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Home My WebLink AboutTR-10001A Glenn Goldsmith,President ��OF SOUry� Town Hall Annex A. Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10001A Date of Receipt of Application: September 24, 2021 Applicant: Halit Sadik Legacy Trust SCTM#: 1000-33-1-16 Project Location: 2200 Sound Drive, Greenport Date of Resolution/Issuance: October 20, 2021 Date of Expiration: October 20, 2023 Reviewed by: John M. Bredemeyer, III, Trustee Project Description: Construct a 2,576sq,ft. second floor addition entirely above existing first floor footprint, consisting of four(4) bedrooms; fireplace; five (5) baths, laundry, storage; and a 844sq.ft. rear terrace with spiral stair; and to construct a first floor 42sq.ft. entry from existing porch with stairs. - - Findings:�The projecf meets all-the;i-equireinents for issuance"of an Administrative - -" ---� - - - - Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Joseph M. Bello, RA last dated September 21, 2021, and stamped approved on October 20, 2021. Special Conditions: Installation of an Innovative Alternative Wastewater Treatment System. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President �QF so(/ry Town Hall Annex A. Nicholas Krupski,Vice President 01 54375 Route 25 meer III P.O. Box 11 79 John M. Brede Y � � Southold, New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Fre-construction"hay bale li"ne/silt bbom/silt curtain =1; d of cotistuction.4 _ cors ructed~ = f x. When:project complete, call for compliance inspection; SECOND FLOOR & SECOND FLOOR TERRACE W SPIRAL STAIRCASE GREENPORTPROPOSED � - FIRSTNEW YORK `� � ; FLOOR ADDITION ENTRY FIRST FLOOR ALTERATIONS FOR NEW STAIRS� LONG 1 SLAND6334 Northern Boulevard SO VIED East Norwich, New York 11732 WATER -•- 11 Broadway - Suite 3 WA,1.E Amityville, New York 11701 R LINE RECORDED ON 07/28/ 73000,00�� 21 @ 9.00am 516.308.4646 Phone E7 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com 110 .00 www.JoeBelloArchitects.com z C DATE ISSUED: 9-8-2021 -Working Drawings (� N9-21-2021 -Issued to Trustees C N G � W Ul N,) O X = - - M EL. 78.28' WOOD DECK 19.4'x10.0' =�OT117 = LOT - L W 118 EL.32..33 x PROSE® BY WOOD DECKS = BOARD OF 1 RUSTEE MMENDMENT: 8.0'x3.8' TOWN OF SOUTHO! O v WOOD DECK - 1 DATE pCVe6;4e Zv I zoZ( o� � 8.2x9.5' DO L , °p 0-) EL.47.80' x k k X TOP OF BLUFF o GATE ti rn U-1 o w 4�- L�! o LAWN COSTAL EROSION LINE 1431, XEL.47.67 EL47.57 'x o Z -n40.9 m IN GROUND m ZONING ANALYSIS TOWN OF SOUTHOLD Z SWIMMING POOL `6 DRAINS @6' 2200 SOUND DRIVE GREENPORT NEW YORK 11944 ZONE: R-40 M PROPOSED m xEL.47. 650 11 13 EL.47.47'x 411 SPIRAL S AIR �I SCTM# 1000-033.00-01.00-016.000 31 SF. k' ENCLOSEDm STONE PATIO f;, PROPOSED R x ISSUE REQUIRED/PERMITTED EXISTING PROPOSED SECOND FLOOR, ,yi� , ,//i//iiia/;;/i/�; !i%%/, _._._._._. 6"WOOD WALL---*' 14.9 GATE 8.4' LOT AREA 40,000 SF. 33,352 SF. 33,352 SF. (NO CHANGED) 18 4' I % W W TERRACE LOT COVERAGE 20.0%=6,670 S.F. DWELLING 2,724!'SF. DWELLING 2,766 SF. z I j % 813 SF. FRONT PORCH 285 SF. FRONT PORCH 243 SF. EXISTING (� 2 STORY FRAME BUILDING PROPOSED w��/ SCREENED PATIO 855 ISF. SCREENED PATIO 855 SF. IK POOL EQUIPMENT - w/ F:F.EL.4 7,8.3' W.W. SECOND FLOOR �A D INGROUND POOL 614 SF. INGROUND POOL 614 SF. EXISTINGA/CARAGE RIDGE EL. 79.83' 2,576 SF. TOTAL 4,4795F = 13.4% SPIRAL STAIRCASE 31 SF. ----i'❑ ;[+--ELEC RI RESIDENCE TOTAL 4,510 SF = 13.5 % PROPOSED A/C EL.47.53 N�,-; ROPOSED ALTERATIONS -•- �'',";'� -GAS TO FIRST (FOR NEW STAIRS) 2200 Sound Drive )W.W. METER MIN. LOT WIDTH 150.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) X STONE PVMNT. % 2 ry %::;-.� 276 SF. Greenport MIN. LOT DEPTH 175.0 FT. 314.81 FT. 314.81 FT. (NO CHANGED) m \ROOF EL.46. 8'x 16.8 New York, 11944 PROPOSED FRONT YARD MIN. 50.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) FIRST FLOOR SIDE YARD MIN. 15.0 FT. 14.9 FT. /16.8 FT. 18.4 FT. /16.8 FT. (TO PROPOSED 2ND FL.) °' xEL.45.88' ADDITION 4 0 42 SF. SIDE YARD AGG. 35.0 FT. 31.7 FT. 35.2 FT. (TO PROPOSED 2ND FL.) r o a, m EL.47. 37 'x 7a 0 MIN. REAR YARD 50.0 FT. 160.5 FT. 153.4 FT. (TO PROPOSED SPIRAL STAIR) Z <m D EL.42.48'x when a registered design 1 * ,- When professional has stamped and MAX. HEIGHT 35.0 FT. & 2-1/2 STORIES 16.7 FT. 33.75 FT. (TOP OF PROPOSED RIDGE) m m signed this page(blue ink), they o are attesting that to the best of INFORMATION TAKEN FROM SURVEY PREPARED BY: o his/her knowledge, belief, and professional judgement, such CONSTRUCTION LAND SURVEYING j m plans and/or specifications are 61-04 79TH STREET i in compliance with the latest EL MIDDLE VILLAGE, NEW YORK 11379 �i .44.85x LAWN New York State Building Code. P: 347-981-8435 WWW.CSESUWALA.COM Q, © copyright 2021 DATED: 7/28/2021 w -CD -I DRAWING LIST: t.Nv m LAWN EL.40.28'x ED ARO 00 0M- SHEET SHEET DESCRIPTION REVISION # DATE O C X GN-1 GENERAL NOTES: SITE PLAN co 00 - SC-1 SCHEDULE:WINDOW& DOOR EL 4 7.00 x N �, � A-1 PLAN: FOUNDATION FL 40.27 x A-2 PLAN: FIRST FLOOR POINroFBEGINNING --- 9 03 s7o �pQ' EL 4 0.04 'x F NES ° 2 "'10 - - A-3 PLAN: SECOND FLOOR TC.39.48 S 69 ----- -� �__ 00.00' A-4 PLAN: ROOF SC.38.50' ; FILE: \6"STONE CURB _ TC.38.32------------�_ 21137 A-5 ELEVATIONS: FRONT(EXISTING & PROPOSED) CL.38.58' 8C.37. 77; SCALE: A-6 ELEVATIONS: RIGHT(EXISTING & PROPOSED) AS NOTED CL.37. 75' D DRAWN BY: ( (� [ A-7 ELEVATIONS: REAR (EXISTING & PROPOSED) SOUND (SO' WIDE A-8 ELEVATIONS: LEFT(EXISTING & PROPOSED) ) DRIVE �� RWC '. Site Plan SEP 2 4 2021 SHEET: Southold Town SCALE : 1" = 20' Board of Trustees GN =1 DOOR SCHEDULE F F a Q unless noted ' �'; otherwise on plan MARK TYPE MANUFACTURE CATALOG # SIZE SWING MATERIAL REMARKS Double Top Plate 2 1' i FIRST FLOOR 2 �' / 100 EXTERIOR GRADE ENTRY DOOR 'SIERRA PACIFIC' TIMBER CURTAIN WALL SYSTEM SEE DETAIL SCH-2 LH SEE DETAIL SCH-2 6334 Northern Boulevard >< u` Window Header t • •~•- '• ' •� East Norwich, New York 11732 LLL (see plan) 101 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 6'-8" POCKET MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES Ll �•� LLL tl-t 102 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 21-811 X 61-811 RH MDF 11 Broadway - Suite 3 LLL 1"thick rigid insulation filler Amityville, New York 11701 JLI� (Typical in ext.walls) 103 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 6'-0" X 6'-8" DBL POCKET MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES Lk 104 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 5'-0" X 6'-8" LH / RH MDF • 516.308.4646 Phone 105 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-8" X 6'-8" LH / RH MDF13 .516 . 80924 .. , . . 13 . 24 Fax Window Head ~- •• ~ � ' � � 'EXISTING' � �� Info@JoeBelloArchitects.com 7'-0"A.F.F.(typical) 106 INTERIOR SOLID CORE DOOR TRUE STILE EXISTING 2 -6 X 6-8 RH MDF www.JoeBelloArchitects.com tects.com 107 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 6'-0" X 6'-8" BYPASS MDF TYPICAL HEADER TYPICAL DOOR JAMB 108 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" LH MDF 109 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-4" X 6'-8" RH MDF DATE ISSUED: 110 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 4'-4" X 6'-8" BYPASS MDF 9-8-2021 -Working Drawings 111 INTERIOR FIRE RATED DOOR 'TRUE STILE' 'EXISTING' 3'-0" X V-8" LH MDF & METAL 3/4 HOUR FIRE PROOF SELF CLOSING DOOR 9-21-2021 -Issued to Trustees 112 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-4" X 6-8" LH MDF \ 113 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" RH MDF 114 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X 6'-8" POCKET MDF Gyp.Board Casing to be selected 115 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X 6'-8" LH MDF (typical) � -- - 1/4"reveal \ 116 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 21-0" X 61-811 RH MDF (typical) 117 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" RH MDF \ 118 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-8" X 6'-8" LH / RH MDF i"x Flat Poplar 119 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD \� to be painted \ 120 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD / shim space 121 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD j 122 IN-SWING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 2'-8" X 6'-8" RH GLASS & CLAD AMMENDMENT: / 123 EXTERIOR SOLID WOOD DOOR 'EXISTING' 'EXISTING' 2'-4" X 6'-8" LH WOOD 124 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' T-0" X 6'-8" LH WOOD 125 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' 3'-0" X 6'-8" RH WOOD Rough Opening O (see plan) 126 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' 3'-0" X 6'-8" RH WOOD SECOND FLOOR 200 INTERIOR SOLID CORE DOOR 'TRUE STILE' T52020 2'-8" X 7'-0" RH MDF TYPI("_%0AL CASED OPENING / 201 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-6" X 7'-0" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES i 202 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" DBL POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES i 203 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF / 204 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-0" X 7'-0" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES 205 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF To"a" i 206 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" LH / RH MDF / TO"B" 207 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF 208 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" LH / RH MDF FROM"A" 41 FROM"A" It 209 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF LEFT HANDED RIGHT HANDED TYPICAL INTERIOR DOOR ,_ „ 210 INTERIOR SOLID CORE DOOR TRUE STILE TS2020 21-611 X 7 0 RH MDF 211 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF 212 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF WINDOW NOTES: INTERIOR DOOR NOTES: 213 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" RH MDF SADIK 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS BY'MARVIN' 4-9/16"JAMBS WHERE 214 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020* 2'-8" X 7'-0" RH MDF 2X4 STUDS. HARDWARE AS SELECTED BY OWNER. (TYPICAL FOR WINDOWS IN NEW 1. ALL INTERIOR DOORS TO BE SELECTED BY OWNER 215 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF RESIDENCE 2X6 WALL CONSTRUCTION) NEW WINDOW IN EXISTING 2X6 WALL CONSTRUCTION 2. ALL INTERIOR DOORS ARE TO HAVE —� TO HAVE 6 9/115"JAMBS. GENERAL CONTRACTOR TO FIELD VERIFY WINDOW -STICKING AND PANELS AS NOTED 216 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" RH MDF 2200 Sound Drive SCHEDULE TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. -5/4"JAMBS WITH SQUARE CORNER HINGES 217 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF Greenport 2. WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS SET FORTH BY - 1/2"X 1-5/8" OG STOPS. 218 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 11172 XO 11'-0" X 7'-2" SLIDING CLAD & GLASS New York, 11944 2015 IRC R308.1 AND MEET THE CRITERIA FOR CATEGORY H AS INDICATED IN 2020 3. ALL DOORS TO BE PAINT GRADE MDF U.O.N. ON 219 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 11172 XO 11'-0" X 7'-2" SLIDING CLAD & GLASS RCNYS R308.3 SEE GN-04 DOOR SCHEDULE. 220 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 151072 OXXO 15'-8%" X 7'-2" SLIDING CLAD & GLASS 3. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 4. FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR. RCNYS, PART R310„1.1. SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN 5. AT POCKET DOOR UNITS,ADD 1"TO LEFT HAND SIDE 221 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 151072 OXXO 15'-8%8" X 7'-2" SLIDING CLAD & GLASS STILE (FROM'A'TO'B') AND TOP RAIL TO ACHIEVE EMERGENCY,SHALL HAVE A MIN.AREA OF FIVE (5.7) SQ.FT, WITH A MIN. ATTIC professional has stamped and DIMENSION OF 20" IN WIDTH, AND MIN. DIMENSION OF 24" IN HEIGHT,WITH EQUAL STILES AFTER INSTALLATION OF FINISHED When registered design BOTTOM OF OPENING NO HIGHER THAN 42" A.F.F. JAMBS ATTRIM. 300 PULL DOWN ATTIC STAIRS 'AS SELECTED BY OWNER' FLUSH PANEL 2'-6" X 4'-0" MIN. PULL DOWN ALUMINUM UNIT SELECTED SHALL BE INSULATED W/AIR SEAL, MIN 300## RATED signed this page(blue ink), they are attesting that to the best of 6. VERIFY ALL SWINGS WITH PLANS. his/her knowledge, belief, and 4. 'MARVIN' REPRESENTATIVE IS TO FIELD MEASURE EXISTING WINDOWS,TO BE 7, ALL DOORS, DOOR TRANSOMS, AND ADJACENT WINDOW SCHEDULE REPLACED& IS TO FIELD VERIFY EXISTING R.O./ M.O. PRIOR TO ORDERING SIDELITES TO BE TEMPERED GLASS,AS PER 2020 professional judgement, such REPLACEMENT UNITS. IN COORDINATION W/GENERAL CONTRACTOR. plans and/or specifications are NYSRC in compliance with the latest MARK TYPE MANUFACTURER UNIT SIZE CATALOG # LITE CUT QTY U VALUE SHGC REMARKS: New York State Building Code. 5. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO RESIST THE © copyright 2021 DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2)ADJUSTED FOR HEIGHT AND A SLIDING WINDOW EXISTING 2'-8" x 1'-0" N/A N/A 3 EXPOSURE PER TABLE R301.2(3). UNITS SHALL BE TESTED BY AN APPROVED WINDOW SPEC: B CASEMENT 'WEATHER SHIELD' 2'-11%" x 4'-11%" 3050 SEE ELEVATION 9 EGRESS COMPLIANT - 212/213/214 TEMPERED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUF. PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO FIXED 'WEATHER SHIELD' 6'-5%" x 9'-11%" 65102 SEE ELEVATION 1 TEMPERED SERIES: SIGNATURE ED AAc INDICATED COMPLIANCE WITH THE REQUIREMENTS OF AAMA/NWWDA 101/1.S.2. INTERIOR FINISH: PRIMED INTERIOR 0 CASEMENT 'WEATHER SHIELD' 2'-3%" x 4'-5%" 2446 SEE ELEVATION 3 6. WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS EXTERIOR FINISH: BLACK O AWNING 'WEATHER SHIELD' 3'-11Y2" x 2'-11Y2" 4030 SEE ELEVATION 1 MEETING THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF HARDWARE: RUSTIC BRONZE , � n 1-911 ASTM E 1886 REFERENCED THERIN. PROTECTIVE PLYWOOD PANELS SHALL BE 7/8" SDL MUNTIN BARS AS PER ELEVATIONS O FIXED EXISTING 4 -0 x 6N/A N/A 1 MARKED AND STORED ON SITE. NOTE: CORDINATE FINAL COLOR AND OPTION 6 CASEMENT 'WEATHER SHIELD' V-11%" x 4'-11Y2" 2050 SEE ELEVATION 1 TEMPERED SELECTION WITH OWNER PRIOR TO ORDERING ' ' 3f-11Y211 '- 1 4050 SEE ELEVATION ��qT 03 7� y°Q� 7. 'MARVIN' REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR WITH LATEST CUTSHEET 0 FIXED WEATHER SHIELD x 4 11/ 1 OF R.O.AND M.O. FOR SPECIFIED UNITS. CONTRACTOR TO COORDINATE REQUIRED I FIXED 'WEATHER SHIELD' 2'-11%" x 4'-11%" 3050 SEE ELEVATION 1 TEMPERED NE`I`I O OPENINGS. .I AWNING 'WEATHER SHIELD' 2'-11%" x 2'-11%" 3030 SEE ELEVATION 3 TEMPERED FILE: 8. CONTRACTOR TO COORDINATE UNIT SIZE, REQUIRED R/O AND M/O WITH WINDOW 0 CASEMENT TRANSOM 'WEATHER SHIELD' 2'-11Y2" x 1'-11Y2" 3020 SEE ELEVATION 2 21137 MANUFACTURES SHOP DRAWINGS L FIXED 'WEATHER SHIELD' 4'-11Y2" x 4'-11%" 15050 SEE ELEVATION 1 SCALE: AS NOTED L� [� DRAWN BY: RWC SEP 2 4 2021 SHEET: Southold Town S C 1 Board of Trustees P r c 6334 Northern Boulevard East Norwich, New York 11732 - -- -- ---- - - ❑ ----�E_ UP r c 0Z4 C 6334 Northern Boulevard East Norwich, New York 11732 -- -------------- --- ------------- -- ------------- --- ------ - - ------------------ -------------- --------- - ---------------------------------- 11 Broadway - Suite 3 ----- 24 0�� 125 126 - ------------- Amityville, New York 11701 II II II II 516.308.4646 Phone I 1 516 . 813 . 0924 F a x lnfo@JoeBelloArchitects.com www.JoeBel[oArchitects.com II 123 EX15TIWo 7 SCREENED PAW tl FA5TIN6 DATE ISSUED: OUTDOOR 9-8-2021 -Working Drawings 5WHER 9-21-2021 -Issued to Trustees /122 107\ L I II 11 121 120 119 I I EX15TINC7 )�JO�Rl !V 118 116 114 EXI511% EX15TIN6 EXISTING DININ6 ROOM BATHROOM*3 BEDROOM#2 113 115 117 EX15TIN67 15T1N6 AMMENDMENT: --------I KI.G. KI.G. -------------- EX15TIN6 EX. LINEN CLOSET EX1511% 73/1� INFILL BASED cAuWT5 DN POOL 16 EA511N6 TO MATCH EX15TIN67 114 I EQUIPMENT I EX1511% L1\AN6iWM WALL FORMER K/V E(�aON EXI511% BATHROOM#I. LQ�Pj EX15TIN6 E3A7VP_,0_07M#2 112 0 KITCHEN III I I I EXISTING HALLWAY Ex"C'E x JJJ L 105 /106\ 106 11 COORDINATE N/EX. I IAPPLIANOE DEPTH C I I +/- I EX15TIN6 CLOSET 11 2 "A I rw -7 VaOGATED EX15TINC PARTRY--\ GARAGE U�j CABINETS TO JINFILL - .nAp PC FORKRi4M6ERATOR EX EXISTING CEILIN6J 104 LOCATION I I ELECTIZIG -------------------- E-==_ EX15TIN(5 OPEN TO ABOVE I r METER EXPANDED ENTRY P BEDROOM#1 STAIR HALL r--------------------- ------------------- 4MIJ z z zt----- ;4, 103 F-9 '4- INDIGATE5 TO EIEiRD40VED M" cv L------ SADIK EX. r _5T_QFW6E 06A5 T METER. RESIDENCE _J 0 T N6 Q07 bF7 0 QI 2200 Sound Drive TO CN14 PRDP05W �I Greenport I 126 ------- PAN1RY % New York, 11944 O /101\ /102\ MOPIFIED II PORCH .241-11 151-00 I L V ------------------------------------------- --------------------- ------------ When a registered design L 771 ------ --------- - ------------ --104 ---- - professional has stamped and /2 0-1\ eJ 104 105\ signed this page(blue ink), they are attesting that to the best of GENERAL NOTE: V-32 IIY0° 4'20 4!-2" 5-111 V-41' 2'-10° 7-101 3'-01 his/her knowledge, belief, and THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH W-41 23'-0' professional judgement, such THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY ■ plans and/or specifications are CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL in compliance with the latest New York State Building Code. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS ri First Floor Plan AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN @ copyright 2021 THE FIELD PRIOR TO CONSTRUCTION. � AJ-2SCALE : 1/4"= 1'-0" FRAMING NOTES: WINDOW&DOOR NOTE: CONCRETE NOTES: PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE Legend ED ,4z�e PROVIDE 1 118"X 1 1/4"DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. M. & GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS ALL BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: PLACING THE SLAB. PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. ------ CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 V 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. 8"P.C.FOUNDATION WALLS CARBON MONOXIDE DETECTOR FIRE BLOCKING AS PER 20210 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. ------ 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS MULTI SENSOR SMOKE DETECTOR 'x SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING TO CEMENT RATIO OF 0.45. ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE EXISTING CONSTRUCTION: INSTALLED PER 2020 RCNYS 03 -10 SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. I 2x4 EXTERIOR WALLS VIF N FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 CAST AGAINST SOIL 3" CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB ------ riD INSTALLED PER 2020 RCNYS SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND EXPOSED TO WEATHER(FORMED) 1 1/2" TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFYARCHITECTNEW CONSTRUCTION: MAGNITUDE. ALL WINDOWS&DOORS TO BE BY'MARVIN'. MUNTIN BARS AS PER NOT EXPOSED TO WEATHER ill OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY 8"P.C. FOUNDATION WALLS FILE: ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. 16"x8"KEYED P.C. FOOTINGS _JL STEEL BRIDLE OR FLUSH CONN. 21137 INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR ------ WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. --- NEW HEADER OR GIRDER SCALE: ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN NEW CONSTRUCTION: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO 2x6 EXTERIOR WALLS AS NOTED NOT GREATER THAN 200 AS PER SECTION R319 ORDER. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F. PLACEMENT. 2x6 INTERIOR WALLS U.O.N. SHEAR WALL HOLD DOWN CONNECTION BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM AND RISING MIN. INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE r____1 (9 AS PER 2020 RCNYS. SEE GN-03 DRAWN BY: RWC SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A TO 2020 NYSRC, PART 310.1.1.SUCH OPENING SHALL NOT IMPEDE NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS SOLID POST ON A 30 x30' DEEP 11 POST ABOVE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A EGRESS IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED POURED CONCRETE FOOTING HEFT: WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF V HEIGHT OF NOT LESS THAN GFT ABOVE THE FLOOR. ANY GLAZING IN SHOWER OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. WIRE MESH. SOLID POST IN WALL 0 J�9 STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. pn�I I J A-2 0 U11 OLI C 4 2021 Southold Town Bo@ird of Trustees_--i \� 6334 Northern Boulevard \ East Norwich, New York 11732 —0— 11 Broadway - Suite 3 IIII 64'-t3' ■ Amityville, New York 11701 IIII 3-0 IIII 6"('-8■ 516.308.4646 Phone III 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com '-r------ \ www.JoeBelloArchitects.com I I 1 \\ I � ii iii 67-8 DATE ISSUED: III -t'A' 14'-5 " I6'-7° 20-0' 9-8-2021 -Working Drawings II III III 9-21-2021 -Issued to Trustees II III II III I I III 218 219 220 221 I _ �1 14'-0' 5 " 14'-0" 5 ' IS'-0' 51" _I_J - IQ'A' 5�' 2oa ry I e �V II I is II I jl l PROP05ED I BEDROOM #5 4 it _ PROP05M 4- - III I r'- I BEDROOM #(6 ' i 205 BEDROOM ##3 BEDROOM M ##4 I AMMENDMENT: III I III h J IL--- Ilr----- 17'-41" III ----- nl I 203 ILU O I — ---_ u� III �v a-' � � t I -- 1 ■ ----- i ■ --_i ■ e I r-- — i ■ f� ■ m it i——— — ■ ! 8' bix' t 4'-0° 5 41-1. 5 ' 4-6 5-0 5 { i5-p ; 2-6 5 ' 4-I 5 ' - 5 ' 6'-t3' S 201 7'-1■ 5 ' 11 1 206 �T} 0Of"j=#4 216 217 1L7 lu 212 2131 v 206 X07 ATHI�O _ Q 05ED t> D O j _ Op05 I --- w � VI Ny p _I � `r CIL, p �� III ',�• r �I I LINEN '� L J VJ III - Lis J 215 211 — -- -- — O z 202 III - O O 208 205 200 O — cV I III -«v -- m r-------- tt� I it 1300 Q I I 1� 36'H16H 6UAFDRAIL PER 2020 RCNYS Ij1 21 210 _ 209 I III / �� ♦- - �-_' rt C-. 203 7 I - r--- 207 PROPOSED `� '� --- I�_J� '� {PR 05ED OP1=N TO BEloW ---I- II 5TORA6E o --- ,�1 -_ ° - i o { 1i I ' ' � r I LAUNDR _ �+ III 51' I6' f 5 ' 3'-0■ ' C ' 9' "{{_� = 5 " 20'-3 ' - C�'-b' I VAD'K 1► I - 0 III 2H3 —— -- P -- - r RESIDENCE _141 I a�- r , i � A - �4bM II i I II -- - -- -- i -�- II I 11 z 1-- I m b ► 212 z13 21a I 1 215 -- - 204 2200 Sound Drive -*� 11 e B e II ---- -- ----- iiii �_ 1 1Greenport II I----- ---L InI ------- __==3iTQE_-_- ___=====JAI o --- -- ----- ----- -� .. .� ' New York, 1 944 TE 210 211 - -- -- ———— K K 208 209 - B I e 216 5 ' -0. ■ j - ■ r(--1 " I m =__________= 2�02 —— — J I When a registered design 201 �_-� professional has stamped and signed this page(blue ink), they 7'2' 3'-31' T-2- S'-8' 4'-II ' 4'-I6' 4'-31' 5LII' c 64 VA' 4'-2' are attesting that to the best of GENERAL : his/her knowledge, belief, and professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH b1W plans and/or specifications are THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY in compliance with the latest CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL New York State Building Code. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS I Second Floor Plan AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN © copyright 2021 THE FIELD PRIOR TO CONSTRUCTION. A-3 SCALE : 1/4"= 1'-0" FRAMING NOTES: WINDOW&DOOR NOTE: ROOFING NOTES: Legend ��RED A f? SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. c� GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. C?� P� e& FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; — EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND 8"P.C.FOUNDATION WALLS CARBON MONOXIDE DETECTOR ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 FLASHING TO EXTEND MIN. 8"UNDER SHINGLES PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED FIBERGLASS BATTS TO FIT SNUG ""` * AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR I' ��! BETWEEN CEILING JOISTS, 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE ------ SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE INSULATION. EXISTING CONSTRUCTION: sn MULTI SENSOR SMOKE DETECTOR 032 p yOQ� INSTALLED PER 2020 RCNYS SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND � 2x4 EXTERIOR WALLS VIF `QF E\h1 FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. rig SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36" ------ INSTALLED PER 2020 RCNYS ALL WINDOWS&DOORS TO BE BY'MARVIN'. MUNTIN BARS AS PER WIDE EA. SIDE OF VALLEYS. ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT NEW CONSTRUCTION: FILE: MAGNITUDE. @ i 'a�; < ' . P.C.FOUNDATION WALLS JL STEEL BRIDLE OR FLUSH CONN. 21137 ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT" (OR 1 16"x8"KEYED P.C. FOOTINGS INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED AT EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH ------ WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS.GENERAL CONTRACTOR ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH FILTER VENT AS MANUF. BY'AIR VENT(OR EQUAL) --- NEW HEADER OR GIRDER SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM NEW CONSTRUCTION: AS NOTED ORDER. DOWNSPOUTS W/BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION 0 2x6 EXTERIOR WALLS NOT GREATER THAN 200 AS PER SECTION R319 DOWNSPOUTS AT 40 LINEAR FEET MAX. OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH 2x6 INTERIOR WALLS U.O.N. SHEAR WALL HOLD DOWN CONNECTION AS PER 2020 RCNYS. SEE GN-03 ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE VENTILATING DRAWN BY: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED �--, RWC SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A TO 2020 NYSRC, PART 310.1.1.SUCH OPENING SHALL NOT IMPEDE PROVIDE ALL END CAPS, ELBOWS,SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE SOLID POST ON A 30"x30"x18"DEEP 0 POST ABOVE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TOA EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK I I 3 - — r� EET: WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE I I POURED CONCRETE FOOTING r� �_ l� HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER �- L--J ■ SOLID POST IN WALL OR '� I N—' STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN 6"ABOVE FINISHED FLOOR. PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. 20r A-3 SouiC�old Town Roard of Trus`ces.-____i F-1 I F 1,'a Q) 6334 Northern Boulevard East Norwich, New York 11732 11 Broadway - Suite 3 Amityville, New York 11701 516.308.4646 Phone 5 16 . 8 13 . 0 9 2 4 F a x lnfo@JoeBelloArchitects.com www.JoeBelloArchitects.com DATE ISSUED: 9-8-2021 -Working Drawings 9-21-2021 -Issued to Trustees _T — ------- - - ------- -- ------- - ------------- ------ ---- X -f=r-- A I --------=1.1 +A— —------------ ----------- TIRWIDE 1(,E 4 MTM 5HIE1D AMMENDIVIENT: - EXTENDING PROM EAVE TO H14.3b' —— --------= ON-ROOF FROM EXT,WALL A5.PEP,2020 N(5PZ1-r---------_--------------- A ------ -A-1 LIFETIME ARCHITEG111RAL A5PHALT -A-1 -1-A ROOF 5HIN61LE5_6011-OR AND-51)1-E -A I TO BE 5ELEGTE0 13Y OWNER 11A —AWITH ----------------------- SPRALTRID6EGAP __, ------ -60NT1NJ0U51;W6E VBT Li r------------- - ------------- ---------- I I CADPPER 5TtP--- r- _7-R_A5HIN(5 - A- H 1-4 1A I F A L 7= ---------- ----—– ------------ - ------------------ -�l-A- A A 0= ------ ------- =1-A _J --- A-1 > SAD IK A I 12- --- RESIDENCE __J L - -- - L _4 4- 2200 Sound Drive r Greenport L L LL _ i L New York, 11944 TITI 71, 111 1 111i I I I1, I Hh L - 117fi When a registered design --------- - professional has stamped and signed this page (blue ink), they are attesting that to the best of GENERAL NOTE: his/her knowledge, belief, and professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH MAG METAL ARCHITECTURAL STANDING SEAM plans and/or specifications are THE GENERAL NOTES SHEETS(GIN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY VD01 .COLOR A5 5ELEGTW BY ONNER in compliance with the latest CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL Roof Plan New York State Building Code. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN SCALE: 1/4"= P-0" @ copyright 2021 THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW&DOOR NOTE: ROOFING NOTES: SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. Legend D Ac1C, tij GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. PH I�Z_l FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'1 TO BE PROVIDED WITH (2)2x8 HEADERS; EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 FLASHING TO EXTEND MIN. 8"UNDER SHINGLES PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED FIBERGLASS BATTS TO FIT SNUG BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR 8"P.C.FOUNDATION WALLS CARBON MONOXIDE DETECTOR 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN I INCH CLEAR AIR SPACE ABOVE ------ P SIZES, COLOR ETC.W1 OWNER PRIOR TO ORDERING BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE INSULATION. EXISTING CONSTRUCTION: MULTI SENSOR SMOKE DETECTOR 032 SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND 2x4 EXTERIOR WALLS VIF INSTALLED PER 2020 RCNYS IN -k FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 361, ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. ------ NEW CONSTRUCTION: rm INSTALLED PER 2020 RCNYS FILE: MAGNITUDE. ALL WINDOWS&DOORS TO BE BY'MARVIN'. MUNTIN BARS AS PER WIDE @ EA. SIDE OF VALLEYS. ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT 8"P.C.FOUNDATION WALLS ELEVATIONS.4-9116"JAMBS. FINISHES AS SELECTED BY OWNER. VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT, (OR it) x8 KEYED P.C. FOOTINGS JL STEEL BRIDLE OR FLUSH CONN. 21137 INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED AT EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH ------ WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH FILTER VENT AS MANUF. BY'AIR VENT"(OR EQUAL) NEW CONSTRUCTION: NEW HEADER OR GIRDER SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM NOT GREATER THAN 200 AS FIER SECTION R319 ORDER. DOWNSPOUTS W/BAKED ALUMINUM FINISH,COLOR TO MATCH GUTTER. PROVIDE PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION 2x6 EXTERIOR WALLS SHEAR WALL HOLD DOWN CONNECTION AS NOTED DOWNSPOUTS AT 40 LINEAR FEET MAX. OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH 2x6 INTERIOR WALLS U.O.N. DRAWN BY: AS PER 2020 RCNYS. SEE GN-03 BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE VENTILATING RWC SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A TO 2020 NYSRC, PART 310.1.1.SUCH OPENING SHALL NOT IMPEDE PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE 0 POSTABOVE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH,COLOR TO MATCH GUTTER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK SOLID POST ON A 30"'x30"x1 8"DEEP SHEET: HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE POURED CONCRETE FOOTING STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. SOLID POST IN WALL OR COLUMN I I A-4 U L SEP 2 4 ?021 `L Southold Town Board of Trustees F---I EXTERIOR FINISH SPECIFICATIONS SIDING: FilCEDAR TONGUE AND GROOVE :5TRME a)T.O.H16W — ----- ------- SIDING, PAINTED GRAY 6334 Northern Boulevard \dJ PROP05W EL. (+32.01) East Norwich, New York 11732 VERTICAL/HORIZONTAL AS INDICATED — -------- 11 Broadway Suite 3 [— GABLE END: ---- -- -------- Amityville, New York 11701 2] BEVEL SIDING 3"EXP. MAIN ROOFING: —----- 5 16.3 0 8.4 6 4 6 Phone TIMBERLINE HD LIFETIME HIGHlnfo@JoeBe 516 813 0924 F a x - ------ lloArchitects.com 3 DEFINITION SHINGLES' -------- ARCHITECTURAL ASPHALT www.JoeBelloArchitects.com SHINGLES BY'GAF'CHARCOAL PORCH I ACCENT ROOF: MS 1'METAL ROOF BY'MAC METAL 41 F ARCH ITECTURAUTITAN BLACK —----- DATE ISSUED: 2021 Working Drawings GUTTERS: T.O.5EGOND FLOOR 9-8- - ---------- —------ 9-21-2021 -Issued to Trustees 5] 6"HALF ROUND GUTTERS,WITH PLATE(q'l A.F.FJ ---------- ROUND LEADERS T.O.KIWON5/DOORS WINDOWS: M-1 ELEV.T-20 AFF. 6] 'SIGNATURE SERIES'BY`WEATHER SHIELD'SEE SCH-1 FOR FULL SPEC 222) 71 WINDOW&DOOR TRIM: F `PVC TRIM'BYEX-CEL'WHITE FZI TRIM: FASCIA,RAKES,&FREEZE F-81 'PVC TRIM'BY'EX-CEL'WHITE 14 Fi 3 SOFFIT 91 /7,11,T.O.5ECOND FLOOR i 'PVC V-GROVE'WITHI LINIERCOR A NU 5LUFLOOR VENT'BY'EX-CEL'WHITE tT\T.O.EX FR5T FLOOR ------- F❑ SCREEN ROOM \,V PLATE(q'l A.F.F) 'MESH SCREEN PANELS' PLATE 61 /r\T.O.EX.LOPERED AMMENDMENT: COLUMNS: /1-\T.O.HNDON5/DOOR5 11 10 X10"STRAIGHT SHAFT COLUMNS ELEV.(T-6'A.F.FJ OAII� STAIN GRADE CEDAR WRAP 10 -41 g a, BRACKETS: F1 2] A 5"STAIN GRADE CEDAR TIMBERS Orl` PORCI 12 13 H: ❑ PENNSYLVANIA BLUESTONE FINISH el- tT-\T.O.EX MR%FL.9A3FLOOR A L 41 RAILINGS/GUARS. 14❑ SIGNATURE CABLE RAILING VATIH ELEV. (+OD) SYSTEMS BY VIEWRAIL' EX l (�-�i Proposed Rear Elevation A-7 SCALE : 1/4" V-0" SADIK RESIDENCE 0- 2200 Sound Drive Greenport New York, 11944 T.O.EXMD6E When a registered design pro essiona as stamped and signed this page (blue ink), they —--- -- --- are attesting that to the best of his/her knowledge, belief, and ------ professional judgement, such plans and/or specifications are in compliance with the latest T.O.EX FIRST FLOOR New York State Building Code. QJ PLATE(9-0 A.F.F) T.O.EX LOVURED PLATE copyright 2021 (8-1 A.F.FJ -T T T.O.WINDOWS 00l 1. ED A&C, \,U ELEV.(6ill AFF) 5. 11E gIvil. & J • 4 10 P J T.O.EX FIRS T FL.9JE3FLOOP, 03dr, J -RADE /rN EX C FILE: 21137 SCALE: Existing Re C 1"E V] E DRAWN BY: 2 Rear Elevation 4 AS NOTED A-7 SCALE: 1/411 11-011 DD� RWC SEP 24 2r., SHEET: Sou,lioijTown A-7 77 21i )�o FD F-1 F-1 EXTERIOR FINISH SPECIFICATIONS SIDING: F11 CEDAR TONGUE AND GROOVE T.O.HI6HE5T1l?JD6E 6334 Northern Boulevard SIDING, PAINTED GRAY ',,U PROP05ED EL. (+32.09 East Norwich, New York 11732 VERTICAL/HORIZONTAL AS 121 INDICATED 11 Broadway - Suite 3 F21 GABLE END: UN Amityville, New York 11701 BEVEL SIDING 3"EXP. MAIN ROOFING: 516.308.4646 Phone 'TIMBERLINE HD LIFETIME HIGH 516 . 813 . 0924 Fax [3] DEFINITION SHINGLES' 3 Inf o@Joew.JoeBelloArchitects.coBelloArchitects.com www ARCHITECTURAL ASPHALT SHINGLES BY'GAF'CHARCOAL PORCH I ACCENT ROOF: 'M S VMETAL ROOF BY'MAC METAL ARCH ITECTURAUTITAN BLACK8 DATE ISSUED: WD GUTTERS: T.O.5EGOND FLOOR 9-8-2021 - or rawings 6"HALF ROUND GUTTERS,WITH \,.0 PLATE(41'-Ou A.F.F) 5 9-21-2021 Issued to Trustees ROUNDLEADERS t-r\ T.O.WINDOWS/DOORS -------f- r WINDOWS: M,/ELEV.1�-20 Ar-F. 9 'SIGNATURE SERIES'BY'V\IEATHER 205 /206\ 207 F7- FSHIELD'SEE SCH-1 FOR FULL SPEC /216\- [7] WINDOW&DOOR TRIM: J- 'PVC TRIM'BY'EX-CEL'WHITE [7] TRIM: FASCIA, RAKES,&FREEZE F8 `PVC TRIM'BY'EX-CEL'WHITE SOFFIT TD.5ECOV ] FLOOR 9 'PVC V-GROVE'WITH LINIEWCOR A \,U 5UBFLOOR VENT'BY'EX-CEL'WHITE A T.O.EX FIRST FLOOR4 SCREEN ROOM KL-/PLATE(q'-ON A.F.F) 11-01 'MESH SCREEN PANELS' /T\T.O.EX LOPEFED PLATE - --- -- 5 \,U(bl-om A.F.FJ -------- I 1-�- - AMMENDIVIENT: COLUMNS: ti-N T.O.WINDOWS/POOR5 ---------- 11 10"X10"STRAIGHT SHAFT COLUMNS "-V ELEV.(1'-61 AF-.FJ STAIN GRADE CEDAR WRAP 12 BRACKETS: 5"STAIN GRADE CEDAR TIMBERS FPORCH: 13] PENNSYLVANIA BLUESTONE FINISH 14 kj-/DATUM ELEV. (+0.0) SIGNATURE CABLE RAILING + /T\ T.O.EX FIRST FL.5MFLOM RAILINGS/GUARS: J SYSTEMS BY'VIEWRAIL- \,V EX.6RADE POOL EQUIPMENT EX A/G EX A/G NEW A16 Proposed Left Elevation A-8 SCALE : 1/4" 1'-0" SAD IK RESIDENCE 0- 2200 Sound Drive Greenport New York, 11944 T.O.EXIRIDC-k When a registered design professional has stamped and signed this page (blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are in compliance with the latest T.O.EX FIRST FLOOR New York State Building Code. PLATE(q'-ON A.F.F) copyright 2021 T.O. EX LOKEPED PLATE (6-OR A.F.FJ T.O.WINDOWS/DOORS T.O.EX FIRST R-5U3ROOR 032 7 EX 64RADE POOL EQUIPMENT EX AIC, EX.A/G FILE: 21137 SCALE: Existing Left Elevation AS NOTED E ((9 DRAWN BY: SCALE : 1/4"= F-!0" kRWC SEP 2 4 SHEET: Cop,rdl of Tru-loe!, 1 —8 Glenn Gold, v'h, President o�OSQFFO( T� Town Hall Annex A. Nicholas-Krupski, Vice-President „� _-�J,� 54375 Route 25 John M. Bredemeyer, III o "` P.O. Box 1179 Ze Michael J. Domino o Southold, NY 11971 Greg Williams ��p� �ao�� Telep on -1892 Fax 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: I /.?/I) Completed in field by: Robert Conway, R.A., on behalf of HALIT SADIK LEGACY TRUST requests an Administrative Permit to construct a 2,576sq.ft. second floor addition entirely above existing first floor footprint, consisting of four(4) bedrooms; fireplace; five(5) baths, laundry, storage; and a 844sq.ft. rear terrace with spiral stair; and to construct a first floor 42sq.ft. entry from existing porch with stairs. Located: 2200 Sound Drive, Greenport. SCTM#: 1000-33-1-16 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 earing 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: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other PNS S��No wp'CER oNp1I281Z1@ FEP lJ® 2021 73Q°°,°°„E av: Southold Torn ` p Bo9rd of Trustees 19 audo � X04 1 v Of a' x c m BOG, E G �O 9 dy1�. s \� oOV ID 5 vl 62 x m — rn OS`O% \ERi 2 ki,y �� ao�NoGR 0� 0 0 ENO\OSRO 'r /I ? x 112'rf \ Gi a N5 �p0o�p�� 4,2� �,,,%/ //E/R\Or/'/,o 'C i°'1�k6•gx 6$ 6' / ,CGP-��391,%,joNEQ•1oN \\ xEL��' qa goo, x m z 101 m 9 o z 2� o m oo�-b omP 6�•a1 011 x 1g. 3�17•, 0vE ko 21, 5 698 5•ioNE c�Re C\- x QO\Nj OF RE ZC 39 kgs O \O�cl Q ID `5 �4 SOvN FILED MAP ' LOT 118 ON"MAP OF EASTERN SHORES AT GREENPORT,SECTION 4"AND BOUNDARY SURVEY FILED ON MARCH 07,1966 AS MAP NO.4586 Scale 1:40 THE EXISTENCE OF RIGHT OF WAY AND/OR EASEMENT AREA=33,352sgf=0.766ac OF RECORD,IF ANY,NOT SHOWN ARE NOT CERTIFIED. NOTE: CONSTRUCTION 28 CS LAND SURVEYING �ATE':;JUiY 2021 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 ` OF THE NEW YORK STATE EDUCATION LAW. 61-04 79th STREET ;' $J - 2.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED MIDDLE VILLAGE NY 11379 SEAL SHALL NOT BE CONSIDEREDTO BE A VALID TRUE COPY. TELEPHONE(347)981-8435 3.CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVE °\ IS PREPARED,ANDON HIS BEHALF TO THE TITLE COMPANYGOVERNMENTAL,AGENCY AND FAX(347)730-6691 ; LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, WWW•CSESU WALA.COM CERTIFICATIONS ARE NOTTRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS licensed in NY and NJ 4.UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS,IF ANY,ARE NOT SHOWN HEREON. 5.ELEVATION REFERS TO DATUM NAVD88IN STATE PLANE COORDINATE SYSTEM GREENPORT •;- r TOWN OFSOUTHOLD ""�5'",�,v, �C' CERTIFIED TO: c. . COUNTY OF SUFFOLK DEPARTMENT OF BUILDINGS STATE OF NEW YORK DISTRICT 1000 SECTION 033.00 BLOCK 01.00 LOT 016.000 PROPOSED SECOND FLOOR & SECOND FLOOR TERRACE W SPIRAL STAIRCASE., GREENPORT BELLO FIRST FLOOR ADDITION @ ENTRY, FIRST FLOOR ALTERATIONS FOR NEW STAIRS NEW YORK Archiltects LANGISLAND 6334 Northern Boulevard WATER SO�ND East Norwich, New York 11732 -•- 11 Broadway - Suite 3 WATER Amityville, New York 11701 _ LINE RECORDED ON 07/28/21 N 73000,O @ 9.00arn 516. 308.4646 Phone 1O"E 516 . 813 . 0924 Fax 1 .001 0 Info@JoeBelloArchitects.com 1 .�0� www.JoeBelloArchitects.com Z 0 DATE ISSUED: (J7 9-8-2021 -Working Drawings U3 N 9-21-2021 - Issued to Trustees 0 o W M i jWOOD DECK' 19.4'x10.0' LOT 117 LOT LOT 119 X118 WOOD DECK' 8.0'x3.8' AMMENDMENT: o R� F l io WOOD DECK o� 8.2'X9.5' 00 i EL. 41.80 ' � STOP OF BLUFF ,l GATE rn w p Lr? LAWN I. �- ---- ----------------------------------- - ---- --� _ " 143' =7 / f L. / l o 40.9' -n IN GROUND �_ 0 6 DRAINS�6' ZONING ANALYSIS TOWN OF SOUTHOLD SWIMMING Pool `?'_ xE l � 5' l L. 47. 47'x PROPOSED 2200 SOUND DRIVE, GREENPORT, NEW YORK 11944 ZONE: R-40 M Li SPIRAL STAIR SCTM# 1000- 033.00-01.00-016.000 -p �� ,.,; N ENCLOSED STONE PATIO ^" �" off, Y PROPOSED ISSUE REQUIRED/ PERMITTED EXISTING PROPOSEDfi SECOND FLOOR 6"WOOD WALL -41491- LOT AREA 40,000 SF. 33,352 SF. 33,352 SF. (NO CHANGED) 18 4, G % GATE TERRACE LOT COVERAGE 20.0%= 6,670 S.F. DWELLING 2,724 SF. DWELLING 2,766 SF. z I; j j WW 813 SF. FRONT PORCH 285 SF. FRONT PORCH 243 SF. ExISTINc �� - 2 STORY FRAME BUILDING ,,, PROPOSED SCREENED PATIO 855 SF. SCREENED PATIO 855 SF. POOL EQUIPMENT u� F L.EL.4 7.83' W.W. SECOND FLOOR SAD I K INGROUND POOL 614 SF. INGROUND POOL 614 SF. EXISTING A/C RIDGE F_l__. 79.8.3' 2,576 SF. TOTAL 4,479 SF = 13.4 % SPIRAL STAIRCASE 31 SF. GARAGE EL ERR' RESIDENCE TOTAL 4 510 SF = 13.5 % PROPosED Aic L L.4 7.5 S ri --F] ROPOSED ALTERATIONS -•- _I / , 14" GAS TO FIRST (FOR NEW STAIRS) 2200 Sound Drive MIN. LOT WIDTH 150.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) _� x l sronlEavMlvT. �% 'W W. METER f I� ;---�- -----_ , /LIQ; 276 SF. Greenport MIN. LOT DEPTH 175.0 FT. 314.81 FT. 314.81 FT. NO CHANGED m -- 16'8 ( ) PROPOSED New York, 11944 FRONT YARD MIN. 50.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) FIRST FLOOR SIDE YARD MIN. 15.0 FT. 14.9 FT. / 16.8 FT, 18.4 FT. / 16.8 FT. (TO PROPOSED 2ND FL.) °' �\ vf L.45.88 ' ADDITION o zo f.L. 4 7.3 7 42 SF. SIDE YARD AGG. 35.0 FT. 31.7 FT. 35.2 FT. (TO PROPOSED 2ND FL.) MIN. REAR YARD 50.0 FT. 160.5 FT. 153.4 FT. (TO PROPOSED SPIRAL STAIR) j� m z EL. 42. 48'x LAWN When a registered design MAX. HEIGHT 35.0 FT. & 2-1/2 STORIES 16.7 FT. 33.75 FT. TOP OF PROPOSED RIDGE m n -' ,I professional has stamped and ( ) �� signed this page (blue ink), they INFORMATION TAKEN FROM SURVEY PREPARED BY: o are attesting that to the best of � o � m his/her knowledge, belief, and / professional judgement, such CONSTRUCTION LAND SURVEYING 'n 61-04 79TH STREET plans and/or specifications are in compliance with the latest MIDDLE VILLAGE, NEW YORK 11379 �, � L L. 4 4.8x �� New York State Building Code. P: 347-981-8435 / LAWN WWW.CSESUWALA.COM `) @ copyright 2021 DATED: 7/28/2021 = 01 i! w I.' --i DRAWING LIST: N '! O N ; m �� LAWN LL. 40.28'x (� ED ARc 00 i� II / �..� �5� P M. e ti% SHEET DESCRIPTION REVISION # DATE o GN-1 GENERAL NOTES: SITE PLAN I EL 41.00 x00 SC-1 SCHEDULE: WINDOW & DOOR A-1 PLAN: FOUNDATION EL. 40"2 7 X 1 q-Z PLAN: FIRST FLOOR POINT oFeEcwNING [[ q 03 6�o yp - - F L. 40.l�4 'x S 69 1011W _ F NES I C.39. 48 \UTILITY POLE . A-3 PLAN: SECOND FLOOR __�� 10 � 0.00 A-4 PLAN: ROOF BC.38.50 ' '' 1 STONE CURB C..38.,32, FILE: 6" A-5 ELEVATIONS: FRONT EXISTING PROPOSED 21137 CL.38. 58' ��'�� 7/' SCALE: CL.37. 75 ' A-6 ELEVATIONS: RIGHT (EXISTING & PROPOSED) A-7 ELEVATIONS: REAR (EXISTING & PROPOSED) SOUND '� `' � � Q � �` �wDRAWN BY: AS NOTED A-8 ELEVATIONS: LEFT (EXISTING & PROPOSED) (50' WIDE � DRIVE Rwc SEP 2 4 9021 SHEET: Site Plan Southold Town SCALE : 1" = 20' Board of Trustees PROPOSED SECOND FLOOR & SECOND FLOOR TERRACE W SPIRAL STAIRCASE, GREENPORT F I F" f, f,QJ FIRST FLOOR ADDITION @ ENTRY, FIRST FLOOR ALTERATIONS FOR NEW STAIRS NEW YORK tirc h if rc�rVc, LONGISLANDS Northern Boulevard WATER So USD East Norwich, New York 11732 -0- 11 Broadway - Suite 3 � wA�.E, Amityville, New York 11701 R LINE RECORDED ON 07�28�21 9.00am 51 6.308.4646 Phone N 73000�00�� @ 516 . 813 . 0924 Fax E 11� Info@JoeBelloArchitects.com .00� www.JoeBelloArchitects.com z 00 DATE ISSUED: (J7 9-8-2021 -Working Drawings w N 9-21-2021 -Issued to Trustees o C � w Ul - 1'77 EL. 78.28' x ,,o, WOOD DECKFFT 19.4'x10.0' LOT 117 LOT = 11-Of 119 W 118 EL.32.33' 7- Ln WOOD DECK - 8.0'x3.8' AMMENDMENT: C> `o WOOD DECK 4�1 8.2x9.5' 00 EL.47.80' x x x X TOP OF BLUFF o GATE in o LAWN COSTAL EROSION LINE 14 3' xEL.47.61 EL.47.51 'x 0 40.9' m IN GROUND 55 m z SWIMMING POOL sDRAINs�s ZONING ANALYSIS TOWN OF SOUTHOLD PROPOSED NEW YORK 11944 ZONE: R-40 M xEL.47.65' EL.47.47'x 2200 SOUND DRIVE, GREENPORT ' m 0 11 ;0El0�.r,�.....El ��,�.:...:� �;,o,.:. � SPIRAL STAIR SCTM# 1000-033.00-01.00-016.000 31 SF. MV. ENCLOSED STONE PATIOPROPOSED 6- ISSUE REQUIRED/ PERMITTED EXISTING PROPOSED SECOND FLOOR 6-WOOD WALL -14.9'- i, :5.:.•; , -,. / / / /ii// _ LOT AREA 40,000 SF. 33,352 SF. 33,352 SF. (NO CHANGED) , W.W.GATE TERRACE %. LOT COVERAGE 20.0%= 6,670 S.F. DWELLING 2,724 SF. DWELLING 2,766 SF. z / 813 SF. 2 STORY FRAME BUILDING PROPOSED FRONT PORCH 285 SF. FRONT PORCH 243 SF. EXISTING ui/// SAD SCREENED PATIO 855 SF. SCREENED PATIO 855 SF. POOL EQUIPMENT F F,EL.47.83 W.W. SECOND FLOOR w ,. IK INGROUND POOL 614 SF. INGROUND POOL 614 SF. EXISTING A/C - -- - -� j/ RIDGE EL. 79.8.3' 2,576 SF. f RESIDENCE TOTAL 4,479 SF= 13.4% SPIRAL STAIRCASE 31 SF. - --•-Q ///f'ARAGE [3--ELECTRI TOTAL 4,510 SF = 13.5 % PROPOSED A/C ----..}� EL.47.5 3 �.� ---- METER ,� -PROPOSED ALTERATIONS -•- ,-, GAs TO FIRST (FOR NEW STAIRS) 2200 Sound Drive MIN. LOT WIDTH 150.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) - - - )w.w. METER x STONE PVMNT. �,`2T�j" '.% 276 SF. Greenport ' L 4 7.3 7-'------_�_----- 16.8 MIN. LOT DEPTH 175.0 FT. 314.81 FT. 314.81 FT. (NO CHANGED) m �RooF EL.46. 8x PROPOSED New York, 11944 FRONT YARD MIN. 50.0 FT. 100.0 FT. 100.0 FT. (NO CHANGED) FIRST FLOOR SIDE YARD MIN. 15.0 FT. 14.9 FT. /16.8 FT. 18.4 FT. / 16.8 FT. (TO PROPOSED 2ND FL.) °' xEL.45.88' ADDITION 42 SF. SIDE YARD AGG. 35.0 FT. 31.7 FT. 35.2 FT. (TO PROPOSED 2ND FL.) z o m EL.47. 37 'x - MIN. REAR YARD 50.0 FT. 160.5 FT. 153.4 FT. (TO PROPOSED SPIRAL STAIR) Z D = EL.42.48'x when a registered design n ►- LAWN professional has stamped and MAX. HEIGHT 35.0 FT. & 2-1/2 STORIES 16.7 FT. 33.75 FT. (TOP OF PROPOSED RIDGE) m i m signed this page (blue ink), they P RVCD are attesting that to the best of INFORMATION TAKEN FROM SURVEY PREPARED BY: i o m his/her knowledge, belief, and CONSTRUCTION LAND SURVEYING professional judgement, such m plans and/or specifications are 61-04 79TH STREET EL.44.85x in compliance with the latest MIDDLE VILLAGE, NEW YORK 11379 �i LAWN New York State Building Code. P: 347-981-8435 WWW.CSESUWALA.COM © copyright 2021 DATED: 7/28/2021co = W q DRAWING LIST. z LAWN EL.40.28x w ED AR bo 0 cy� SHEET DESCRIPTION REVISION # DATE O GN-1 GENERAL NOTES: SITE PLAN 0° bo SC-1 SCHEDULE: WINDOW& DOOR EL 4 7.00 x A-1 PLAN: FOUNDATION EL.40.27 X 670 A-2 PLAN: FIRST FLOOR POINT OF BEGINNING EL.4 0.04 'x F NES rC.39.48' S 69062'10"W,10"W \UTILITY POLE A-3 PLAN: SECOND FLOOR _ VV 100.00 A-4 PLAN: ROOF 8C.38.50' �- ___ 8. 32' FILE: \6- - ---- A-5 ELEVATIONS: FRONT(EXISTING & PROPOSED) E CURB 21137 CL.38.58' 8C.37 77; SCALE: A-6 ELEVATIONS: RIGHT(EXISTING & PROPOSED) rr�� 2 p {� A-7 ELEVATIONS: REAR(EXISTING & PROPOSED) CL.37. 75' AS NOTED SOUND (50' WIDE D � l� l5 Q � � DRAWN BY: A-$ ELEVATIONS: LEFT(EXISTING & PROPOSED) � DRIVE�� RWC ft! SEP 2 4 2021 SHEET: Site Plan ---- --- -- ----- Southold Town SCALE : 1" = 20' Board of Trustees 5„ DOOR SCHEDULE � c� c, unless noted ''• otherwise on plan ..� MARK TYPE MANUFACTURE CATALOG # SIZE SWING MATERIAL REMARKS KS Double Top Plate 2 6 FIRST FLOOR 2 6 100 EXTERIOR GRADE ENTRY DOOR 'SIERRA PACIFIC' TIMBER CURTAIN WALL SYSTEM SEE DETAIL SCH-2 LH SEE DETAIL SCH-2 6334 Northern Boulevard Window Header � •••~•- '' '•••� . • •'4 '' East Norwich, New York 11732 (see plan) 101 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 6'-8" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES IL LLL LLL `LL L102 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 6'-8" RH MDF —� LLL 1"thick rigid insulation filler 11 Broadway - Suite 3 LLL (Typical in ext.walls) 103 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 6'-0" X 6'-8" DBL POCKET MDF ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES Amityville, New York 11701 L�� 104 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 5'-0" X V-8" LH / RH MDF 105 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-8" X 6'-8" LH 516.308.4646 Phone • / RH MDF 516 . 813 . 0924 Fax _ _ Window Head 106 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X 6' 8" RH MDF Info@JoeBelloArchitects.com 7-0 A.F.F.� t ical I ( yp ) www.JoeBelloArchitects.com 107 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 6'-0" X 6'-8" BYPASS MDF TYPICAL HEADER TYPICAL DOOR JAMB 108 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" LH MDF 109 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 214" X 614" RH MDF DATE ISSUED: 110 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 4'-4" X 6'-8" BYPASS MDF 9-8-2021 -Working Drawings 111 INTERIOR FIRE RATED DOOR 'TRUE STILE' 'EXISTING' 3'-0" X 6'-8" LH MDF & METAL 3/4 HOUR FIRE PROOF SELF CLOSING DOOR 9-21-2021 -Issued to Trustees 112 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-4" X V-8" LH MDF \ 113 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" RH MDF 114 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X 6'-8" POCKET MDF Gyp.Board Casing to be selected 115 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-6" X V-8" LH MDF (typical) \ 1/4"reveal \ 116 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" RH MDF (typical) 117 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-0" X 6'-8" MDF r � \ 7 RH \ 118 INTERIOR SOLID CORE DOOR 'TRUE STILE' 'EXISTING' 2'-8" X 6'-8" LH / RH MDF 1"x Flat Poplar 119 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD to be painted \ 120 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X 6'-8" SLIDING GLASS & CLAD shim space 121 SLIDING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 11'-10" X V-8" SLIDING GLASS & CLAD / 122 IN-SWING GLASS PATIO DOOR 'EXISTING' 'EXISTING' 2' " X V-8" RH GLASS & CLAD AMMENDMENT: -8 j123 EXTERIOR SOLID WOOD DOOR 'EXISTING' 'EXISTING' 214" X 6'-8" LH WOOD 124 EXTERIOR SCREEN DOOR EXISTING EXISTING 3 -0 X6 1-811LH WOOD Rough Opening O 125 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' 3'-0" X 6'-8" RH WOOD (see plan) 126 EXTERIOR SCREEN DOOR 'EXISTING' 'EXISTING' 3'-0" X 6'-8" RH WOOD SECOND FLOOR TYPICAL CASED OPENING 200 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" RH MDF 201 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-6" X 7'-0" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES 202 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" DBL POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES i� 203 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF 204 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-0" X 7'-0" POCKET MDF ADD 1" TO POCKETING SIDE STILE &TOP RAIL TO ACHIEVE EQ. STILES 205 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF To"B" / 206 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" LH / RH MDF TO"B" 207 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF 208 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 4'-0" X 7'-0" LH / RH MDF FROM A FROM A TYPICAL INTERIOR DOOR 209 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF LEFT HANDED RIGHT HANDED 210 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-6" X 7'-0" RH MDF 211 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF 212 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF WINDOW NOTES: INTERIOR DOOR NOTES: 213 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X7'-0" RH MDF SADIK 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS BY'MARVIN' 4-9/16"JAMBS WHERE 214 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020' 2'-8" X 7'-0" RH MDF 2X4 STUDS. HARDWARE AS SELECTED BY OWNER. (TYPICAL FOR WINDOWS IN NEW 1. ALL INTERIOR DOORS TO BE SELECTED BY OWNER 215 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-8" X 7'-0" LH MDF RESIDENCE 2X6 WALL CONSTRUCTION) NEW WINDOW IN EXISTING 2X6 WALL CONSTRUCTION 2. ALL INTERIOR DOORS ARE TO HAVE —O— TO HAVE 6 9/16".IAMBS. GENERAL CONTRACTOR TO FIELD VERIFY WINDOW -STICKING AND PANELS AS NOTED 216 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" RH MDF 2200 Sound Drive SCHEDULE TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. -5/4"JAMBS WITH SQUARE CORNER HINGES 217 INTERIOR SOLID CORE DOOR 'TRUE STILE' TS2020 2'-4" X 7'-0" LH MDF Greenport 2. WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS SET FORTH BY - 1/2"X 1-5/8" OG STOPS. 218 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 11172 XO 11'-0" X 7'-2" SLIDING CLAD & GLASS New York, 11944 2015 IRC R308.1 AND MEET THE CRITERIA FOR CATEGORY I I AS INDICATED IN 2020 3. ALL DOORS TO BE PAINT GRADE MDF U.O.N. ON 219 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 11172 XO 11'-0" X 7'-2" SLIDING CLAD & GLASS RCNYS R308.3 SEE GN--04 DOOR SCHEDULE. 4FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR220 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 151072 OXXO 15'-8%" X 7'-2" SLIDING CLAD & GLASS . . 3. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 221 NEXT GEN SLIDING DOOR 'WEATHER SHIELD' 151072 OXXO15'-8�" X 7'-2" SLIDING CLAD & GLASS RCNYS, PART R310.1.1.SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN 5. AT POCKET DOOR UNITS,ADD 1 TO LEFT HAND SIDE EMERGENCY, SHALL HAVE A MIN.AREA OF FIVE (5.7) SQ.FT, WITH A MIN. STILE (FROMW TOW)AND TOP RAIL TO ACHIEVE H_[TIC When a registered design DIMENSION OF 20" IN WIDTH, AND MIN. DIMENSION OF 24" IN HEIGHT, WITH EQUAL STILES AFTER INSTALLATION OF FINISHED professional has stamped and 17 BOTTOM OF OPENING NO HIGHER THAN 42"A.F.F. JAMBS ATTRIM. 300 PULL DOWN ATTIC STAIRS 'AS SELECTED BY OWNER' FLUSH PANEL 2'-6" X 4'-0" MIN. PULL DOWN ALUMINUM UNIT SELECTED SHALL BE INSULATED W/AIR SEAL, MIN 300# RATED signed this page (blue ink),they are attesting that to the best of 4. 'MARVIN' REPRESENTATIVE IS TO FIELD MEASURE EXISTING WINDOWS,TO BE 6. VERIFY ALL SWINGS WITH PLANS.� WINDOW SCHEDULE such his/her knowledge, belief, and . ALL DOORS 7DOOR TRANSOMS AND ADJACENT professional judgement REPLACED& IS TO FIELD VERIFY EXISTING R.O./ M.O. PRIOR TO ORDERING SIDELITES TO BE TEMPERED GLASS,AS PER 2020 plans and/or specifications are REPLACEMENT UNITS. IN COORDINATION W/GENERAL CONTRACTOR. NYSRC in compliance with the latest 5. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO RESIST THE MARK TYPE MANUFACTURER UNIT SIZE CATALOG # LITE CUT QTY U VALUE SHGC REMARKS: New York State Building Code. DESIGN WIND LOADS:SPECIFIED IN TABLE R301.2(2)ADJUSTED FOR HEIGHT AND A SLIDING WINDOW EXISTING 1 2'-8" x 1'-0" N/A N/A 3 @ copyright 2021 EXPOSURE PER TABLE R301.2(3). UNITS SHALL BE TESTED BY AN APPROVED WINDOW SPEC: >3 CASEMENT 'WEATHER SHIELD' 21-11%" x 4'-11Y2" 3050 SEE ELEVATION 9 EGRESS COMPLIANT - 212/213/214 TEMPERED INDEPENDENT LABORATORY,AND BEAR A LABEL IDENTIFYING MANUF. PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO Q FIXED 'WEATHER SHIELD' 6'-5%" x 9'-11%" 65102 SEE ELEVATION 1 TEMPERED SERIES: SIGNATURE F-D AA INDICATED COMPLIANCE WITH THE REQUIREMENTS OF AAMA/NWWDA 101/1.S.2. INTERIOR FINISH: PRIMED INTERIOR 0 CASEMENT 'WEATHER SHIELD' 2'-3%" x 4'-5%" 2446 SEE ELEVATION 3 � H M. e��'�� 6. WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS EXTERIOR FINISH: BLACK O AWNING 'WEATHER SHIELD' 3'-11%" x 2'-11%" 4030 SEE ELEVATION 1 Q� �° �� 0 MEETING THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF HARDWARE: RUSTIC BRONZE '�11 ASTM E 1886 REFERENCED THERIN. PROTECTIVE PLYWOOD PANELS SHALL BE 7/8" SDL MUNTIN BARS AS PER ELEVATIONS P FIXED EXISTING 4'-0" x 6'-9" N/A N/A 1 * ti MARKED AND STORED ON SITE. NOTE: CORDINATE FINAL COLOR AND OPTION 6 CASEMENT 'WEATHER SHIELD' V-11%" x 4'-11Y2" 2050 SEE ELEVATION 1 TEMPERED 7. 'MARVIN' REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR WITH LATEST CUTSHEET SELECTION WITH OWNER PRIOR TO ORDERING H FIXED 'WEATHER SHIELD' 3'-11Y2" x 4'-11Y2" 4050 SEE ELEVATION 1 T 03 -70 AOQ� OF R.O.AND M.O. FOR SPECIFIED UNITS. CONTRACTOR TO COORDINATE REQUIRED I FIXED 'WEATHER SHIELD' 2'-11Y2" x 4'-11%" 3050 SEE ELEVATION 1 TEMPERED NE`N OPENINGS. AWNING 'WEATHER SHIELD' 2'-11%" x 2'-11%" 3030 SEE ELEVATION 3 TEMPERED FILE: 8. CONTRACTOR TO COORDINATE UNIT SIZE, REQUIRED R/O AND M/O WITH WINDOW 0 CASEMENTTRANSOM 'WEATHER SHIELD' 2'-11Y2" x 1'-11Y2" 3020 SEE ELEVATION 2 MANUFACTURES SHOP DRAWINGS 21137 L FIXED 'WEATHER SHIELD' 4'-1112" x 4'-11%" 5050 SEE ELEVATION 1 SCALE: AS NOTED B Q DRAWN BY: . � RWC (� SEP 2 4 SHEET: E 2021 Southold Town S C 1 Board of Trustees R 6334 Northern Boulevard East Norwich, New York 11732 ❑ �E----_ - ❑ =====�=====�g!===== ❑ ===== _=_=��===_= ❑ __-_ __—�� _ ❑ ====�E===_= ❑ __-_�_==== 9� p -- _—==��===__ ❑ 11 Broadway - Suite 3 Amityville, New York 11701 IIII G' Zy/ III IIII IIII IIII IIII 516.308.4646 Phone IIII j�jj 516 . 813 . 0924 Fax III Info@JoeBelloArchitects.com rr-====_ h1l www.JoeBelloArchitects.com 1I 1 \\ IIII 1 I 1 \\ IIII 1I 1 \\ IIII I I I y IIII DATE ISSUED: I I III Ijll 9-8-2021 -Working Drawings I; III IIII 9-21-2021 -Issued to Trustees I I III IIII I III IIII 1 III IIII it III -_--_--_-----_-_------------_-_-_-------------------._._-----------------------------____-____-----___--------------_-----_--------------- IIII r�------------ - -- ---- -- --------- ---- L--_ -_- --- ---- -------- -------- ------ L 3'-0' UP r c 6334 Northern Boulevard East Norwich, New York 11732 -- --------------- -- ------------- -------- - -0- 124 EMME - ------------ (2 - - -------------------- ----------------------------------------- 125 - ------- -------------- 11 Broadway - Suite 3 Amityville, New York 11701 II II II II II 516.308.4646 Phone 516 . 813 . 0924 F a x Info@JoeBelloArchitects.com www.JoeBelloArchitects.com I II 123 EX15TIN67 50PEENED PATIO I I (N EX15TIN6 IN6 DATE ISSUED: OU9-8-2021 -Working Drawings I II 9-21-2021 -Issued to Trustees II I 122 107 121 120 119 I I I II EXI5TIN(5 118 )OR %I 116 L EXI5TIN6 114 EX15TIN6EXISTING DININ(5ROOM BATWOO #3 M BEDROOM#2 IV 4 00 115 117 L EX15TIN6 EX15TIN6 AMENDMENT: ....... K.C. KI.G. I JI -------------- EX15TIN(5 EX. LINEN a05ET EX1!5TIW5 � 0 DN 0 INFILL BASED CABINETS POOL TO MATCH EXI5T1N(5 IN I EQUIPMENT I EXISTING EXI511N6 1-1 N(5 BATHROOM LIVING ROOM HALL FORMER"LOCATION LQ�Pj EXISTING EX15TI #1 BATHROOM#2 112 KITCHEN EXISTING HALLWAY �30 1L__ I L 109 L 105 /10 6\ 106 1 IC40ORDINATE N/EX. N I IAPPLIAWGE PERM EX15TIN6 aO5ET H_ I El(:-I L_I__J EX15TIM lRaOGATED PANTRY _\ GARAGE GAI31NET5 To INFILL FORMER IREFR16ERATOR EX xi (qq d8 Lra:� L5TIN(5 r 1C 762 7 EXISTING 6EILIN6J 104 ' �b LOGATION ELEGTPJG ----------------Ci r ==_ EX15T1N6 OPEN TO ABOVE I I r- H I METER BEDROOM#1 EXPANDED ENTRY 5TAR HALL ------------------ ------------------ F T 103 Z3 71 INDICATE-5 TO BE VEM0\4D • PROP05ED102 -4- SADIK UP) EX 0 1 56T0FA_7E (5m'_ METER RESIDENCE <_ 2200 Sound Drive Greenport r 101 PANTRY 1 It New York, 11944 102\ \22 \1J MODIFIED PORCH I Ll 111' 4-1 I 31! A ---------------------------------------------- --------------------- ------ ------------ When a registered design qt ------------------- ------ - professional has stamped and /_20 1\ IS03 /105\ signed this page(blue ink), they \_CJ D D 1_/ are attesting that to the best of GENERAL NOTE: IT-101 V-51' 2-10' 21-10- 1 Y-O' his/her knowledge, belief, and T-1- professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH 3q-qo 23'-0" plans and/or specifications are THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY in compliance with the latest CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL New York State Building Code. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS 1 First Floor Plan AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN copyright 2021 A-2 THE FIELD PRIOR TO CONSTRUCTION. SCALE: 1/4"= F-0" FRAMING NOTES: WINDOW&DOOR NOTE: CONCRETE NOTES: PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE Legend D A1p? PROVIDE I 1/8"X 1 1/4"DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN � M. '& GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS ALL BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: PLACING THE SLAB. CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE I PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. EXISTING CONSTRUCTION: (D MULTI SENSOR SMOKE AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. 8"P.C.FOUNDATION WALLS CARBON MONOXIDE DETECTOR FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. ------ 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS (P 03 (D MULTI SENSOR SMOKE DETECTOR SIZES,COLOR ETC.W/OWNER PRIOR TO ORDERING TO CEMENT RATIO OF 0.45. ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE EXISTING CONSTRUCTION: INSTALLED PER 2020 RCNYS '713 SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND COATED WITH AOURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. 2x4 EXTERIOR WALLS VIF N FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: 2x4 INTERIOR WALLS U.O.N.VIF THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 CAST AGAINST SOIL 3" (9 MULTI SENSOR HEAT DETECTOR CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB INSTALLED PER 2020 RCNYS SEE FRAMING PLANS FORALL STRUCTURAL FRAMING DIRECTION AND EXPOSED TO WEATHER(FORMED) 1 1/2" TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT NEW CONSTRUCTION: MAGNITUDE. ALL WINDOWS&DOORS TO BE BY'MARVIN'. MUNTIN BARS AS PER NOT EXPOSED TO WEATHER III OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY F7777771 8"P.C.FOUNDATION WALLS FILE: ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. I ,, --,-" - 16"x8"KEYED P.C. FOOTINGS _JL STEEL BRIDLE OR FLUSH CONN. 21137 INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR ------ WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS.GENERAL CONTRACTOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. NEW HEADER OR GIRDER SCALE: ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN NEW CONSTRUCTION: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO 2x6 EXTERIOR WALLS AS NOTED NOT GREATER THAN 200 AS PER SECTION R319 ORDER. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F. PLACEMENT. 2x6 INTERIOR WALLS U.O.N. SHEAR WALL HOLD DOWN CONNECTION BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM AND RISING MIN. INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE AS PER 2020 RCNYS. SEE GN-03 DRAWN BY: RWC SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A TO 2020 NYSRC, PART 310.1.1.SUCH OPENING SHALL NOT IMPEDE NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS 11 POSTABOVE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A EGRESS IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, SOLID POST ON A 30"x30"x18"DEEP _SHEET: HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED POURED CONCRETE FOOTING UE C � W_;; N� STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. 6-�I! PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. I A-2 WIRE MESH. SOLID POST IN WALL 0 N-- UlI 0 L I C 4 2021 Uouthold Tb� Board n to e, nird of Trustees . �I C� o \� 6334 Northern Boulevard East Norwich, New York 11732 —0— pop—--�— 11 Broadway - Suite 3 3'-0" Amityville, New York 11701 IIII 64'-8' IIII IIII , IIII 6�-$ 516.308.4646 Phone IIII 516 . 813 . 0924 Fax IIII Info@Joe BeIIoArchitects.com �r------ \ www.JoeBeIloArchitects.com I I \\ li I!I 6T'-8' DATE ISSUED: II ul 20'-0' q'-I " 9-8-2021 -Working Drawings I !I III 9-21-2021 -Issued to Trustees Ij III I! I!I 218 219 220 221 L- II ! 14'-0' S " 14'-0' 5 ' 0'-0' 5 ' _I_J 19' 5 ' N(! I 204 !I I IL - li I ! I PROP05ED BEDROOM #5 4 i PROPOSED _ o il205 -�'� -- �;' --� -- BEDROOM #6 lPROP05ED '" PROP05ED --- -- - - _ BEDROOM #3 '� BEDROOM #4 i j AMMENDMENT: iii 2'I IT-41' II III - -- ----- � ry 203 1-1 I - t - ----- I B I p ,1, 6 O. 2 ME ■4 -� . ---. Off 4� -I• " ,f��. 5�-0. ,-0 i---- 2,x.5 ' 4'-I�' 5 "I '-OJT -f " 6'-8" S 201 T-I■ PROP05E0 216217 Q Q 212 X07 - y 11► 213 -{-! III 206 Q AT1-1ROOM #4- 1 o v v. -� =f o 206 ATHRO' 4 ! I - I L � -o -� if >< III 41L LINEN II 215 211 - -- - - O z 202 III o o _ 208 2°5 20° I 36'H16H 6UARDRAIL PM 202012GNY5 I oII ! 21 210 -- 209 1 -413 203 II __ o t— � MOP05ED -I- ' - C- { OPEN TO BELON --- II 207 O �-- - ► I 5TORA6E O _ ' LAUNDR - - - - I {� III 5 " I6'I ?; 5 ' J 3'-0' a --IJ � q{ " - -1 �- f 5 ' ZO'-31' t p��t■ - I SAD I K - -I `l �I - C'S - r---- - I 203 III I � ln— � o .��_1�ZZ- — �-- -, , t � e -- - c _ c r j 1 , - ------ ----- -------� -- - o - RESIDENCE I - -- --- -- - � - - I o --- -�- 1 13 214 III zis -- --z-- - 2200 Sound Drive 2B2 2B e Ill --- -- ---__ 04 - I 1 p II ---- -- I L------- ---- ---- � o --- -- ( ----- \ - - -�" Greenport ------ - ---------- ------== -------_' I - ' New York, 11944 210 211 K K 208 209 r= B ( BI I I I 216 3 ■ I 111 (3 "I i I m ----------- 202 --�- J When a registered design -- �— professional has stamped and 201 signed this page(blue ink),they 7'2' 3'-3 ' 7'2' 5'-8' 4'-II ' 4'-II ' �'-I' 4'-3 " 5'-II' 11�77 6'-I ' 6'-9 " 4'2' are attesting that to the best of GENERAL NOTE: 21'-0' 12'-O�' 10--lb professional knowledge, belief, and professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH 6T,_8■ plans and/or specifications are THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY in compliance with the latest CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL New York State Building Code. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS I Second Floor Plan AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN @ copyright 2021 THE FIELD PRIOR TO CONSTRUCTION. A-3 SCALE : 1/4"= 1'-0" FRAMING NOTES: WINDOW&DOOR NOTE: ROOFING NOTES: Legend ��RED AID SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. M. 6C �5 P GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER Az 0 �► CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; ----- MULTI SENSOR SMOKE AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 FLASHING TO EXTEND MIN. 8"UNDER SHINGLES PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED FIBERGLASS BATTS TO FIT SNUG EXISTING CONSTRUCTION: 8"P.C.FOUNDATION WALLS CARBON MONOXIDE DETECTOR BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE ------ MULTI SENSOR SMOKE DETECTOR X0 0 Q� SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE INSULATION. EXISTING CONSTRUCTION: SD INSTALLED PER 2020 RCNYS '9T 32 ,yp SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND I 2x4 EXTERIOR WALLS VIF FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. @INSTALLED PER 2020 RCNYS ------ SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36" NEW CONSTRUCTION: FILE: MAGNITUDE. ALL WINDOWS&DOORS TO BE BY'MARVIN'. MUNTIN BARS AS PER WIDE @ EA. SIDE OF VALLEYS. ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT �. ; •.. 8"P.C.FOUNDATION WALLS JL_ STEEL BRIDLE OR FLUSH CONN. ELEVATIONS.4-9/16 JAMBS. FINISHES AS SELECTED BY OWNER. VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY ROLL VENT (OR 21137 HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED AT EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH 16'x8' KEYED P.C. FOOTINGS INTERIOR FINISH NOTES: — — WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS.GENERAL CONTRACTOR ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH FILTER VENT AS MANUF. BY'AIR VENT'(OR EQUAL) NEW CONSTRUCTION: NEW HEADER OR GIRDER SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM AS NOTED ORDER. DOWNSPOUTS W/BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION 0 2x6 EXTERIOR WALLS NOT GREATER THAN 200 AS PER SECTION R319 2x6 INTERIOR WALLS U.O.N. � SHEAR WALL HOLD DOWN CONNECTION DRAWN BY: DOWNSPOUTS AT 40 LINEAR FEET MAX. OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH AS PER 2020 RCNYS. SEE GN-03 BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE VENTILATINGRWC SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE 17__-I ❑ POST ABOVE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7)SQ.FT, FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH,COLOR TO MATCH GUTTER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK 1 0 1 SOLID POST ON A 30"x30 x18 DEEPL�`L (� C f . EET: HEIGHT OF NOT LESS THAN,6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE I I POURED CONCRETE FOOTING STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 f OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. L---I e SOLID POST IN WALL OR QAIMNLC-C 1 - A— 3 u` U L 1 �-t 20-2 - U 011tl101d ToWn f^o�rd of Trus`-es 6334 Northern Boulevard East Norwich, New York 11732 11 Broadway - Suite 3 Amityville, New York 11701 516.308.4646 Phone 516 . 813 . 0924 F a x Info@JoeSelloArchitects.com www.JoeBelloArchitects.com DATE ISSUED: 9-8-2021 -Working Drawings ------------------ 9-21-2021 -Issued to Trustees --------------- -------- T_ ------ IlL L_A— _—A-1 ---- ---------- - --I A 11 II :A t kkj[.ER5HIRDAMMENDMENT: -A I EXTENDINGFROM EAVE TO MIN.-3b' ONROOF-FROMEXT_KALL AS PER 202)N(!5pz--- - 1=r--------- ---- - LIFETIME —------- AftHITECM)PAL ASPHALT =l-A - ROOF-5-II5LE5.COLOR-AND STYLE tt TO M SELECTED BY ONOZ --A I-A I A -------------------------- C,0NTlNl)6E VENT E ----------ir----------11 -I -L__=------- =J-L==--=------------ --A-A IN(5 I A 11--r- ---If --fill ---- -----If ----- - IA- ==-4-1 41 f I A A-1 1 F =--I-A- - ---------- I-A- A -IA----- MI T-------------------------- ----------=------ 4 _IA —14 A 1 _ ,I ,, I � I� - -.- ___ -- -- __ _ I 1 -- ___ - - ----------- -1=1 I j I I iii I'I! I ' I I � -A M SADIK -1 A 1 2 RESIDENCE ' ,� 10° I it ! I 10' i _ _ ___ __ _I LLIiII, 1 2200 Sound Drive r Greenport New York, 11944 LJ L_ II L II I 111 I + iI I I iL J Z; Lit; When a registered design T T� professional has stamped and signed this page(blue ink),they are attesting that to the best of GENERAL NOTE: his/her knowledge, belief, and professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH MAG METAL ARCHITEGTRAL STANDING SEAM plans and/or specifications are THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY VD01'.COLOR AS 5ELEGTW BY OWNER in compliance with the latest CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL Roof Plan New York State Building Code. ALSO NOTIFY THE ARCHITECT If:ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN 0 copyright 2021 THE FIELD PRIOR TO CONSTRUCTION. A-4 SCALE : 1/411= 11-011 FRAMING NOTES: WINDOW&DOOR NOTE: ROOFING NOTES: SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. Legend D A fiC, GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. & FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 FLASHING TO EXTEND MIN. 8"UNDER SHINGLES PROVIDE R-30(UNLESS NOTED OTHERWISE) UNFACED FIBERGLASS BATTS TO FIT SNUG 8"P.C.FOUNDATION WALLS CARBON MONOXIDE DETECTOR 11117 BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR 16"x8"KEYED P.C. FOOTINGS VIF INSTALLED PER 2020 RCNYS FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE MULTI SENSOR SMOKE DETECTOR k SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING BETWEEN BRICK AND UP INTERIOR VERTICAL FACE I INCH MINIMUM. IF APPLICABLE INSULATION. EXISTING CONSTRUCTION: INSTALLED PER 2020 RCNYS -Ix ,032 '713 _\C) SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND 2x4 EXTERIOR WALLS VIF N FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT 2x4 INTERIOR WALLS U.O.N.VIF MULTI SENSOR HEAT DETECTOR SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36" ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. NEW CONSTRUCTION: INSTALLED PER 2020 RCNYS MAGNITUDE. ALL WINDOWS&DOORS TO BE BY'MARVIN'. MUNTIN BARS AS PER WIDE @ EA. SIDE OF VALLEYS. ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT r-7-17-71 8"P.C.FOUNDATION WALLS FILE: ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR 16"1 KEYED P.C. FOOTINGS JL STEEL BRIDLE OR FLUSH CONN. 21137 INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED AT EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.W17H FILTER VENT AS MANUF. BY'AIR VENT'(OR EQUAL) NEW CONSTRUCTION: --- NEW HEADER OR GIRDER SCALE: ALL WALLS AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASS OF TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'l ALUMINUM 2x6 EXTERIOR WALLS AS NOTED NOT GREATER THAN 200 AS PER SECTION R319 ORDER. DOWNSPOUTS W(BAKED ALUMINUM FINISH,COLOR TO MATCH GUTTER. PROVIDE PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION 2x6 INTERIOR WALLS U.O.N. SHEAR WALL HOLD DOWN CONNECTION DOWNSPOUTS AT 40 LINEAR FEET MAX. OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH AS PER 2020 RCNYS. SEE GN-03 DRAWN BY: BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM INCH MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE VENTILATING RWC SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A TO 2020 NYSRC, PART 310.1.1.SUCH OPENING SHALL NOT IMPEDE PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE 13 POST ABOVE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A EGRESS IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SQFT, FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK SOLID POST ON A 30"x30"xil!8"DEEP SHEET: HEIGHT OF NOT LESS THAN 6177'ABOVE THE FLOOR. ANY GLAZING IN SHOWER WITH A MIN. DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETWEEN THE POURED CONCRETE FOOTING STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICAELE. INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. L__J SOLID POST IN WALL OR COLUMN I A-4 FLASH SEP 2 4 2021 Southold 1own Board of Trustees E] E] EXTERIOR FINISH SPECIFICATIONS SIDING: CEDAR TONGUE AND GROOVE T.O. H16"E5T`I;?JVC7E SIDING, PAINTED GRAY \�U PROP05W EL. (+-3-2-707— 6334 Northern Boulevard East Norwich, New York 11732 VERTICAL/HORIZONTAL AS ------------ INDICATED 11 Broadway - rk Suite 3 GABLE END: I2'--—� 121 Amityville, New Yo11701 F2] BEVEL SIDING 3"EXP. MAIN ROOFING: 5 16.3 0 8.4 6 4 6 Phone 'TIMBERLINE HID LIFETIME HIGH 516 . 813 . 0924 F a x 3 DEFINITION SHINGLES' Info@JoeBelloArchitects.com ARCHITECTURAL ASPHALT www.JoeBeIIoArchitects.com SHINGLES BY'GAF'CHARCOAL ----------------- PORCH/ACCENT ROOF: MS 1'METAL ROOF BY'MAC METAL ARCHITECTURAL'TITAN BLACK DATEISSUED: 8 FLOOR 9-8-2021 -Working Drawings TD.51560ND GUTTERS: 6"HALF ROUND GUTTERS,WITH PLATE(9'-0' A.I=FJ 5 9-21-2021 -Issued to Trustees ROUND LEADERS /TN T.O. KNOON5/DOORS WINDOWS: %,.0 ELEV.T-2' Ar-.F. 'SIGNATURE SERIES'BY'WEATHER 9 SHIELD'SEE SCH-1 FOR FULL SPEC VF 203 203 /204\ \B H nWINDOW&DOOR TRIM: 4 ii ! e 'PVC TRIM'BY'EX-CEL'WHITE TRIM: FASCIA,RAKES,BREEZE 'PVC TRIM'BY'EX-CEL'WHITE SOFFIT Fq] /-N TO.5EWO FLOOR -A I 'PVC V-GROVE'WITH LINIER'CORA \,-U 51,113FLOOR VENT BY'EX-CEL'WHITE SCREEN ROOM 'MESH SCREEN PANELS' T.O.EX LOPEPW PLATE 110 /TN T.O.EX FIRST FLOOR8 \�U PLATE(Ll'i A.F.F) AMMENDMENT: \.0 (8-01 A.F.FJ COLUMNS: 12 CCS T.O.KNDON5/POOR5 ❑ 10"X10"STRAIGHT SHAFT COLUMNS ELEV.(T-61 A.F.FJ STAIN GRADE CEDAR WRAP / BRACKETS: 106 12 5"STAIN GRADE CEDAR TIMBERS PORCH: [13] PENNSYLVANIA BLUESTONE FINISH RAILINGS/GUARS: T.O.EX.Ffl�5`r FL.5IJBI'LOOR 14 14 SIGNATURE CABLE RAILING DATUM ELEV. 0.0) SYSTEMS BY VIEWRAIL' EX GRADE ri 01 ri-� Proposed Right Elevation A-6 SCALE : 1/4"= P-0" SADIK RESIDENCE 0- 2200 Sound Drive Greenport New York, 11944 TD.EX.iWa When a registered design professional has stamped and signed this page(blue ink),they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are TD.EX FflR5T FLOOR in compliance with the latest PLATE(q'i AFJ=J New York State Building Code. T.O.EX L011EIRZE19 PLATE @ copyright 2021 (Wl A.Fr-J rT,\T.O.WINDOWS l DOORS H ELEV.(il A.F.FJ o ED At?C. Will. & ISI 8, A, 0 T.O. EX FIRST FL.5113FLOOR 03 -N EX GRADE A.-L] L —U-1111] -41 FILE: 21137 SCALE: Existing Right Elevation AS NOTED C E w r,;. DRAWN BY: A-6 SCALE : 1/4" F-0" RWC S E P 2- 4 �fl SHEET: Southho !d Roard �f J A-6 FIJI El [M L 0 01 f, EXTERIOR FINISH SPECIFICATIONS SIDING: Fil CEDAR TONGUE AND GROOVE TD.HIMBTRI06E 6334 Northern Boulevard SIDING, PAINTED GRAY \,i PROP05EV EL. (+32.09 7--, —------- ---- East Norwich, New York 11732 VERTICAL I HORIZONTAL AS INDICATED ------ 11 Broadway - Suite 3 GABLE END: Amityville, New York 11701 2 BEVEL SIDING 3"EXP. MAIN ROOFING: --- --------- 51 6.3 0 8.4 6 4 6 Phone TIMBERLINE HD LIFETIME HIGH 516 . 813 . 0924 F a x 31 DEFINITION SHINGLES' lnfo@JoeBelloArchitects.com F ARCHITECTURAL ASPHALT www.JoeBelloArchitects.com SHINGLES BY'GAF'CHARCOAL PORCH I ACCENT ROOF: MS 1'METAL ROOF BY MAC METAL 41 F ARCHITECTURAL!TITAN BLACK DATE ISSUED: GUTTERS: FLOOR 9-8-2021 -Working Drawings TD.5ECOND �$ "6HALF ROUND GUTTERS,WITH PLATE(q'-01 A.FF) 9-21-2021 -Issued to Trustees ROUND LEADERS _HINDON5/DOORS T WINDOWS: A.F.F. F61 ' SIGNATURE SERIES'BYWEATHER SHIELD'SEE SCH-1 FOR FULL SPEC 222 WINDOW&DOOR TRIM: 221 -1-J [7] 'PVC TRIM'BY'EX-CEL'WHITE 7 TRIM: FASCIA,RAKES,&FREEZE 8] 'PVC TRIM'BY'EX-CEL'V\IHITE 14 3 Pit SOFFIT TD.5E(OND FLi 9 'PVC V-GROVE'WITH LINTER'CORA VENT'BY'EX-CEL'WHITE T.O.EX FR5T FLOOR ❑ SCREEN ROOM RATE(q'-Ow A.F.F.) 'MESH SCREEN PANELS' Ti EX.L01iiii PLATE 0-0i" A.i AMMENDIVIENT: COLUMNS: t-i TD.HINDON5 DOOR5 11 `10"10"STRAIGHT SHAFT COLUMNS ELE.(T-6'AJFFJ g STAIN GRADE CEDAR WRAP Ao, Kry BRACKETS: nv x. 4 10 '0 12 5"STAIN GRADE CEDAR TIMBERS F 25 (12�3 d1l", Ato i FPORCH: 131 ..... PENNSYLVANIA BLUESTONE FINISH T.O.EX FMT RAILINGS/GUARS: FL.50FLOOR 14 SIGNATURE CABLE RAILING \-!J DATUM ELEV. (+OD) SYSTEMS BY VIEWRAIU EX 6PAVE Proposed Rear Elevation F— �-7 SCALE : 1/4" V-0" SADIK RESIDENCE 0- 2200 Sound Drive Greenport New York, 11944 Ti EX 1;zIVCE en a reg stere esign --- ------- -- professional has stamped and signed this page(blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are —------ in compliance with the latest T.O.EX.FR5T FLOOR -------�7 New York State Building Code. PLATE(q'-Om Al=.FJ copyright 2021 T.Q.EX.LOPERED PLATE Try \,U 0-ON Ai rN T.O.PONDON5/V00R5 II II II II II I ELEV.(0-81 A.i ?,ED A�? Itr 1. `V� 'A" 0 :0 4, T.O. EX FIRST FL.5LUFLOOR y. ati 03 V 'd -0 /-N EX GRADE - 0 N FILE: 21137 SCALE: Existing Rear Elevation AS NOTED A-7 to= 11 ! E C F \V1 E DRAWN BY: SCALE : 1/4 -011 RWC J SHEET: SEP 2 4 2-02-1 IIY221 12 Soutl io!1 Trwn A-7 Board of Ta_ F-1 F-1 EXTERIOR FINISH SPECIFICATIONS SIDING: Fil CEDAR TONGUE AND GROOVE T.O.HI&lE5T'RJD6E 6334 Northern Boulevard SIDING, PAINTED GRAY \,V PROP05ED EL. 52.09 --- ---- East Norwich, New York 11732 VERTICAL/HORIZONTAL AS 121 INDICATED 11 Broadway - Suite 3 F21 GABLE END: Amityville, New York 11701 BEVEL SIDING 3"EXP. MAIN ROOFING: 5 16.3 0 8.4 6 4 6 Phone TIMBERLINE HD LIFETIME HIGH —------ 516 . 813 . 092 4 F a x R3 DEFINITION SHINGLES' lnfo@JoeBelloArchitects.com ARCHITECTURAL ASPHALT 3 www.JoeBelloArchitects.com SHINGLES BY'GAF'CHARCOAL PORCH I ACCENT ROOF: 'MS 1'METAL ROOF BY'll METAL ------- ARCHITECTURAL'TITAN BLACKDATEISSUED: 9-8-2021 -Working Drawings 8 4 GUTTERS: /-N T.O.5EC49tV FLOOR 6"HALF ROUND GUTTERS,WITH \J--/PLATE(q'-Om A.F.F) 5 9-21-2021 -Issued to Trustees ROUND LEADERS 12 CT)T.O.WINDOWS/DOORS WINDOWS: M-./ELEV.Il A.F.F. 9 -- - - 61 'SIGNATURE SERIES'BY F /205 206 Ai SHIELD SEE SCH-1 FOR FULL SPEC 216 WINDOW&DOOR TRIM: R7 J 'PVC TRIM'BY'EX-CEL'WHITE ! I i I IF 1 71 TRIM: FASCIA,RAKES, &FREEZE J--- - -- 'PVC:TRIM'BY'EX-CEL'WHITE [-9] SOFFIT TD.515CAOND FLOOR 'PVC V-GROVE'WITH LINIEWCOR A \,U SffiFLOOR VENT BY'EX-CEL'WHITE T.O.EX Ffl;6T 4 PLATE(q'-Ow AFF I SCREEN ROOM /T FLOOR 5 F10 'MESH SCREEN PANELS' /T-\T.O.EX LONERED PLATE FIT M--J (8'-04 A.F.FJ AMMENDMENT: 11❑ COLUMNS: /IN T.O.KNOON5/POOR5 —————————---6- I 10"STRAIGHT SHAFT COLUMNS ELEV. (V-61 Al=r-) STAIN GRADE CEDAR WRAP BRACKETS: tr 12 5"STAIN GRADE CEDAR TIMBERS K I ilrl NII PORCH: F13 PENNSYLVANIA BLUESTONE FINISHsv n RAILINGS/GUARS: 4 T.O.EX FIRST FL.5ffiFLOOR DATUM ELEV. 14 SIGNATURE CABLE RAILING 0.0) 7- SYSTEMS BY'VIEWRAIL' \ll EX.GRADE POOL EQUIPMENT EX,A/G EX,A16 NEW A/G Proposed Left Elevation SCALE : 1/4"= F-W SADIK RESIDENCE 0- 2200 Sound Drive Greenport New York, 11944 T.O. FXVJD6E When a registered design professional has stamped and signed this page (blue ink), they are attesting a o the best o his/her knowledge, belief, and professional judgement, such plans and/or specifications are T.O.EX FR5T FLOOR in compliance with the latest = - - New York State Building Code. PLATE I A.Fr-j @ copyright 2021 4 T.O.EX LONERM PLATE \,U(b'-Om A.F.FJ /T,\T.O.WINDOWS/DOORS \,U ELEV.(blll AF.F) M. A :4,; T.O.EX,FIRST FL.5MFLOOR 032 -113 EX 6RAM POOL EQUIPMENT EX.All EX A16 FILE: 21137 SCALE: Existing Left Elevation AS NOTED DRAWN BY: SCALE : 1/4"= 1'70" RWC SEP 2 4 2P21 SHEET: CI ofTru,-1-fioF; A-8 w F / y f 2200 Sound Drive, Green Port August 5th 2021 Front (Facing North) y O r "tii «s� J 2200 Sound Drive, Green Port August Sth 2021 Right Side (Facing North) � 3 t� { EE v 2200 Sound Drive, Green Port August Sth 2021 ,_ Right Side (South North) i , r ITH 2200 Sound Drive, Green Port August 5th 2021 Rear (Facing South West) war 2200 Sound Drive, Green Port a._.: .. _ ,. ... .... August 5th 2021 Rear `Facing South East) I � f c R . i e s it TTi 2200 Sound Drive, Green Port August 5th 2021 Left Side (Facing South) rte' 'r. 22 Sound Drive, Green Port August 5th 2021 Left Side (Facing North) N lo'° , i= �rA ♦ Ts ' Oa f♦ 9 P O 11 41 — y ♦ fI ryf S + /,� ,� Y � J f� ♦J O 'I� I ♦ o a 1, s 'mI / ' m0 x d ,� ♦ ♦I ♦ p ♦ m �5 f+ * ' I J � oI s♦ a p t p I O J ♦ A ♦ �p mm m S t ♦I P S '" ♦ b m w r ', fm ♦I ,♦ y C� p �C oma ,]MO P �m f •f 'jJP _ COUNTY OF SUFFOLK © > lPun+Ol• �"°" IM OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annex " a P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 12, 2021 Re: LWRP Coastal Consistency Review of HALIT SADIK LEGACY TRUST SCTM# 1000-33-1-16 Robert Conway, R.A., on behalf of HALIT SADIK LEGACY TRUST requests an Administrative Permit to construct a 2,576sq.ft. second floor addition entirely above existing first floor footprint, consisting of four (4) bedrooms; fireplace; five(5) baths, laundry, storage; and a 844sq.ft. rear terrace with spiral stair; and to construct a first floor 42sq.ft. entry from existing porch with stairs. Located: 2200 Sound Drive, Greenport. SCTM#: 1000-33-1-16 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 proposed action is EXEMPT from LWRP review pursuant to Minor Action: ll. Additions to an existing building or rebuilt residential structure which results in no net increase in ground area coverage, except where the parcel is located in a coastal erosion hazard area; Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney �1 Maim Diane From: Robert Conway <rob@joebelloarchitects.com> Sent: Tuesday, September 28, 2021 2:22 PM To: DiSalvo, Diane Subject: Re:2200 Sound Drive, Greenport Attachments: Hal itSadikLegacyTrustU_A9_1_12--FullyExecuted (1).pdf Hello Diane, There is no work proposed to the existing screen Patio.There is a second open terrace proposed above, but it will be constructed above the existing roof and nothing is changing or being altered or modified with the existing screen patio. I am attaching the Documentation the owner provided me on the Trust.The legal name of the Trust that owns the property is"Halit Sadik Legacy Trust" Best, Robert Conway Senior Architect X 516-308-4646 Office 631-229-3482 Direct 516-813-0924 Fax www.ioebelloarchitects.com On Tue,Sep 28; 2021 at 1:49 PM DiSalvo, Diane<diane.disaivo@town.southold.ny.us>wrote: } On your Sheet A-2 please clarify if anything is being proposed to be done to "Existing Screened Patio". It is not clear to US. Also—Town records show ownership in: "Sadik Halit Legacy Trust" not as you have named. Please clarify and we will need to see proof that signor—Luan Sadik is a named Trustee. 1 n 's } Thank You i pia we visa Ivo O fficce Assistn v,t southoW,, TowvL TvLtstees Po. goxis;� SOV-thoW, Notice: This message, and any attached file, is a PRIVATE communication intended only for the use of the individual or entity to which it is addressed, and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. Nothing in this email message should be construed as a legal opinion. If you have received this communication in error, please notify us immediately by reply email and delete all copies of the original message. Thank you. z Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 A Michael J. Domino d" t.ATelephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Applicationr--, Wetland Permit Application D C Administrative Permit Amendment/Transfer/Extension SEP 2 4 2021 q.9#1.74 Received Applicat;'on: Amendment/Transfer/Extension Fee: $ PA ov Completed Application: Southold Town .Incomplete: Board of Trustees SEQRA Classification: Type I_ Type H Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: aloordination:(date sent): —/LWRP Consistency Assessment Form Sent: ZCAC Referral Sent: Date of Inspection: Receipt of CAC Report: —/echnical Review: Public Hearing Held: 10, Resolution: Owner(s)Legal Name of Property (as shown on Deed): Halit Sadik Legacy Trust Mailing Address: PO. Box 216 Forest Hills, NY 11375 Phone Number: Lou Sadik - 917-951-3965 Suffolk County Tax Map Number: 1000 - 033.00-01.00-016.000 Property Location: 2200 Sound Drive, Greenport, New York 11944 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Robert Conway R . - Bello Architects Mailing Address: 6334 Northern Blvd. East Norwich, New York 11732 Phone Number: 631-229-3482 Email: Rob@JoeBelloArchitects.com Board of Trustees Appli,< '-,ion GENERAL DATA Land Area(in square feet): 33,352 sf Area Zoning: R-40 Previous use of property: Single Family Residence Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X 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 X 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 X No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Pool Permit#8405 - 7/21/2014 Board of Trustees _ Building Department Pool Permit #38928-Z - 6/3/2014 Southold Wastewater Disposal District Operation Permit #3487-R - 7/16/96 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: N/A Project Description(use attachments if necessary): Proposed 2nd floor addition to existing 1-story dwelling Minor Alterations to 1 st floor, for new stairs & entry from existing porch - 42 sf added, Aprox 276 sf. altered Proposed 2nd floor entirely above footprint of 1 st floor. 4 Bedrooms, 1 gas fireplace, 5 baths, Laundry, Storage, & Rear terrace w/spiral stair to yard. Proposed 2nd Floor addition = 2,576 sf, Proposed Rear Terrace w/ Spiral Stair = 844 sf. Board of Trustees Appli, -":ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Proposed second floor 2,576 sf., Proposed Second Terrace w/ Spiral Staircase 844 sf. (all directly above existing first floor) Proposed First Floor addition @ entry 42 SF., Proposed First Floor alterations (for new Stairs) 276 sf. Area of wetlands on lot: +/- 1,200 sf(Tidal) square feet Percent coverage of lot: 13.5 Closest distance between nearest existing structure and upland edge of wetlands: +/- 160.5 feet Tidal Closest distance between nearest proposed structure and upland edge of wetlands:+/- 153.4feet Tidal Does the project involve excavation or filling? _X _No Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: N/A 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): No impact 617.20 Appendix B Short Environmental Assessment Form Instructions for Completin14 Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Sadik Residence Project Location(describe,and attach a location map): 2200 Sound Drive, Greenport NY 11944 SCTM# 1000-033.00-01.00-016.000 Brief Description of Proposed Action: Proposed 2nd floor addition to existing 1-story dwelling. Minor Alterations to 1st floor,for new stairs &entry from existing porch -42 sf added,Aprox 276 sf. altered. Proposed 2nd floor entirely above footprint of 1st floor. 4 Bedrooms, 1 gas fireplace, 5 baths,Laundry, Storage, &Rear terrace w/spiral stair to yard. Proposed 2nd Floor addition= 2,576 sf, Proposed Rear Terrace= 844 sf. Name of Applicant or Sponsor: Telephone: 631-229-3482 Robert Conway R.A. - Bello Architects E-Mail: Rob@JoeBelloArchitects.com Address: 6334 Northern Blvd. City/PO: State: Zip Code: East Norwich New York 11732 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Town of Southold Building Department-Building Permit ❑, FRI Suffolk County Department of Health Office of Wastewater Management-Septic Permit 3.a.Total acreage of the site of the proposed action? 0.766 acres b.Total acreage to be physically disturbed? 0.023 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.766 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) []Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑Other(specify): ❑Parkland Page I of 4 5. Is the proposed action, NOI YES N/A a. A permitted use under the zoning regulations? ±❑ ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ,❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Long Island Sound EJ a 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES FRI El b.Are public transportation service(s)available at or near the site of the proposed action? M ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment:,Onsite septic system,to be upgraded or replaced with approval from Suffolk County Department of Health Office of Wastewater Management El, ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Fx—l' ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ®Shoreline El Forest ❑Agricultural/grass lands El 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? EX.] ❑ 16.Is the project site located in the 100 year flood plain? NO YES ,X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ? ❑ ❑ ❑ a.Will storm water discharges flow to adjacent properties. ❑X NO YES b.Will,storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO XQYES Storm water run off from roofs will be contained on-site with drywells 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 Yes,explain purpose and size: a ❑ 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: E. ❑ 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: �, ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/s0 e: Robert Conway R.A. - Bello Architects Date: 744�/,Z! Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning a ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 1-1 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 1:1establishment of a Critical Environmental Area(CEA)? El 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 D reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ET a.public/private water supplies? b.public/private wastewater treatment utilities? o. F] 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box ifyou 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. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Appli," ,tion ;AFFIDAVIT `'\�A&`V-\ Q`�N BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED 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 THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature o Property Owner Signature of Property Owner � d'1 SWORN TO BEFORE ME THIS GD DAY OF _�Vkwti0�- _; 20 �4 Not b JACQUES A.SA11TH Notary Public,State of No wyork No.01 SM610^,621 Oudhed to Queens County Commtssm Expires Jan.26_2; �� Boa of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, owners of the property identified as SCTM# 1000- 033.00-01.00-016.000 in the town of Greenport ,New York,hereby authorizes Robert Conway R.A. - Bello Architects to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF 20 Notary Public Board of Trustees Applies-,,tion AUTHORIZATION (Where the applicant is not the owner) I/We 5 A, -- T, owners of the property identified as SCTM# 1000- 033.00-01.00-016.000 in the town of Greenport New York, hereby authorizes Robert Conway R.A. - Bello Architects to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Propert Owner's ignature Property Owner's Signature SWORN TO BEFORE ME THIS I©X~ DAY OF .��yt/ , 20 _ Notary Pur IVPVMb JACOUES A.SMITH Notary Public,State Of Newyork No.01 SM6104621 Qualified In Queens County !!__ CMIUssion Expires Jan.26 APPLICANT/AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits-conflicts of interest on the-parof town fi rs and emplovees:Tfie purpose of this form is to-provide information which can alerUft town ofpossible conflicts of interest and allow it to take,*hateyer action is'. •necessarito avoidsame[ L YOUR NAME:_ J A��9— (Last name,drst name,spiddle init' ,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 Variance Trustee X 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 l 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 th' day of !1-J""200 2( Signature, Print Nam s• Form TS I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of-Southold's Code of Ethics prohibits conflicts of interest on the part or 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 itdo take what6ver_action is necessary•to,avoid same. YOUR NAME: (foAt.-t .?Z4�ey* W l o A%jQ-A ame,first name,diddle initial,unless you are applyingin 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 Variance Trustee X 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 )C If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Sou t old / 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 this2(s day ofd nv r 20W Signature Print Name Form TS l Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area-(which includes all of Southold Town 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- 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#1000-033.00_ 01.00 - 016.00 PROJECT NAME Sadik Residence 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: 0 Nature and extent of action: Proposed 2nd floor addition to existing 1-story dwelling Minor Alterations to 1st floor, for new stairs &entry from existing porch - 42 sf added,Aprox 276 sf. altered Proposed 2nd floor entirely above footprint of 1st floor.4 Bedrooms, 1 gas fireplace, 5 baths, Laundry, Storage, &Rear terrace w/ spiral stair to yard. Proposed 2nd Floor addition= 2,576 sf, Proposed Rear Terrace w/Spiral Stair= 844 sf. Location of action: 2200 Sound Drive, Greenport,New York 11944 Site acreage: 0.766 Present land use: Single Family Residence Present zoning classification: R-40 2. If an application-for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Robert Conway R.A. - Bello Architects (b) Mailing address: 6334 Northern Blvd. East Norwich NY 11732 (c) Telephone number: Area Code( ) 631-229-3482 (d) Application number, if any /! I 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. a Yes ❑ No ❑ Not Applicable Proposed action is to construct a second floor, directly over existing first floor. The subject property exists within an established residential neighborhood Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable Proposed action is to consti a second floor, directly over existing fi loor. Minimal disturbance to lot,which has been previously improved. 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 0 Yes ❑ No ❑ Not Applicable Proposed action is to construct a second floor, directly over existing first floor. The proposed is consistent with established character the surrounding property being a residential neighborhood with a mix of 1 &2 stogy homes. The Bluffs are covered with well established natural vegetation. Both seaward East&West Property lines have .e�tahlished »rivacy greenery further c reeninu home from the Lona Tsland Sound 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 X Yes ❑ No ❑ Not Applicable Proposed action is to construct a second floor, directly over existing first floor. The proposed action utilizes the xis ing home foundation and does not come any closer to bluff line then prior developed structures 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 Yes 0 No ❑Not Applicable As part of Proposed action upgrades/replacement of existing onsite septic system will be carried our,with approval from Suffolk County Department of Health Office of Wastewater Management. All roof storm water —run off to be contained on-site with drywells. 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. Rx a o Yes No Napplicable -� Proposed action is to construct a second floor, directly over existing first floor. The proposed action utilizes the existing home foundation, and does not come any closer to bluff line,then prior developed structures. 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. ❑X Yes [:] No ❑ Not Applicable Proposed action will comply with energy efficiency codes, and utilize high efficiency mechanical systems. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable Proposed action is to construct a second floor, directly over existing first floor.The proposed action utilizes the existing home foundation, and does not entail demolishing or disposal of existing structure. Any items to be altered/replaced from existing structure will be recycled or salvages for re-use as much as posilbe. PUBLIC COAST POLICIIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YcsD No 0 Not Applicable Proposed action makes no impact on public access to coastal waters or public land Attach additional sheets if necessary WORKING COAST POI ES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No FX� Not Applicable Proposed action makes no impact on Water-Dependent uses Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No © Not Applicable Proposed action makes no impact on use of living marine resources 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. 0 Yes ❑ No[X] Not Applicable Proposed action makes no impact on agricultural lands. 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. 0 Yes ❑ No ❑ Not Applicable Proposed action will comply with energy efficiency codes, and-utilize high efficiency mechanical systems. PREPARED BY Robert Conway TITLE Architect DATE 9/9/21