RF0/?4C6 request an Amendment to Permit to jo/r /vim- r Signed By: Board of Trustees Applicatlon AUTHORIZATION (Where the applicant is not the owner) I/We, owners of the property ideptified.as SCTM# 1000- 4-.,r in the town of New York, hereby authorizes 4 C ge f and handle all A(& to act asi,my a n necessary work involved 7ith the application process for permit(s) ftorn.the,Southold Town Board of Trustees f6r thisiproperty. --7) k fPro ertyq4persSibiiatari'e Property Own_erVisi Signature SWORN TO BEFORE ME THIS, DAY OF -?j- r 20 Notary PubFk SABRINA M BORN Raftry Public,t146 of Novi York No.01130631708,-Suffolk Coun Commission Explriitecl 22,202L I i SOF S®UT Michael J. Domino, President � y�lO Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders C, Southold,New York 11971 Glenn Goldsmith ® �� Telephone (631) 765-1892 A. Nicholas KrupskiCQUffN Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction Y2 constructed Project complete, compliance inspection i RIM BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK ` ,nr PERMIT N0. 8977 DATE MARCH 22, 2017 ISSUED TO: GEORGE ROCKLEIN E 4 1. I PROPERTY ADDRESS: 875 CALVES NECK ROAD, SOUTHOLD UK!, SCTM# 1000-63-7-31.1 AUTHORIZATION i Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 22, 2017,and in S consideration of application fee in the sum of$250.00 paid by George Rocklein and subject to the Terms and t Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the F. following: Wetland Permit to construct a 174s ft, addition to the seaward side of the existing I & 11/ story dwelling with attached garage; construct a 1,264sq.ft. second story addition over existing first story and first story addition; construct a 41sq.ft.front portico; and to install a 115sq.ft. concrete platform and steps to grade off of dwelling; with the condition to install gutters to "1 1 leaders to drywells; and as depicted on the revised site plan prepared by Todd O'Connell,AIA, dated September 30,2016, and stamped approved on April 26, 2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ssg F01 A f Z", A. Nicholas Krupski Absent ......... ....... .68 TERMS AND CONDITIONS The Permittee George Rocklein. residing at 875 Calves Neck Road Southold, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interferenze with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or persona,property held or vested in a person not a party to the permit. ®��pF SO ®lo wn Hall Annex Michael J.Domino,President To John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith a� Telephone(631) 765-1892 A.Nicholas Krupski ��C®UNT i Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 22, 2017 Todd O'Connell Architect, P.C. 1200 Veterans Highway, Suite 120 Hauppauge, NY 11788 RE: GEORGE ROCKLEIN 875 CALVES NECK ROAD, SOUTHOLD SCTM# 1000-63-7-31.1 Dear Mr. O'Connell: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 22, 2017 regarding the above matter: WHEREAS, Todd O'Connell Architect, P.C., on behalf of GEORGE ROCKLEIN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 4, 2017, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 6.3, of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: the issuance of new plans showing the jurisdictional setback to the top of bank; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 22, 2017, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of GEORGE ROCKLEIN to construct a 174sq.ft. addition to the seaward side of the existing 1 & 1'/2 story dwelling with attached garage; construct a 1,264sq.ft. second story addition over existing first story and first story addition; construct a 41 sq.ft. front portico; and to install a 115sq.ft. concrete platform and steps to grade off of dwelling; with the condition to install gutters to leaders to drywells; and as depicted on the revised site plan prepared by Todd O'Connell, AIA, dated September 30, 2016, and stamped approved on April 26, 2017. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, m Michael J. Domino President, Board of Trustees MJD/dd Michael J.Domino, Presi _ .-. �®S �C®� Town Hall Annex John M. Bredemeyer III,Vice-President �� � 54375 Route 25 Charles J. Sanders CM y P.O.Box 1179 Glenn Goldsmith wG+ PVT Southold,NY 11971 A.Nicholas Krupski Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: r,�co_L' —sic LI Todd-O'Connell, Architect, P.C. on behalf of GEORGE ROCKLEIN requests a Wetland Permit to construct a 174sgA. addition to the seaward side of the existing 1 & 1Y2 story dwelling with attached --�rgarage; construct a 1,264sq.ft. second story addition over existing first story and first story addition; construct a 41 sq.ft. front portico; and to install a 115sq.ft. concrete platform and steps to grade off of dwelling. Located: 875 Calves Neck Road, Southold. SCTM# 1000-63-7-31.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative .Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Present were: V/J. Bredemeyer ✓M. Domino G. Goldsmith Krupski C. Sanders Other Page 1 of 2 Michael J.Domino,Presic , `oFF01/( �'0�0 CCS � 1 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 Charles J. Sanders CA P.O.Box 1179 Glenn Goldsmith 0 Southold,NY 11971 A.Nicholas Krupski ��0 a0� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Todd O'Connell, Architect, P.C. on behalf of GEORGE ROCKLEIN requests a Wetland Permit to construct a 174sq.ft. addition to the seaward side of the existing 1 & 1 Y2 story dwelling with attached garage; construct a 1,264sq.ft. second story addition over existing first story and first story addition; construct a 41 sq.ft. front portico; and to install a 115sq.ft. concrete platform and steps to grade off of dwelling. Located: 875 Calves Neck Road, Southold. SCTM# 1000-63-7-31.1 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. 525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date:,, Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 If IV Ii Q�L �F ;.TUDD O CONNELL 1100'1Q { APR 2 5 2017 �I•a � �ARC MITECT P.C. TODD' CONNELL,AIA %mrd Jf T7: '^�5^ 1200,Wterans Memorial Highiway ? `Suite 120 Hauppauge,NY 11`788`• THIS IS AN ARCHITECTS PLOT PLAN AND P.{639}650-6666' IS SUBJECT TO VERIFICATION A LICENSED SURVEYOR. INFORMATION SITE DRA I IMAGE CALCULAT IONS _ ,,F,(631)650-666? OBTAINED FROM SURVEY PREPARED BY: EXISTING LOT SIZE: 2518'8 SO.FT. WILLIAM R. SIMMONS III L.S.P.G (516)�i5 .M V SURVEY DATE: NOVEMBER 4, 2015 PROPOSED LOT SIZE: 351020 SOFT. , 0v ^. , EX15TINO HOUSE: 25'✓a SO.FT. PROPOSED ADDITION: 143-1 SQ.FT. 0DWELLING _ 01� N �RE E< T 1142 SQ.FT. X 2" = I1510 GU FT ELEVATIONS BASED UPON NAVD175.27' _ 12 ' (IQ88), USG $ 05 DATUM _ - - - - 2 5��0321161'E _ - USE 8'O x 5' DEEP DRAIN RING = 211.2 GU.FT.. CLEARING TO CONSIST OF 2 _- _ M_H.w_ _ - -- -- 4 REMOVAL OF ALL SHRU55 - -- _ DW-2 AND DEBRIS TO ALLOW FOR 4 -- - - - -- - -- - - -- -- - --' - - - - DWELLING 1142 SQ.FT. X 2" = Iq0 GU FT f NEW CONSTRUCTION. 6 - -- -- _--- - -- - - --- - --- - --- ---- - n° �" - - - -- - -- - -- --- -- - -- -- - - -a 1.2 ISLAND SOIL DATA 8 -�� EL. 6.4 _- _ -- -- -- --- - -- --- - -- --_ _ USE 8'(P X 5' DEEP DRAIN RING = 211.2 GU.FT. 11-1-15 - --- - _- - -12 to -- 0.51 (0) - -=1T=1T� TOPSOIL - - - - - -- - - - -- -_ w-14 _ - -- _ ='-_ _"• - _- - NOTES: r _ 1 N ___ _ _ _ _ MEDIUM BROWN 1 o") - - - - - _ - -_ - � '� EL. 7.BEER I BEER "'� O I6 1. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' �(i O CLAYEY LOAM I6 - -- - - - -- - - � ` I # 5.5' (OL) d�[�I I TOP OF Bf�Nwo a� K ---�-�- ?ABOVE AVERACE GROUND NATER ELEVATION. z - 1 '_ 15 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' �- CLAYEY SAND d r � '�' �..�'� ��I,ORS DK-2 �1\ � _ -_ -.r• � ". 5% GRAVEL ■ _ - _ _ ____,' `-- •-'-�-- -� --- LINE OF HAY BAIL PENETRATION INTO RATEABLE MATERIAL. z LINE OF HAY BAIL I - - , 1-- ~ ' 1~AND/OR SILT FENCING. AREA OF/ AND/OR SILT FENCING. 5. DRYWELLS MUST HAVE A MINIMUM OF 3 OF o z 6.01 (SG) SAND 10� O 1 --- EXCAVATING TO �\ ` 1 PERMIABLE MATERIAL AROUND THE STRUCTURE. A I EL. I6."I j i 1 ALLOW FOR � GRAVEL ' 1 I ( 1 PRgf-OSED WORK ` 1 I v K (SW) (� 1 \ w d w o 1 1 PROPOSED Q O / � Eli. 19.45 -�F 1 25TORY / �i O. '. 34.4. . wa jr WOoO ADDITION / % /� C4 \ 1 :' .`..'. .',..,. 1 , 1 ' ED BY mQ��zzw � APPRO �ooJ-�� �oo .. 24.3 \' i PR OSED 1 I STORY FRAME HOUSE `o , 1 I FY z w v z _° CD Q- 1 1 2�►D STORY m AND GARAGE ry 1 ' LU Q BOARD OF 1 RUSTEES w d z 1 / ADDITION n 1 Mow w Q l Q O tU 1 F.F.EL.: 21.6 °n - / 1 TOWN OF SOUTHOLD n/ WELL PIT / 33. 20 n =1 dT�nHvom� � 0 I' 1 U-- / PROPOSED EL 20.1 40. v p j EL. IQ 9 -1 DATE '/�P�i� �, �-Ol7 0 _° Q W o o PORTICO / ADDITIO _ o I - - � � 1 4FOpdQ W=ZdO IS' 18.0 WATER CLEARI NO I QW // / \�� / j/c \\1 1500 ENCOUNTERED I/ 1 L I M 1 T5 - w / �\S''�' GALLON 18 1 (14,700 5F.) / $En 1 3 0 I �� _ � v�w`��w�dda� .. ��AB"DON EJ�5TINCG TEST I w o w w~ SE�TIG SYSTEM I HOLE aa �p�`�W T�J z I'D Ln IQ ILIA Lp 1-1-ddF-lho�F-OV la 49/ i EL. 20.2 , I 3:T x 3 a 3: O EXISTING STEEL I m / - COVER I j o � f EL. 20.E W 1 - I A "-Lu 1 I � // // LOT �I .I ,, ,, / Lu u 1 K 20 O I O / L.P. )�.�SDs 1 / 1 '�- `U.. (o(�I f(1 1 / DEEP mXl3'�I f I �1 1 / EXISTING 0 , � 1 z / Z Z i / DRIVEWAY 2 58' LLI E(, ' 2.58' lIl v LEL. 21.5 _50.00' _ // EL. 21. 5 125m EL. 21.5_ _ z N74°21'201 N � 175.0 ' 1 EL. 21.5 EL. 20.5 01Q �AL.VES NEC,.< ROAD N Lu GL. 21.6 GL. 21.3 CL. 20.6 0 W Q O � j 50' MIN. _ > AREA. TYPICAL 1 ODETRIO ASPHALT 78"0'MAIL C m C 1 BUT SUFFICIENT TO KEEP Il-I SEDIMENT ON SITE 1/ ROAD ovRFAeE. FLOW ll- RADE ^ HAY BAIL AND/OR SILT FENCING c� ct:AOE c ° II= o°aQ�°0°D ODo O°op cum ORAVa Fai L / AF CODo o \ ,fI J Y�F aF aF Q 01>0 00 ° QoaOa 4" VERTICAL � � y1 4 o � �� .. . � 6� 0 0° ° °°o p = UNU(CAVATSOSOIL SLOPE FACE O� a 'f' •\. $N O ° p 'D°G O pn� - O �v 1 q �'.,�n d O Mp N® o Wp°o a o°°o _111111 � � N �w BEDDING DETAIL PERSPECTIVE VIEW Wll- C CONCRETE 19CAW FRENCH DRAIN DETAIL ^�� eoNORmTRAFRC EnnNooRAw ANGLE FIRST STAKE TOWARD ®� L 36" MINIMUM 2 x 2 RWINO NAE. OwM:NilCONSTRUCTIONENTRANCE-FOIINDATIDNOFCDMPACTED (�I .w.LEARu PREVIOUSLY LAID BALE. f^ �^ +'- ///\�� GRAN SHOULDER /` ^/� �L FENCE POST RE.TOW(LEND ABOVE R.0 FNl TO1B'PAIn)ANriE IXDTINGGRADEFORpINNAGE AREA. TYPICAL CAOTNIONNLET GRADE ORATE a FRANK �f-^ %n� GRADE FLOW _ J^fJ� LU n WOVEN WIRE FENCE - I = -1 / ^-� �^ (6 x 6 - 10110 WWF) UA b _ 1=11111=_11111 ��`� �' � J--�� fes` �� I PLAN VIEW � �Z FILTER CLOTH 6LUX O ®®®®®® 2 n _ ® ®®® IIID o®®®® °L'""EAND[ ^ n BOUND HAY BALES EMBED FILTER CLOTH G�DE EXISTN'GRAD' ®® ®® ORArKL n R O A D 'I , PLACED ON CONTOUR MIN. 6" INTO GROUND Z J U q I O 0'dAMETKR R B'D[!F �'�� ®®®® PR[CART CONCRETE CONSTRUCTpNENTRANCE-FDIRdDATgN Of CDMPACfED ®®� LEACXNO RN0. z �f-/� HAY BAIL AND/OR ]/1'STONE(LEND OR N.Y.STATE DA.T.MMIONFD0.0 ®® 2 RE-BARS: STEEL PICKETS OR FILLTOIB'(A11n)ABOYEIXISnWGIIMEFORDRANAGE r SILT FENCING ®®® = 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: 11 ®® DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA CROSS SECTION -ITT HAY BALES. 112 ACRE 1100 LINEAR FEET CLEANEANDaORAVK` ANCHORING DETAIL l , GROUND SECTION DETAIL "" r-0-Nx. W-WDIR r--F." TEMPORARY CONSTRUCTION ENTRANCE z STRAW BALE DIKE DETAILS SILT FENCE DETAILS iL ® c0 K Typical Section @a I.eachinx Pools SCALE`NTI GRASS SWALE WfAII. .e.. NTS [CLE,BITS Ewa:Nn I In O e � 1 z SURVEYED FOR: GEORGE WALTER ROCKLEIN LOCATED AT: SOUTHOLD,T/O SOUTHOLD, SUFF.CO.NY. LOT: IS DESCRIBED MAP OF: AS SHOWN S.C.T.M.# 1000=63-7=31 .1 SCALE: 1 "=30' • °R U m :v U - 2 s 7 2116„E `l`/N CR EEKn/ 4 n 6 70 16 _ _ - _ - _ _ bulkhead e1.17.0 e/16•7 t°P of bank 'o -' e/1965 brl --_ 0 ck� - °k patio _ 18 U c/e p STO h 34 3' e/.19.45 4 RY l 2Lo ST03 °nc87s ��/ f e121 6RY N 3 ! i v 336 oar we// 3 wln,we// � e199 331/_---------o� U 20 cR z j c stee/CO.er Q V4� e/200 /, OOe//s 88 T.H. S ISLAND SOIL DATA / TESTHOLE m / m %2006 el-20.2 �°i 1/1/20 5 0 26 00 at c e/21. / / eway TOPSOIL ,x // asphalt d�i� 0.5(0) e/21.,3 utll. - MEDIUM BROWN CLAYEY N 7 21 201, ` e 1 LOAM ` l2 .2S � 3.5(OL) AYEY SAND 21.6 e co)CqC Vc d9e cfpaveMent o� &5%GRAVEL `S e/20 5 6.0(SC) e/21,3 S,� � SAND& e/20.,3 10%GRAVEL NOTE: 8.0(SW) ELEVATIONS IN NAVD88 DATUM 18.0 WATER ENCOUNTERED c./•ell p 6 % i M °`'1 �� �, � :.� � �� ,����;'�' �°�„� ���°-`�: FILE# 50998 rn J A N - 4 2017 WILLIAM R.SIMMONS 3RD.L.S.P.C. Southold Ton e ”' EAST ISLIP,NY,11730 { PH 631-581-1688 FX 631-581-1691 128 CARLETON AVE, L � Board fo T[us+e�� ._1 DATE:11/4/2015 SCALE:1"=30' DRAWN BY:E.S. !J ....-. ., � 1 )' � l / !� !f j ,p• / rge Rocklein y 4�l fit'• } 875 Calves Neck Road,Southold SCTM# 1000-63-7-31.1 � {� /14/17 �_ f� -_ =_ 1 Fps 3!I 'y��'�, '", r ' � �. t ;. �� :• 5 Y 1 ; , ... i 1 ` _ -� - -- tis -� � !� ��• � . ,�_ �,. t 4. �'' �"'. �:* ,. �' ,.. ! .� :,rr •4, �y«# . !„'1. i r / � � / .�'' .� � � �. "�� - - � t. a_. 1 t. _ ,. �A � ��x, +` ' � ' r � s _ - - -- . # _�� �� �� t , r '�• _ r� „. ,_ � r� -- � .� A � ` �� �� i �fir^ .��, '1�` �F � � J • 'sem#. �r •''� �► iw.:�,�,. . r . �..4 1 r '� x ' .i IV- 6-E0RC16- ROCKCeE N •St 17 ! F Me ' i 14 per- _ r a t ate' .e -i . r O QpyY DD IT ELL AaCHITECT PC TODD O'CONNELL,AIIA THIS 15 AN ARCHITECTS PLOT PLAN AND 1200V __ns Memona1H qbway . -- 15 SUB.I£GT TO VERIFICATION BY A _ Surtp 120'[ LICEN5ED SMVEYOR. INFORMATION - Flauppauge,l�I :i 88- OBTAINED FROM SURVEY PREPARED 5Y, _ _ ;I`.�7=t -1 -: WILLIAM R.SIMMONS III L.S.P.G -- ,,,•-P(631)650,-6666,, 1L" Y 511RVEY DATE NOVEFIBER 4,2015 - `'F(63l)'�650 6667,' EXI5TIN& HOUSE: 25g5 50.FT. t5 _ .._G�51'6).658-0325":_11 PROPOSED ADDITION: 1457 SO.FT. TOWN GFEEf< �.__... _.�_...•=•,•• ELEVATIONS BASED UPON NAVD (Ig88),U50 8 05 DATUM 2 ------ ----- -------- M-HW-- _ -4 4 �———— — —————— -——— —————— ——— —————————————————1 6�---- ------ I -- ------------------ --- 64 864 — __ --_ -------- — _ 14� ------ — ) — O 111 _ Q•Ib 16'm — ------- v_I TOP OF BANK ® 1 Lu LI8 AFMA OF MICAVATIN&To ALLOW FOR I ` ' I / I PROPOSED WORK PROPOSED 2 / fff/,•:�//fff/, EL.Iq.45 � O I ADDITI / - ;ll//1' Fii .. I O 1W / 1. .... .... .... Q I PRgP/OSED •:I STORY FRAME HOUSE' Lu 2)V STS ^ AND 6ARA6E A 1 } OI F.F.EL.. 21 b I V 1 kg1L KELL PIT / . ... .. :.: 3 1 20 / PROPOSED I - I iOL P0RT1G0 EL.2U.1 "' o EL.Iq / AD'DI71 ABANDONYSTEMTEST SYSTEM HOLE IND -'., i ° HOLE — I 1aA-t 1 , ,{�/ / EX15TIN6 5'TEEL I w ° 1 _/1 ( r ;C `�a r I ff / / COVER '1 EL.20.2 I U I Hl�' L, �i fir` { jA, t�0R�N LOT 31.1 I r o I I O !F) 1 - EL.20.0 Z, JAN 4 2017 �,Iu!U , , ;- K fi- t S 20 I- / i L.P.7s r' I p obi pj Io mxls' dJ j Southold Town ! I / ; 1 B(zrd of Trustles1 iL zl z % L/ / 11`-1 / 1 zsa EX ase to G 60_01 ' EL.213 50.00' %/' EL.21 t25�� ®_ EL.21.5 0 d) t'i4°21'2OnH EL.213 EL.20.5 FROPOSED PLOT PLAN/ PHOTO LOr ATI ON AND D I REGTI ON G L S N GK ROAD < SCALE. I " = 30'-0" GL.21b CL.213 GL 20.6 LLt °4a. � W F- A I � k! �1 • �1��� � �� f�df�4 ..� 1>;�� �R f4di.��'��"� f 1 ••� �� `tips- '� 1 l 1 Sol � -! 1�.-w;p,`rw •;�.. 4 `- WAS P , f.of , aE r , . f i; _. A' - �V ! zpY t@Tr h �7 •+� i � h��. � r • �e�9� ��31 1°�0>°�'S �, Ss R as � �ppppp�,,,,,y���, � Vr, . PWA ,F s •,, . �i�• !' . Lai ;l, . MM •-fit ,jl ti� ;) �Y �� � a ••_�_�`s�+Fr'. 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Box 1179 54375 State Route 25 = Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ": Telephone: 631 765-1938 ® Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: February 8, 2017 Re: LWRP Coastal Consistency Review for GEORGE ROCKLEIN SCTM# 1000-63-7-31.1 Todd O'Connell, Architect, P.C. on behalf of GEORGE ROCKLEIN requests a Wetland Permit to construct a 174sq.ft. addition to the seaward side of the existing 1 & 1 Y2 story dwelling with attached garage; construct a 1,264sq.ft. second story addition over existing first story and first story addition; construct a 41 sq.ft. front portico; and to install a 115sq.ft. concrete platform and steps to grade off of dwelling. Located: 875 Calves Neck Road, Southold. SCTM# 1000-63-7-31.1 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 recommendation that the action is INCONSISTENT with the below listed Policy Standards and therefore is INCONSISTENT with LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction The plans do not show the jursidictional setabck to the top of bank and therefore does meet Chapter 275. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Peter Young,Chairman y Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 9 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., February 8, 2017 the following recommendation was made: Moved by Peter Meeker, seconded by John Stein, it was RESOLVED to SUPPORT the application of GEORGE W. ROCKLEIN to construct a second-story addition, two-story rear addition and proposed front portico. Located: 875 Calves Neck Rd., Southold. SCTM#63-7-31.1 Inspected by: Peter Meeker, John Stein, Keith McCamy Vote of Council: Ayes: All Motion Carried ` P(631)650-6666 F(631) 650-6667 C(516)658-0325 +ARCH DD O'CONNELL www.tocarchiltects.com FTEC7 PC. todd@tocarchitects.com Wednesday January 25,2017 Town of Southold Board of Trustees Southold Town Hall Annex 54375 Main Road Southold, New York 11971 Re: George W. Rocklein Rocklein Residence 875 Calves Neck Road Southold, NY 11971 Section 63, Block 7, Lot 31.1 To whom it may concern: Please be advised that this office,Todd O'Connell Architect P.C., 1200 Veterans Hgwy.Suite 120, Hauppauge, NY 11788,is proposing the following additions to the aforementioned property: • Proposed first floor(174 square feet) • Proposed front portico(41 square feet) • Proposed second floor(1,264 square feet) • Proposed concrete platform and steps(115 square feet) Please don't hesitate to contact our office if you have any questions regarding this matter. - Sincerely, lig \�Qf1 r'::U�`\`•.i�r fi,, _- !�44 �•-(ll viii ' '• Tod O'Connell,AIA ' :i-,.,.u�, TOC:cmAi E � i moi'• •::si x :l�< ..�Vim. Fx.�!•.. :f John M bredemeyer Ill, President ��J"' �'/�OT' town Lyall Annex Michael J. Domino, Vice-Preside, g �� l0 54375 Main Road P.O. Box 1179 James F. King, Trustee ` J Southold, New York 11971-0959 Dave Bergen,Trustee G Telephone(631) 765-1892 Charles J. Sanders, Trustee 'Q ® �O I,YCoUFax(631) 765-6641 BOARD OF TOWN TRUSTEES p DD TOWN OF SOUTHOLD To: Southold-Town Building Department JAN 6 2017 Re-- Verification of Building Department Permit Requirements BUILDING DEPT. �J'i'�OI,D SCTM#: �3 ! 7^ �/, I TOWN OF SO Property Owner Name: RocKL8-w412C�-C� Date Sent to Bldg. Dept.: ' �- 17 The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below. YES NO illtheproposed project require a Building Permit? Q the proposed project require a variance determination from e Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: AA g ature o Reviewer �lDate John M.Bredemeyer III,President O��Qf S® 1 Town Hall Annex _u —`-Michael J.-Domino,Vice-Presfdent----_- - — ----- - _-____54375_R25________�____—_ P.O.Boxx 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® �� Telephone(631) 765-1892 Charles J.Sanders X44-'rou 11, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ZOffice Use Only Coastal Erosion Permit Application D Wetland Permit Application Administrative Permit / Amendment/Transfer/Extension JAN V Received Application: 1,4111 - 4 2017 Received Fee:$ Z-60i6V Completed Application i- ( SOW11old Town _Incomplete oar of Trustee _SEQRA Classificatioi. Type I Type IIy/ Unlisted tCoordination:(date sent) 2.3�(7 LWRP Consistency Assessment Form CAC Referral Sent: I Z-5,(I Date of Inspection: •7t l _Receipt of CAC Report: _Lead Agency Determination: Technical Review: Public Hearing Held: Z•l5�l7 Resolution: Name of Property Owner(s) Address Phone Number:(% 61 21 r(D Z-1 1 Suffolk County Tax Map Number: 1000 - (_Ot) "" 3 Property Location: �� � 0l� -2(00 -0 0 FF 6-IV2-T-C) (provide LILCO Pole#, distance to cross streets, and location) AGENT: -- -- (If applicable) —-Toaa o' onnell Architect, Nc 1200 Veterans Hwy,Ste 120 Address: Hauppauge, NY 11788 Phone:(631)650-6666 Fax:(631)650-6667 G �\ -�oard of Trustees Applicat, ) ---_--.-- Land Area(in square feet): 5 Area Zoning: � ' 4-0 Previous use of property: �� Intended use of property: Covenants and Restrictions on property? Yes V No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? \! Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. / Does this project require a variance from the Zoning Board of Appeals? Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? _ Yes No Does the structure(s) on property have a valid Certificate of Occupancy? / Yes No Prior permits/approvals for site improvements: Agency Date �f No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? V No Yes If yes,provide explanation: Project Description (use attachments if necessary): bat: ,O D A-DO 004 . 1 PC-AJ2- -A fg0 eo�i� Fag�—r foeTI Gia C 5 elyol 0 D[ :)oc o ie-*Z� —,oard of Trustees Applicat'_r i -v --WETLAND7TRUSTEE-LANDS A-PPLICATION-DATA Purpose of the proposed operations: '6e6o i'�� GJrpe�j M ow ,2 6-1-P(� l 61.1?( 11 CrJ , A1-,(61--) c Ire Co. Area of wetlands on lot: square feet Percent coverage of lot: ��- • I % Closest distance between nearest existing structure and upland edge of wetlands: , _ �`� o�b feet Closest distance between nearest proposed structure and upland edge of wetlands: 2q.(a`l feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? *2.0 .cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: A- feet Proposed slope throughout the area of operations: a Manner in which material will be removed or deposited: t57X CA1 Z A-n r4 rU� 6�0 I G 10 e aoN Ff�p /VRp e�cr)oe) 62/ ^^T&y -��- P 162 N4 lIE: °til 121 �OF4�-1 Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I -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 I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): 6 15 (A-IL4 F6 N 0 RA Brief Description of Proposed Action: 6o: o At) -n 2 c-'Tr01z1 p�o Tl 01-'4 Name of Applicant or Sponsor: N ( Telephor5i G e2l__11_7 6eo�_6e�_ (X)^ �wl`-�- 1'�l E-Mail: Address: 3fc) City/PO: State: Zip Code: f�)'Af kits N `F I i 1 O 0 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 ® —1 may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: �{ ❑ 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? c 0 1-5 acres c.Total acreage(project site and any contiguous properties)owned �(� or controlled by the applicant or project sponsor? 0'' o acres 4. Check all land uses that occur on,adjoining and near the proposed action. �� ❑Urban El Rural(non-agriculture) E]Industrial ❑Commercial U Kesidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Park I and Page 1 of 4 5. Is the proposed action, NO YE N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? ❑ \ ❑ 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ® ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ® ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ __f 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ [R 1 l.Will the proposed action connect to existing wastewater utilities? NO/ YES If No,describe method for ro iding wastewater treatment:F'��W�p 't��(A ® ❑ 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 YE wetlands or other waterbodies regulated by a federal,state or local agency? KI b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: :V 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: EV:1horeline ❑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? PT ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, / El ®/ a.Will storm water discharges flow to adjacent properties? ®NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: NO ©YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If es,ekplain purpose and'size: ❑ Ef 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: [4 ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE App licant/sponsorme: (�®elt-V_Ct\1 Date: S,6, 13,rs Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. 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 fes} reasonably available energy conservation or renewable energy opportunities? �J 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact -------- may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? u 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. EICheck 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 i pacts. Town of Southold-Board of Trustees b 17 Name of Lead lency Date ('C%"�Qi( J0 Y-i r" President Print or Type Name of RespQnsibh Officer in Lead Agency Title of Responsible Officer F Signature of Respo ible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 r' -'oard of Trustees Applicat "i AFFIDAVIT ^ BEING DULY SWORN DEP SES D AF RMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE D CRIBS PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY TH BOARD OF T USTEES DURING THE TERM OF THE PERMIT. S gn e of PriNperty Owner SWORN TO BEFORE ME THIS DAY OF De&eAMGj�2- SARAHOOHYUN KIM FNotary Public - State of New York NO 01 K16054927 Qualified in Nassau count mmission Expires Feb 12, I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of _ this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. �o YOUR NAME: i'S d C C-e- t" t i�S LR e r.C,_ riJ r (Last name,first name,piddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building v. Variance Trustee �— Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other;name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed,by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ��day,of Signature Print Name Form TS I 3 (---,Board of Trustees Applicat, 'i AUTHORIZATION (where the applicant is not the owner) I, �a '�(a� ��• RLC-r—L(ll residing at 36 Imo`J�G Of4 - (print name of owner of property) (mailing address) do hereby authorize (Agent) —TOV 0 KeL(1- ('fQ G 4 61-u to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Ow er's si re) PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: e0 RocAeVa;'A Address: e STATE OF NEW YORK COUNTY OF SUFFOLK residing at w a-u pD I klpS being duly sworn, deposes and says thation the ^— y of ,20�, deponent mailed a true copy of the Notice e s App set forth in the Board of Trustlication, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were-madedat the United States Post Office at that said No ' re mail eac id persons by CERTIFIED M RECEIPT. I Sworn to before me this Day of 20�� MICHELLE SIMPSON NOTARY PUBLIC STATE OF NEW YORK SUFFOU(COM UC.# 1S16097359 COMM EXP. j I Notary Public jU.S. Postal Service"' irk Domestic Maii Only r`- , ru Ir ru Postage' $ Er Cerhfied Fee' F , 'I Postmark- O ReturnReceipt Fee e O (Endorsement Required) C3 Restricted Delivery Fee (Endorsement Required) ^ P 1 p/ co Total Pnstaae&Eees__� _4 L/U4_ -�_n.{'r ru Senti Morandina Living Tr t� C3 oaP 1035 Calves Neck RoacF903.,5 p�g .� ®�, CiryS' - " �=----------- Southold, NY 11971 NMI TM Postal • --- , I QiS. Postal Service U.S. GERTIFIED ■ ■ ; ■ O ■ ■ co B• eStic Mail I z' I• - • rif ru nJ117 ru Postage $ ru $ Qi Postage ., •, , Certified Fee, Certified Fee O Return Receipt Fee Her O Return Receipt Fee Po k O (Endorsement Required) H M (� �✓ � p (Endorsement Required) Restricted Dehvery Fee �' C3 (Endorsement Required) Q': Restricted Delivery Fee r` _ LIU z_ 0Yjm� � � (Endorsement Required) ^ l 7 p CO Totl �aaa vee -- sf_ -1 ��r Total'P c.� er cm 7 Z IO (�–� C: ' Antoinette Notar �` f ru 'I–gen —�' - J > sentro1 William Boak w.q.�_ i 625 Calves Neck Road `� f a �.a ��` � orP � Street& 950 Calves Neck Road Tag 3------- -` [` orPQe '-- CIN Southold, NY 11971 cry,su Southold, NY 11971 T im Ht INU ILL: U ARING , NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: GEORGE ROCKLEIN SUBJECT OF PUBLIC HEARING : For a Wetland Permit to construct a 174sq.ft. addition to the seaward side of the existing 1 & 1% story dwelling with attached garage; construct a 1,264sq.ft. second story addition over existing first story and first story addition; construct a 41sq.ft. front portico; and to install a 115sq.ft. concrete platform and steps to grade off of dwelling. Located: 675 Calves Neck Road, Southold. SCTM## 1000-63-7-31.1 TIME & DATE OF PUBLIC HEARING : Wednesday, February 15, 2017 — at or about 5:30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1692 Town of Southold ---— ---- -- ------- ---- L-WRP-C-ONSIS-T-E-NC-Y-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 ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town2 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# &( ? - I - 31 - 1 PROJECT NAME f�t 0 G K LV WG - The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ 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: d Nature and extent of action: Location of action: 52!57 64w&c-, A6GK-- Site acreage: Present land use: �(O��(�� Present zoning classification: 40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: t �- B (b) Mailing address: (c) Telephone number: Area Code(rr (p (.p-2-7--] (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? 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. iO Yes ❑ No [] Not Applicable - M �W, Uj 9 LL OF QF- C C86- 5 l T itEod) n Pr 0 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable r4 o Gi.fA c)r5 w 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 Ell 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 ® Not Applicable Nt� I"�� 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 1:1Yes ❑ No Not Applicable L) u 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. ❑ ❑ [54 l 1 Yes No Not Ai _cable 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 M Not Applicable Al `; ! - Ll® 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. El Yes 1:1 �=1 No Not A plicable _ *;' S 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 LWIIP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeO No 9 Not Applicable -Ko 10 Attach additional sheets if necessary WORKING COAST POLICix:. _ P-olicy 10._Pr_otect_Southold's-water-dependent-uses-and-pr-omote-siting-oUnew-water--dependent uses-in ---- suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No rkA"'Not Applicable SIC 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. 1:1 Yes 1:1 No u Not Applicable ' - au(, _ ® 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. 1:1Yes El No No u Not Applicable U L QKA- C -- 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 [q Not Applicable R7 I - y� PREPARED BYK, -� (� • L�=L��I� TITLE )SIL IRATE i li-7