Loading...
HomeMy WebLinkAbout1000-33.-1-16 OFFICE LOCATION: ���� S�(/Ty0MAILING ADDRESS: Town Hall Annex h0 1p P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) CIO Southold, NY 11971 • Telephone: 631 765-1938 o< 'rou � 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 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 si fi c 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- SU porting 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 0 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. • u 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: 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. 0 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 Yes ❑ No 0 Not Applicable Proposed action is to construct a second floor, directly over existing first floor. 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 j2roperM being a residential neighborhood with a mix of 1 &2 story homes. The Rlnffs are covered with well established natural vegetation Both seaward East &West Property lines have estahl_ished privacy greenery further Screening home from the T ong_Island 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 existing home foundation and does not come any closer to bluff line then prior developed structures Attach additional sheets if necessary Policy S. 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 ❑ No F]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. CD ❑ ❑ 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 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. 0 Yes F—] No F-1 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. 0 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 POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑ Not Applicable Proposed action makes no impact on public access to coastal waters or public land Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes [_1 No FL] 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. ❑ Yes ❑ No 0 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 R►N� SovNo SONG W PTF?, 0 ON 01 128121 Lia @ 91 E C E � W FOO?oF D WP(F?1`NE? O.go 11 I SEP 2 4 2029 Sou,l iQld Town Board of-(rustees ��O <� SOS 119 aui O a. m 00 E �09pX1 , 33 0o�titig c �000pX3$ rn 6 'cP� �r t X140 S:$ X 1� J�, ELGOlt X. OQ OF to j iFy yO2 `� / 3 \N00, GP�NG? 0 o f GP\E i S 0-4 OS�p / P5M rl SEP T < F XE\ NOVX11 i i NG i.' n .��`•`� rl/�rl iF�PME gar / �SII rirr \0000 �P\'\' fi` iGPF�G?53'/ / 1 JAN( E\ fig' 4588 ''59. tONFeOOF \\\ Vol, QOOFFOV\F PI �� A 1a m; \ x E n 9 'oo m e o VN � \ 'F \A \\ Oq X UA \ no• / 005 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; C CSC CONSTRUCTION DATE: Y 28 202�1� 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 LAND SURVEYING r 1µ� OF THE NEW YORK STATE EDUCATION LAW. 61-04 79th STREET - 2.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED MIDDLE VILLAGE NY 11379 s` SEAL SHALL NOT BE CONSIDEREDTO BE A VALID TRUE COPY. TELEPHONE(347)981-8435 10ERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THESURVEY i FAX(347)730-6691 IS PREPARED,AND ON HIS BEHALF TO THE TITLE COM PANY,GOVERNMENTAL,AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, WWW CSESU WALA.COM CERTI FICATIONSARE NOT TRANSFERABLE 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 TOWN OF SOUTHOLD "•' :)C�', c ~'�t� CERTIFIED TO: COUNTY OF SUFFOLK DEPARTMENT OF BUILDINGS STATE OF NEW YORK DISTRICT 1000 SECTION 033.00 BLOCK 01.00 LOT 016.000 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