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Home My WebLink About1000-141.-3-39 SCTM NO DISTRICT 1000 SECTION 141 BLOCK 3 LOT(S)- 39 _ k V'`tv � `�i :' ' :}v�'1 1�" ♦/,fit; Y.�'{':. ,6t' i, ler s,.,. i..''Pat _-':,, :;•: '•' .�0 �,'°�, s ,,��y °m, :��„`7{ 1\`t 4 16S .,i: yr �•': i.^ j,,, ,, ti t.� .a � \ \\ to � � ,,.1,�„;•�,,� ?. �,tcv:. _^,', ,y�',,�o��'`";e�i; 37\p0 B GE LAND N/F OF \ 74o E FEN o o 41. ,•. .„5. e F. T '� ', INDEPENDENT GROUP HOME oa'N N 6' sT AD 16 LIVING PROGRAM INC MON Z z - 15 r KEY MAP - \ MATTITUCK, N Y woo C5 O 1 2'WCD RECEIVE ` 2 i I SEP 2 3 ZOZO \ g7' 00 Southold Town o o 0 0 _ Planning Board QOP EXISITNG SHEDS, o z 56 \ DECK,SHOWER ? BILCO TO BE 60 5E 29 DEMOLISHED -$1 \\ m w u� rn SNED m N5' W - 40 SHOWER O DECK I m 165' 155 I LAND N/F OF 57 GEORGE L PENNY INC GONG 16 t z o o \ \ CON 15'E o 17 W \ \\\ i 6 2 SME �. 1 55' \ - POST/WIR # 2 DEI-O G. 10 \\ \ T E , 5 FENCE a w \\ o g' j N 6 1 205' 159 \ LAND N/F OF GAVERE D PORCN \ SMP CAPITAL LLC \ \ 33�\ oo u' 5 7'E\\ 0 O x > A \ 16 { y y< 0 ` j WELL 1 m UMBER CQRB \ m \ \ ` o Y O \SCA DRIVEWA � \\ p••� `\\ \ 4 9'E ' ` -- ---- - -------- 18 -----118 i \ ppt1 0 6'E 346 60' S 77op3t MON j \ UP. i ' EDGE OF PENT AVEM1 // (66')f® D------ -- -�® rf l D AVENuE) (SO UP THE WATER SUPPLY, WELLS, ' YWELLS AND CESSPOOL FEMA MAP#36103C0481H ZONE X LOCATIONS SHOWN ARE FROi ELD OBSERVATIONS AND OR DATA OBTAINED FRG:-'-')THERS AREA:19,234.49 SQ.FT. or 0.44 ACRES ELEVATION DATUM NAVD88 `," _ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW '�'�PIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICA-1-', ) HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND L.;''IDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF DESCRIBED PROPERTY CERTIFIED TO: 12425 SOUND LLC; MAP OF FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED- THE JUDICIAL TITLE INSURANCE AGENCY LLC; SITUATED AT MATTITUCK TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC v SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ,4l P.G. Box 153 Aquebogue, New York 11931 FILE # 220-18 SCALE.1”=30' DATE JAN 30, 2020 PHONE (631)298-1588 FAX (631) 298-1588 NY S LISC NO 050882 maintaining the records of Robert J Hennessy & Kenneth M. Woychuk BUILDER ARCHITECT-ENGINEER BUII XR: 2— o u n d L L 4 uow"" Proposed New Two Story Addition & Renovations 3- 12425 Old Sound Avenue , Mattituck NY 11952 'Permit Set' 5=1 4=20 ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 I - —- --- - --- ---- --- ----- ------- - -- --- -- --- ---- - ----- - REVISIONS -- ------ --- ---- — --------- - - - -- - -- -- ---- - - - - REVS DATE AREA CHANGE 7-15-20 Site Exist/Demo Site Plan Added ------------------------------- ------------- ---- - - - - - - -- ---------- syK. LHA L I REFERENCED DRAWINGS 11 111 H1111 -------------------------------------------- DRAWING TITLE DATE REV. # _ I I I 1-� I I O O I NEW TWO I EXIST (2) STORY STORY ADDITION RESIDENCE Drawing List Project Location C-1 Cover Sheet KEY PLAN D-1 .0 Basement & 1 st FI Exist/Demo Plan °�"� No 111 DATEDRAIIVIV: 5-2-20 DRAWN BY: CJM r. D-1 . 1 2nd A & Roof Exist/Demo Plan 12,12',Old SCALE: NTS PROD MAN: DK 1 D-2.0 N&W Exist Elevations Sound Avenue D-2. 's I a ' n A-0.0 Com p 9 Compliance-Plumb Dia -Protection `'�� A-0.01 Exist/Demo & Proposed Site Plan -0. 1 General otes A-0.2 Wind Load Conn. & Constr. Details I A-1 .0 Basement & 1st FI Framing G�;;,,�� TTrrl-E: A-1 . 1 1st FI w/ 2nd Fl Framing Cover Page A-1 .2 2nd FI w/ 2nd FI Ceiling Framing JOB: A-1 .3 Roof Plan A-2.0 N&W Elevations 12425 Sound LLC A-2. 1 S&E Elevations 12425 Old Sound Avenue RECEIVED Mattituck New York SEP 2 3 2020 DESIGNER: Kolb Mechanical Southold Town Planning Board ENGINEER: - MECH CENTER: - JOB#. PG #: C-1 BUILDER-ARCHITECT-ENGINEER Bulu3m I I 2— I I I I r--------------------------7------------------------I-------T--------T-------,------ J L------ -------- -------- -------------------IFL---------------1-------L---------------- 3- ' I II I I I I I LI II J II II I II I U i EX16T FIRST FLOOR FRAMING TO REMAIN ISSUE DATES IL--------------------- REMOVE EXIST -------------------il FIRST FLOOR -------------------J i FRAMING Prel. Review 5-12-20 I I Permit Set 5-1420 I I II u I I I I I I I I I r1 REVISIONS I I IL--------- - - J L L--------------------------L-----------I-----r- --z------ L--------L-------L--------- I I I REVS DATE AREA CHANGE I I I I I I 7-15-20 Site Exist/Demo Site Plan Added DEMO i EXIST TO REMAIN I I I ----------------------------------------- I I I I I I I I I • I I I I I I I I I REFERENCED DRAWINGS DRAWNG TITLE DATE REV. Proposed First Floor Exist/Demo Plan Scale: As Noted r—� I I I I J L----- I ---------------------------------------------------------------( LOCATION I I I I I ' I I I KEY PLAN I I ' I I ' I DATEMAWN: 5-2-20 DRAWN BY: CJM REMOVE EXIST I SCALE: °- FOUNDATION, SLAB EXIST FOUNDATION /a -1 PROD MAN: DK P�ILGO, & FOOTINGS TO REMAIN I I � I I I I I I I I � I I � � � I I I I I I , I I I I I I I I , I I I I I I I I I I I I I L------------------------- ----------------- --------------------------------- I I I I I I I I I I I I I 1 I I I TITTLE: I � � DFJvlO TO EXIST Basement & 1st Floor I I I ' REMAIN Exist/Demo Plans I I I 1 1 I L----1----------------------------------------------- JOB: i RECEIVE12425 Sound LLC Proposed Basement Exist/Demo Plan SEP 2 3 2020 0 0 12425 Old Sound Avenue Scale: As Noted Southold Town Mattituck New York Planning Board DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - J06 PG #: D-1 .0 BUILDER-ARCHITECT-ENGINEER 1 BULI)M 2— ------------------ ---------------+- ---- -------------------------------- I I I I I I -------------- ---, I I ' 3- I I I ' I I ' I I ' I 1 ' I I ' I I I r------------------------------------------------------�--F--- I I I ------------------------� 7 -----------------------------------------------------1---I----- , I ISSUE DATES I i i Prel. Review 5-12-20 I I Permit Set 5-1420 --------------------------------------------------------------- I I I REVISIONS I I I REV# DATE AREA CHANGE REMOVE EXIST I i 7-15-20 Site Exist/Demo Site Plan Added ROOF FRAMING EXIST ROOF ' • i � i FRAMING TO ' I ' REMAIN ------------------------; - ----------,-----, ----T---------------------------------------- REFERENCED DRAWINGS I I I I I I DRAWING TITLE DATE REV. I I PMO I EXIST TO I I REMAIN I I I I I I I - ----------------- L 1-----L------------------------------ -------------- L----1-----L------------------------------- ----- -L--------------------------------------------------------------------- Pro osed Roof Exist Demo Plan Scale: As Noted --------------------------------- ------------------ I I LOCATION I I I I I r— I KEY PLAN r-------------------------- -----------------------------------------------------� � , I II r-------------------------------------------------------------- II DATEDRAWN: 5-2-20 DRAWN BY: CJM I 11 I SCALE: 'YA PROJ MAN: DK ----------------------- I III II � , I II II-II ----------------------� 1 I I I I I I I I I 1 REMOVE EXIST I i SEGOND FLOOR ----------------------- ------� I I I FRAMING EXIST SECOND I ; FLOOR FRAMING TO REMAIN i TITTLE: Second Floor & Roof L---------- r----T----------------------------------------- Exist/Demo Plans I I I JOB: I I MEMO EX16T TO ' REMAIN I -----------------J 12425 Sound LLC I I I I I I I I I L----1-----L----------------------------------------- RECEIVED ---------------------------------------- RECEIVED 12425 Old Sound Avenue 3 202Q Proposed Second Floor Exist Demo Plan Mattituck New York It Scale: AS Noted old Town DESIGNER: Kolb Mechanical Planning Board ENGINEER: - MECH CENTER: - JOB#: PG #: D-1 .1 BUILDER-ARCHITECT-ENGINEER BUILDER 2- 3— ISSUE DATES <� '� r i \�� > Prel. Review 5-12-20 I I I I L------JI 1 Permit Set 5-1420 I I I � I I I � I I I I � I I I I I ---- REVISIONS I I I I REV# DATE AREA CHANGE I I I I I , I r---------------------- I 7-15-20 Site Est/Demo Site Plan Added I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I L------J I I ------------------'T -------------------------------------Fr REFERENCED DRAWINGS II I � II II I � II L------------------------------------ I DRAWING TITLE DATE REV. # � I I I I I I I I I I � 1 I I I I I I I North Elevation Scale: As Noted -------------------------------------------------------- I I I I I I I I I KEY PLAN I ---------------------------------------------------------------- DATEDRAWN: 5-2-20 DRAWN BY: CJM !--------------------------------------------------------------- I SCALE: Y4"=1' PROD MAN: DK I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------------------I- L-------� 1 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I L------J 4----------, I TITTLE: - ---- I I I i ---- Proposed North & West DEMO Ex16T TO REMAIN ----------------------r I Exist/Demo Elevations I I JOB: I I I II I I I I I I I I i I I ' 12425 Sound LLC RECEIVES West Elevation 12425 Old Sound Avenue SEP 2 3 2020 Scale: As Noted soot old Town Mattituck New York Planning Board DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOBt: PG #: D-2.0 BUILDER-ARCHITECT-ENGINEER 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 , REVISIONS REV# DATE AREA CHANGE 7-15-20 Site Exist/Demo Site Plan Added REFERENCED DRAWINGS DRAWING 111LE DATE REV. # E-1-ev Scale: As Noted --------------------------------------------------------------- I I I KEY PLAN I I DATEDRAWN: 5-2-20 DRAWN BY: CJM I I SCALE: %4"-1' PROD MAN: DK -----------------------------------------------------I I I I I I I I I I I I ------ r------ 1 I I TITTLE: Proposed South & East I I --__-______ Exist/Demo Elevations Exlsr To PEW - REMAIN I i JOB: 4 I q � I I I 12425 Sound LLC I I I RECEIVED 12425 Old Sound Avenue East Elevation SEP 2 3 2020 Mattituck New York Southold Town DESIGNER: Kolb Mechanical Scale: As Noted Planning Board ENGINEER: - MECH CENTER: - JOB#: PG #: D-2.1 BUILDER-ARCHITECT-ENGINEER i=~I C' J 4 REScheck Software Version 4.6.5 ,� / ( �I' III � r II T. � � � �{ ! �)�' II � ; 2_ NifCompliance Certificate , , , Ii , ;I, II ; I , , r� II �, Ij J I tI �i 11 �1 � ( 1 �' ^ ' f105TPMLE555r'_'L I i SCREW ,' WOOD OR W ' WASMsp1YOC Project 12425- 2 Story Addition & Alterations � ]TOC. 1:• i Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Multi-family RYAr�GL�vivT�DSHEA11Nc � ' Project Type: Addition 11 11 ! I 1 J 1 f ( 7,116'01B -~ —` - (ALTE0.NAT^.SIE: .. ) I -` Climate Zone: I j ( APA FA TED SHEAHR i( ) re Date I I G0.ADf RY1\Y%]0 Permit Number: I jI I ( I I J I i I � �I I �, I I(, I ALIERNAIIYLt me•°sa f� III I ( ( �f •tO OR S (A SS STTTI"h° 1 �, �II Construction Site: Owner/Agent: Designer/Contractor: DR SCR - wowSCREYlS w( � 12425 Old Sound Avenue 12425 Sound LLC Drew Kolb WASFERS 9 12-0 C Mattituck,NY 11952 12425 Old Sound Avenue 11500 Old Sound Avenue ( I f 1 1 1 WINX09LL Riverhead,NY 11952 Mattituck,NY 11952 (631)298-5552 (631)298-5552 f " ' ISSUE DATES dkolb@kolbmechanical.com dkolb@kolbmechanical.com 24 OC 4• Prel. Review 5-12-20 Permit Set 5-1420 Compliance: 2.6%Better Than Code Maximum UA: 739 Your UA: 720 Maximum SHGC: 0.40 Your SHGC: 0.35 1 / The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. -A-{-- - --- ; _;--4-1 It DDES NOT provide an estimate of energy use or cost relative to a minimum-code home. I Envelope Assemblies • i i , J i i I .� , I I - 11 REVISIONS 2,555 38.0 0.0 0.030 77 Ceiling 1:Flat Ceiling or Scissor Truss 11 T I I Wall 1:Wood Frame,16"o.c. 4,915 15.0 0.0 0.077 310 I I ' S I I I REV# DATE AREA CHANGE l ti i ` I l i l ; Window 1:Wood Frame:Double Pane with Low-E 800 0.280 224I� I!, ,y __/AAPPTA14FGY.000 SHGC:0.35 7-15-20 Site Exist/Demo Site Plan Added ._ 1 t ,1 I: 11u 1 ,:: ' I� 1 :I' • Door 1:Solid 95 0.170 16 I �I ! Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,262 30.0 0.0 0.033 75 �' •I _ _- , ��_ - 1SI_ Basement Wall 1:Solid Concrete or Masonry 214 13.0 8.0 0.082 18 Wall height:8.0' Depth below grade:7.0' ( ! f ( ( I Insulation depth:3.0' 2x4 DF=: ! snms r,, Compliance Statement. The proposed building design described here is consistent with the building plans specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REFERENCED DRAWINGS REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I � f I ( � � n ( � , (J i � , , r-i l L10 AT STEEL I i "I' I J 1 f ( � I ! DR GALVANIZED I 1 WOUDSCRL I { I l f wnwPsp1?Wo/ C Signature Date-Title DRAIMNG 7I1LE DATE REV MOLTIPLEPLWq"J°ASS:M9LI'S 2-2x4 M.2 SrVDS CGN•6CTED TWITHER V.TTN STAINLESS STEEL OR CALVINLaV BOLTS W!WASHERS AND NUTS 4 2'-0.O.C. WIND-BORNE DEBRIS PROTECTION FOR_WOOD_STR_U_CTUR_A_L PANEL AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16- AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND RAIO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Project Title: 12425- 2 Story Addition&Alterations Report date: 05/12/20 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL Data filename: K:\CAD-Projects\Projects\2020\Kolb-12425 Sound LLC\Rescheck\12425 Sound LLC 5-12- Page 1 of 9 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESTGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 20.rck HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Compliance Cert. Protection Details NTS NTS ROOF J' VENT Tm Rom -' vEur TFU F,-m t vwr Tw w m Mai BAlh WE - i LOCATION 1 I I I Ifo IZ ' 1 j 164• IZ I I j �{§• IZ I ' ' N � I I I I I I I I TlA I I I ITIP LAVi TaET i i I iLiv i Tomr i i I LAV i ToLff ; i I KEY PLAN � � I srt�c I I sMc , I SMC BATEMAWN: 5-2-20 DRAWN BY: CJM SECOND FLOOR ' I SCALE: �4°=1 t PROD MAN: DK 64 2" I 64"' I I I I I I KOBHElm I I �--- _ BM LAUNDRY -T_ ---r--'-___-- I I ITip � T III ; ; I I I I I I 1 I I 1 1 I 1 I I I I I LAV I TOIIEf 1 I LAV I Ta+�T I I LAV I Ta kr I � I I �2RJC I � I e I I SMC I I I I I I I I I I I I FIRST FLOOR I I ` r ; GD TITTLE: 2 - Compliance, Riser Dia. , LAUNDRY LAUNO � I J 1 & Protection I , JOB: To NEw 6EpW TM a tE`►d g,ANITPRY MW YVM Wilt BASEMNT 12425 Sound LLC RECEIVED 12425 Old Sound Avenue Riser D i a q. SEP 2 3 2020 Mattituck New York NTS --- Southold Town DESIGNER: Kolb Mechanical Planning Board ENGINEER: - MECH CENTER: - JOB#: PG #: A-0.0 BUILDER-ARCHITECT-ENGINEER 1 BUII�ER. 1 2— = - - — — — — — — � PROPERTY LINE I I I LOT COVERAGE II I II I CURRENT EXIST BUILDING LOT COVERAGE (W/ PORCH): 1,330SF I I I I TOTAL PROPOSED BUILDING LOT COVERAGE (W/PORCH): 3,140SF (16.4%) 3— I I 49'-78"� 1 BUILDING SIZE: I -1 \ CURRENT EXIST: 1,950SF �PWI ��W� 1 EXIST (TO REMAIN): 1,255SF I T T I PROPOSED ADDITION: 3.815SF ' TOTAL PROPOSED STRUCTURE 5,068SF I 84'-2" 1 I ISSUE DATES 15'-9" - I I APPROX. LOCATION OF EXIST 1 27'-9' — — \' TO 5EPTIG- BE REMOVEP. 5d REAR YWP 5E FAC 1 I I 11 Prel. Review 5-12-20 l i I i Permit Set 5-14-20 1 1 NEW WALKWAY I I I I I I I I 1 NEW Polzu-t I I I REVISIONS op -- EXIST SHED TO BE REMOVEP NEW PARKING ' I I NEW 2 STORY ADDITION DATE AREA GiANCE I l i 7-15-20 Site Exist/Demo Site Plan Added I ----- 1 EXIST PECK TO BE REMOVED i 1 1 � I NEW waxwAY I I EXIST SECTION OF (2) STORY 1 II I 1 RESIDENCE TO 15E REMOVED NM PORCH I I i-� EXIST FENCE REFERENCED DRAWINGS EXIST CONCRETE STOOP 1 REFERENCED I DRAWNG TITLE DATE REV. '-5" -- - I X EXIST () STORY RESIDENCE NEW PARKING EXIST (2) STORY RESIDENCE Fn < I II D EXIST PORCH II I EXIST PORC11 APPROX. LOG OF 1 NEW WALKWAY I ><) NEIGHBORING WEI I 3'-5" I _ TO PE ABANDONED 15'-9" q I I PROPOSED SANITARY SYSTM— DWS (1) 2500 GAL SEPTIC, TANK I (2) JOW 166 SEPTIC LEACHING POOLS I I ST I W/ FOaM FOR 507. EXP L J 83'-4" EXIST DRIVEWAY TO M I I \ I R��ONFIGlJRE12 I \✓ / �\ EXIST PARKING TO BE REMOVED �I ` SL-P) EXIST PARKING AREA I i LOCATION TO REMOV I i N I ILUI I ` te l KEY PLAN N --- DATEDRAWN: 5-2-20 DRAWN BY: CJM I I SCALE: 1"=20' PROD MAN: DK OLD SOUNP AVENUE OLD SOUNP AVENUE TITRE: Exist/Demo & Proposed Site Plan JOB: 11110. 110 Exist/Demo Site Plan Proposed Site Plan Scale: As Noted Scale: As Noted RECEIVED 12425 Sound L L C SEP2 3 2020 12425 Old Sound Avenue 1 Southol Town Mattituck New York Planning Board DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG #: A-0.01 BUILDER-ARCHITECT-ENGINEER ,� BUILDER; GENE=RAL WIND FRAMING NOTES NAILING SCHEDULE - - - ,------- -.-- ' LA N CNO'E6 ROOF FRAMING: OCCUPANCY GLAS�IFIGATION2- 1). RZ -TPLE = �) RIDGE-TO- A . . 1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTIO NOTES BUILDING USE MU-TALE D'wellt� ._ When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QT(. SPACING CONSTRUCTION NOTES. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING Wi=-*HT w TOP PLATE 10'WALL:4-8d COMMO RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION 1272 5P intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:44d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC NIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 3- construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAF"ER WFCM- SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPIE AS PER TABLE 3.7 EACH FACE FOAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES ro0 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a Floor level shall be attached with uplift connections in TO RAFTER WFCM- SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shat be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE AT7C5 w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 ISSUE DATES 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 . WALL ASSEMBLY TO FOUNDATION: 2- 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL Prel. Review 5-12-20 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 Permit Set 5-14-20 responsibility fnr cnnstructinn coordinating with these plans, nor rPsponsihil ty for foundation and slab-on-grade. 15 inches in masonry block foundations. or lapped under NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 construction means, methods,techniques,sequences,or procedures, or to,safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING " precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE ATAGOY specific use expressed cr imp'ied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2- 16d COMMONPER FACE NAIL CR anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDUJIND PATH CONNECTICN 5). Refer to the Window,and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAI_ PAGE E GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE REVISIONS 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterio 2- 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE �„ - attached with 8d common nails at 6" o.c. at the panel edges and 12"o.c. in the field, and STUD O.G. NAIL FIRE PROTECTION S y REVS DATE AREA CHANGE 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGE NAIL 7-15-20 Site Exist/Demo Site Plan Added in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRA`1E CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARbVALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the approprial e BOTTOM PLATE TO:FLOOR JOIST, BAND JOTS 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1, 1). The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED REFERENCED DRAWINGS 2). All footings to rest on undisturbed(virgin)soil. (M;N. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. W LBS. IV B SEVERE 3 FT. 11 NONE 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE - DRAWING TITLE DATE REV. 4-8J COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-.8J COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re-bar, 18'long at 12"o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 5). Unless otherwise noted, al'slabs on rade to be 3500 s.i.. Concrete to be 2-8J COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES: 1,3 9 P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12" O.C. SEE NOTES: 1 (BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95%relative density with g 3- 16d COMMON @ @ 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-rail polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#11 ACO pressure treated lumber. BAND JOIST PER END the below grade portion sof exterior walls prior to backfilling. All fasteners,hangers and anchors to be gafvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES g 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G?0.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. ROOF SHEATHING: For framing members wit! <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Win posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood FramingConstruction Manual. )' pp g g g' QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Use a minimum 112"dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. g below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE gd AS PER TABLE 3.$ WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2 . Unless otherwise noted, al'framin and structural wood material to be#2+ BTR. WFCM -SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Flocrs,walls,ceilings,and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. Ledger to be fastened to building with 112"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES: 1,3( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 17" O.C. EDGE NOTE:2 FOR PANEL FIELD 4). Unless otherwise noted all bearing wall headers to be(2) 2x10#2 + BTR. Doug. Fi . 5d COOLERS' Bearin wall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD .10"O.0 . FIEL INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12"O.C. SEE NOTE:3 9 )1 ( ) 9 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL S H EATH I N G: openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fir to girdPr(c). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same-manner-as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zoie attachment requirements shall KEY PLAN 5).All flush beams/headers to be installed with heaw/duty gafvinized hangers andPANELS i WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 1 3" O.C. EDGE DATEDRAWN• 5-2-20 DRAWN BY: CJM 6d COMMON 2 Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu g)• All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD ) P 9 9 9 Floors to have ceramic tile installed shall be verified ,or proper load capacity unless notc0onstruct on Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 5d COOLERS SCALE: 1/4'-1' PROD MAN: DK 2). Verify septic system with the Engineer for Suffolk County Health Department approval. on plans. WALLBOARD ! 10"O.0. FIELD 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails_ 7). Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEL 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMM 12" O.C. Ft ELI) 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, al' roofs and walls to have a minimum 112"thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. -T _ 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED 2). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1). Nailing requirements are based or wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. ). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 112"thick moisture-resistant sheetrock. Garage walls a ontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor TITTLE: to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12).All roof with a pitch !less than 4:12 shall be installed with an Ice&Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. General Notes such as shear plates, shall be used tc maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. approved equal. Flat roefs shall be applied with a Fiberglas base sheet with.an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of naffs shall be permitted 2). At all interconnections between concealed vertical and horizontal to be reduced tot -16d nail per foot. ) spaces such as occur at soffits, 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates 163). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. JOB: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3}. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of RECEIVED 12425 Sound LLC flame and products o`combustion. SEP 2 3 2020 12425 Old Sound Avenue 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. Southold Town Mattituck New York Planning Board DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG #: A-0.1 BUILDER-ARCHITECT-ENGINEER WIND LOAD PATH CONNECTION AMD CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOUD CAPACITY, 2— KING STUDS • ENDWALL CRIPPLE STUD RAFTER WALL STUD 3— u • �� BOTTOM PLATE � }� LEDGER BATHTUB c HEADER RIDGE - l DOUBLE JOIST I(, SIDEWALL -'� � 1I RAFTER • JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION ISSUE DATES 1ST. ADS 5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS I ANCHOR TO FOUNDATION W1 ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION I LO ATIONJUSPNUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Prel. Review 5-12-20 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-114 x12 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114 x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( )JOISTS.UNDER WALL. Permit Set 5-14-20 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH " " " JOIST DIRECTION WITH 2 THE FLOORS TO EACH OTHER W1 THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER' FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND t LOCATED BY CONTRACTOR REVISIONS METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER REV# DATE AREA CHANGE SILL PLATE(S) /WALL SHEATHING � RAFTERS MAINTAIN ® 7-15-20 Site Exist/Demo Site Plan Added ` VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION _ _ TOP PLATE BLOCKING I ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING I STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING I 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A — FASCIA ` BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF > -GUTTER WOOD GIRDER I INSTALL 4'0'O.C. / '� THE SPACE VENTILATED. ALL OPENINGS ; ) 4"-8" LSTA24 1-114"x24"20ga.STRAP AND JACK STUDS ! -CONTII SCREENED VENT SHALL BE COVERED WITH CORROSION- REFERENCED DRAWINGS ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH LCONTIN.SOFFIT/EXT. PLYWOOD ' FLASHING TO FORM CHANNEL OPENINGS OF'A INCH IN DIMENSION. SOFFITED SAVE INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION 8"-14" LSTA30 1-114"x30"18 a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR DRAWING TITLE DATE REV. # 9 CONNECT TO ON ALL OPENINGS /� AGAP TO CTION PREVENT CAPILLARY 4'.6-RAFTER RT10 10-3t4"x 189a.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" 16. LSTA36 1-114"46" 18ga. STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-118'x 20ga.TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAvE DETAIL OF FLASHING 2ND. FLOOR WALL dip ;v % ROOFING LAPS BASE FLASHING 4INCHES BASE FLASHING WRAPS CORNERS, RAFTER —Q RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS \ NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST —�- TOP PLATE I r 8IDE WALL FLA6l-I1N1..� l� � GIRDER/HEADER 1ST.FLOOR V TALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC / WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKE5 - PROVIDE HEi"'MED EDGES 50 RAFTERS INSTALL 49"O.C. AS TO FORM Dc,,AINAGE C1 4ANNELS AND LSTA36 1-114"46' 18ga,STRAP AND JACK STUDS PREvENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDO�'VN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 49"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE.SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS 8" -16" MSTA48 1-114'x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD of ROOF TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS DBL. SILL PLATE TERMITE SHIELD i r— SU:3FLOOF SILL GASKET f/// f-WOOD J015T5 f-, 1 NEOPRENE _ I f CONC.SLAB �'• GASKET �� ' /` 2x6 /2x8 CON71Nu0u5 WOOD PLATE TVP.CONC.FOUNDATION ( n 6 MIL.POLY - '`� � ' - �� DAMPPROOF EXTERIOR r/ __ BCLTED TO STEEL BEAM WITH KEY PLAN 6MIL POLY ON EXTERIOR GRANULAR FILL 1 A __ �� I 1/2 " D!A. BOLTS 4D 48" c.c. STAG. v A STEEL COLUMN ( - �` ' DATEDRAWN: 5-2-20 DRAWN BY: CJM ROOF JACK .I II STEEL BEAM a CONC.SLAB0. . t� •V. '� 4 ° I At j �Jc " ✓ a TOP AND BOTTOM PLATE ° COMPACT FILL � -�� -�; LSCALE: NTS PROJ MAN: DK ROOFING LAPS KEYWAY FOOTING o v p • r n d ' t� A L` ^ FLASHING AT WITH 1/2" x 6" ANCPOR BOLT r n �'+� c- Lti CONC.FTG. a Q'p p. ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP u2" ceouT ^ (USP LBPS58 OR BP583) � ' p REINFORCING BAR FOUNDATIO 518"DIA.ANCHOR BOL _ I I I 3"I� L TE COLUMN DRAIN TILE [' ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS __ , , KIPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG, CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS VENTS DETAIL I ---SUBFLOOR CONC.SLAB -I DOOR FRAME 6X6 10110 WWM GGAORORAGE COMPACT FILL JOIST ! I USE 2xs TIME: FOR BLOCKOUT STEEL BEAM Wind Connections & SLOPE W 6XC� WM M DRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT ` P.T.PLATE �f; .e , • \ Construction Details 1/2"AIRS ACE � < � < '` ° 'ivl/T" o , n• ,t A 4 (WITH A NAILING PLATE IF NEEDED) AT END AND ••t e e o -s o , TO BE APROX. 1/2"OR HIGHER THAN 'a IDES OF WOOD >'A b ' b 0 STEEL BEAM TO ALLOW FOR SHRINKAGE JOB: CR ADE ° <! - a�--'---r--"--z D / : s r" BEAMS 7 -�;— t— a q a Q �f•' L1 ; ' ¢ _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ►r. (o f» r�, L� 4J � ^ �•4F • D°12" n°'ea•Gbs oi�° liIIi-d ) l I E SUBFLOOR MIN. � NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM � _U b 41 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM °ISTREINFORCING BAR SHEET METAL/30'r FELT UNDER BEAM AT POINT ,de 12425 Sound L L CDRAIN TILE - 12" STEEL BEAM CONTACT WITH CONCRETE OR LONG. BLOCK 3 12425 Old Sound Avenue TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. r ^ SHIMS TO LEVE_BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)r4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR SLOCKOUT Mattituck New York BEAM POCKET DESIGNER: Kolb Mechanical RECEIVED ENGINEER: - S E P 2 3202 MECH CENTER: - Southold Town Planning Board JOB#. PG #. /�x`'0•.2 BUILDER-4RCHRECT-ENGINEER -BUILDER: 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 REVISIONS REVS DATE AREA CHANGE 80'-64" 3 7-15-20 Site Exist/Demo Site Plan Added 16'-00. 4" 30'-2" 16'-04', 01'01 18'-2�6" 01 1 ---------------------------------------------------------------------------- - a ----------------------------------------------- r-- REFERENCED DRAWINGS if ------------------------------------------I r------------------------------------ ------------------------------------a 1 DRAWNG TITLE DATE REV. - I , 5'-8" 5'-8" ul i i 5,_ �IOFION 1 I I I I ---� I III 1 �----- ----------------- , �----- ------------------------------ i III i ------------------ -------------------- ----------_----- r-------------------- --------- --------I WWNM ' 1 1 ••; I � I I �• I ' ' .• 1 1 ,• 1 1 I d I I 1 I ' 6pAM I :: I I III �/ 1 I I I I � I 111 , I I ..:: I I `• I III I I I ' i i i 1 III it i i EXIST EXIST CRAWL PORCH _ FOUNDATION I I t t ON 32'-3" W-Gj RMAL INPRY Mf-6H RM LAUVEY III ELI lt2 I '' 1 I �• 1 I 1 I 111 i a 1 LOCATION 1 III l1 �-------------------- ---------------_-� ' III �-------------------- ------------------� N ----------- -- ' i --- ------------------------------------- r---- ------------------ - -� III , I 1 1 w 1 ` 1 KEY PLAN ':_ i ' .'�' i i '°:. i III i •'. i I I �; � ; �:• I I e. I 111 , •. I DATEDRAWN: 5-2-20 DRAWN BY: CJM 6'-0" i i m 1 i 6'-0" SCALE: •�//"- ' PROJ MAN: DK 14 I -0» ------------------------------ ------------------------------------� I --------------------------f------------------------------------- ---------------- NEW 8" G4NGREETE I EX15T BRICK FOUNDATION TO FOiJt�ATION WALL W/ NEW TWO I EXIST (2) STORY REMAIN ----------------- I�" FOOTING. MIN OF STORY ADDITION RESIDENCE 1 '------------- --------------J I 3�„ 13ELIJVI( GRADE I L-------------------------------------------------J 'nME: _ Proposed Basement W/ 1st Floor Framing JOB: ARECEIVED 12425 Sound LLC 3 2020 12425 Old Sound Avenue SEP 2 Southold Town Mattituck New York Planning Board DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG #: A-1 .0 BUILDER-ARCHITECT-ENGINEER 1 BUS' 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 10 80'-64" REVISIONS 18'-3" 16'-1" 30'-2" 16'-04„ REV# DATE AREA CHANGE I7-15-20 Site Exist/Demo Site Plan Added I I - - � _ O ------------------- REFERENCED DRAWINGS >, LINE OF EXIST 5'—81 8 PROPOS STRUCTURE I fl 1 -________ EDRO I O E i DRAWING TITLE DATE REV. TVPROPG5�PD I I PROVaD ill 11 Hl11 O - SHAPZP ---------- - ----- - LAY 0k) I I I I I I i 1 I I ou - PROPOSEP KITCH&INIM7 I 1 I O O o PROPOSED I - - - -- -- --_ 27'-2 UNIT V - 1 PROPOSED PROPOS APPROX 33'-3" KITCH ININ6 VEST. T=q� VES PROP05ED EXIST POR611 I /v r Awn _ - ---------------D E PROPOSES 1 LIVING RM IVIN6-/ O I I -- --- I / I L--------- T- ------ _ — ---f 1 1------------1----- -- _ -- -_ O ' I LOCATION -_ O I I 1 1 PROPOSED PROPOSED 6'-0" i 13EDROOIvI DINING O KEY PLAN I =_ I --------- -- DATEDRAWN: 5-2-20 DRAWN BY: CJM -.-- I SCALE: %4'=1' PROD MAN: DK NEW TWO EXIST (2) STORY STORY ADDITION I RE5IDENOE - BUILDER-ARCHITECT-ENGINEER 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 REVISIONS REVj DATE AREA CHANGE 80'-64" 7-15-20 Site Exist/Demo Site Plan Added 01 '01 — 18'-3" 16'-04>, 30'-2" 16'-04„ N. - _ _____ ______--__ REFERENCED DRAWINGS -- ---_ ------------------------------ -- UNWOM DRAWNG TlTLE DATE REV PROPOSF� 5'-8_� 5'-8 I� " -------------- -- -, -_ LINE 01= DCIST PROPOSED STRWTLFE -- _ MEOOM $fir - - ------ - r 1 /I}\ OI PRUI'P�FD i r------El 1 �I I �j I �j - I --- Ll KITUi ININ6 - I _- - II I I DN Ll DN 28'-3 - I I I = = T 16 PROPOSED ---- ------------ 1 KPROPGSFD� Ao OROX KCS ININ6 �7 PROPOSED 0 0 0 0 - --- o r 0 PROP06fT Ll 0 (D =_ i � O LIVING RM � FEII ; I . I LOCATION I PROPOSED - -- `_-_--_______________ - - I On - - ----- `----- ---- _ DINIt�IC I KEY PLAN 6'-0" 6'-0" , DATEMAWN: 5-2-20 DRAWN BY: CJM SCALE: %4'=1' PROD MAN: DK ------------ NEN TWO I Emr (z) -,ropy STORY ADDITION I RE-,IDENOE I - I I I I I I - I I I ------------------------------------------------ TIME: Proposed 2nd Floor Plan W/2nd FI Ceiling Framing JOB: RECEIVED SEP 2 3 2020 12425 Sound LLC Southold Town 12425 Old Sound Avenue Planning Board Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOBt PG #: A-1 .2 BUILDER-ARCHITECT-ENGINEER 1 eUUXR 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 REVISIONS REVj DATE AREA CHANGE 7-15-20 Site Exist/Demo Site Plan Added I I I j I I I f LINE LINEIST i - -------------------------------- -------------- -- ROX I I I j ---1 f ---------- ----------- r REFERENCED DRAWINGS DRAVNNG TITLE DAIS REV. � I ------------------------------ ------ -------------- I I I I I I I I I r � - -T- ----------------------- ---- ------ ---------------------------------- I f - - - - - I i ! LOCATION i --------------------------- -------------------- i ---------------------------------- -------------------- - - ----------------� H - - ------------------ KEY PLAN , I 4— - - - - — - i NEW TWO - EXIST (2) STORY DATEDRAWN: 5-2-20 DRAWN BY: CJM NEW ASPFtA�T STORY APPITION RESIPENGE RP_PI�4�,E DCIST SFtINC�L.ES I ASPFtALT sf 1INC LEs 1 "-- ' PROD MAN: DK SCALE: 1 1 - I I L-------------------------------------------------� TITTLE: Proposed Roof Plan RECEI\/ECS jog: W/ Framing SEP 2 3 2020 Southold Town Planning Board 12425 Sound LLC 12425 Old Sound Avenue Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTFR: - °B MPG #: A-1 .3 BUILDER-ARCHITECT-ENGINEER 2— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 AAL ULLU REVISIONS IL REVS DATE AREA CHANGE 7-15-20 Site Exist/Demo Site Plan Added REFERENCED DRAWINGS North Elevation DRAWNG TITLE DATE REV � Scale: As Noted I ----------------------------------------- - ------------------------------------------------------------- - I RyI..ACE I ASPHALT SHINGLES it Ut—ItJ I I l i l 26'-22„ I-- --------- ---------- ------ - ---------------------------------------------------------- REPLACE I , WINDOWS KEY PLAN DATEDRAWN: 5-2-20 DRAWN BY: CJM SCALE: 14"=1' PROD MAN: DK I LLUI I I I I 0 0 IL 11 1 REPLACE 1H 11 1111 11111 I SIDING NEW TWO EXIST (z) -,ropy STORY ADDITION RE61PENGE TITTLE: Proposed North & West Elevations West Elevation I JOB: Scale: As Noted RE'CEIV'ED SEP 2 2020 12425 Sound LLC L--- - 12425 Old Sound Avenue Southold Town Planning Board Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB it. PG #: A-2.0 BUILDER-ARCHITECT-ENGINEER 2- 3— PEPLjVZ ISSUE DATES ASPH HINO LT S11IN0LE5 Prel. Review 5-12-20 Permit Set 5-1420 26'-2-6" REPLACE REVISIONS WINDOWS REVS DAM AREA CHANGE NEW DDDR ---- 7-15-20 Site Exist/Demo Site Plan Added I REMOVE & PATCH I I EXIST WINDOW I 0 o I I REPLACE �- ----� SIDING REFERENCED DRAWINGS DRAWNG 1I1LE DAM REV. # South Elevation Scale: As Noted I --------------------------------------------------------------- REPLACE — KEY PLAN A5PH&T LIU I SrtINC�LEs ; DATEDRAM 5-2-20 DRAWN BY: CJM I I REPLACE -____-- I 26'-2�6" SCALE: Y11-1' PROD MAN: DK WINDOWS ------------------------------------------ LM ------------------------------------------ I LLL ILLLU I I I I I I I I I I I I I I I I I I I I I I I I I I I REPLACE I I I SIDING ---- -----J -A H TME: Proposed South & I East Elevations NEW TWD 11 EXIST (2) STORY JOB: STORY ADDITION RESIDENCE I I I I 12425 Sound LLC I J:1 I I I 1 I I 1 12425 Old Sound Avenue East Elevation RECEIVE® Mattituck New York Scale: As Noted SCP 2 3 2020 DESIGNER: Kolb Mechanical Southold Town ENGINEER: - Planning Board MECH CENTER: - JOB#: PG M A-2.1 [ZECEIVED Twomey V& Latham 23 [V SHEA, KELLEY, DUBIN & QUARTARARO, LLP owli-' Namh,ig Board Thomas A.Twomey,Jr. Martin D.Finnegan (1945-2014) Partner Stephen B.Latham John F.Shea,III 631-727-2180,x-265 Christopher Kelley mfinne an a suffolklaw.com David M.Dubin •. g Jay P.Quartararo t Peter M.Mott $y Hand Janice L.Snead Bryan C.Van Cott Kathryn Dalli Martin D.Finnegan o September 22, 2020 Reza Ebrahimi Jeffrey W.Pagano Karen A.Hoeg Mr. Donald Wilcenski, Chairperson Bernadette E.Tuthill Craig H.Handler Southold Town Planning Board 54375 Main Road Bryan J.Drago P.O. Box 1179 Alexandra Halsey-Storch Southold ICY 11971-0959 Katerina Grinko � Lorraine Paceleo Terrence Russell Daniel R.Bernard to Re: Site Plan Application Christina M.Noon A.Chadwick Briedis > >Premises: 1242_5 Old Sound Avenue Mattituck NY 11952 SCTM#1000-141.00-03.00-039.000 OF COUNSEL Lisa Clare Kombrink Dear Chairperson Wilcenski and Members of the Board: Kevin M.Fox Kelly E.Kinirons Patricia J.Russell Jennifer P.Nigro . With respect to the above-referenced Application, enclosed please find a Craig Gibson check in the amount of$881.50 and an original and nine (9) copies of the following Joan Morgan McGivern documents for your review: NY&LA BARS tLL.M IN TAXATION 0 INY NY,�`"`��"'"NJ&PA B�``�B O NY, ARS 1) Executed Site Plan Application; A NY,NJ&DC BARS 2) Executed and notarized Applicant's Affidavit; 3) Executed and notarized Owner's Authorization; Main Office 33 West Second St. 4) Applicant Transactional Disclosure Form signed by the property P.O. Box 9398 Owner; Riverhead, NY 11901 5) Local Waterfront Revitalization Program (LWRP) Consistency 631.727.2180 Assessment Form; su8#oi la .c® 6) Executed Short Environmental Assessment Form; 7) Color photographs of the subject premises; 8) A current survey of the premises; 9) Stamped building plans for the proposed construction. Kindly advise if you require any further documentation in order to place this matter on your next available Agenda for a public hearing. Thank you for your consideration. Very trLI V, Mw„ t D: lia ire gan MDF/as Enclosures cc: Andrew Fohrkolb w._.......... IIII IIIA D 1 SOUTHOLD . . . " 2C 20 SITE PLAN APPLICATION FORM �OUdhlc�.,Y�d- Town Manning I131oaRm Site Plan Name and Location Site Plan Name: 12425 Sound LLC Application ate: 7 / / 2020 Suffolk County Tax Map#1000- 141 - 3 39 Other SCT s ._. _._._._-. _ _ Street Address: 12425 Old Sound Avenue Hamlet: Mattituck Distance to nearest intersection: Type of Site la : New Amended X Residential Zoning District Light industrial ,inners/A ent Contact Inform.aation. Please list name, Inenlin ah-(,,ss, andl hot-te nuft7berjor the p,,ophl below: Property Owner 12425 Sound LLC Street 12425 Old Sound Avenue City Mattituck State„NYp 11952 Home Telephone Other Applicant Andrew Fohrkolb, Manager Street........Post...Office....Box 645............ ___.... Q::",it,yy,Mattituck State NY dip 11952 Home Te ep aone............................_........_ Other ........ Applicant's Agent or Representative: Contact Person(s)* Martin D. Finnegan, Esq. Street 33 West 2nd Street, Post Office Box 9398 C,i ty Riverhead........., State NY ,.,__..,.,_.... .Zap......m..1...1..901....... Office Telephone 631-574-2865 Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 21182010 Site Data Proposed construction type: New X Modification of Existing Structure _Agricultural of use Property total acreage or square footage: 0.44 0,sq ft. Site Plan build-out acreage or square footage: 5068 ac Is there an existing or proposed Sale of Development Rights on the property? Yes—No X If yes, explaitu ..... ................ ........... Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y_XN If"yes", explain(and attach any necessary documentation–title report, subdivision approval, etc.) .... ......................................................... .... Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes X No If yes, have you submitted an application to the ZBA? Yes X-- No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Residential structure List all proposed property uses: Affordable housing -6 units Other accessory uses: Existing lot coverage: 7 % Proposed lot coverage, 16A,% Gross floor area of existing structure(s), ft. Gross floor area of proposed structure(s); 51,00 ParkingSpace Data: #of existing spaces: #of proposed spaces: 8 Loading Berth: Yes No X .............. Landscaping Details: Existing landscape coverage: 90 % Proposed landscape coverage: Wetlands: Is this property within 5 0 0 of a w e t I a nd ar e a? Ye s X N o Maybe ........................... 1,the undersigned, certify tlya-a-11-tha.above information is true. Signature of Preparer� Date:................ .------- 2 Site Plan-zipplication Form 2/18-'H-rf' APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Andrew Fohrkolb being duly sworn, deposes and says that he resides at Post Office Box 645, Mattituck, NY 11952 in the State of New York, and that he is the owner of property located at 12425 Old Sound Avenue, Mattituck SCTM# 1000-141-3-39 or that he is the Manager m.m.� of the 12425 Sound LLC (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way,has been clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Saeed_ AAA Owner Signed— (Partner igned ..(Partner or Corporate Officer and Title) Sworn to me this day of .......................... � 2020 Notary Public OWNER, AUT I I TIGN I, ANDREW FOHRKOLB, Manager of 12425 Sound LLC, owner of the property identified as Suffolk County Tax Map number 1000-141-3-39 at 12425 Old Sound Avenue, Mattituck,NY 11952,hereby authorize Martin D. Finnegan, Esq. to act as my agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. 124? SO1:)l iD 1.IC B Andrew Fohrkolb,Manager ager Sworn before me this day of mm , 2020. Notary Public 1 Southold Planning,_De t Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Andrew Fohrkolb ....................................... Last,First,middle initial unless you are applying in the name of someone else or other entity,such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other 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__ ..m If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold _,,.................................... Title or position of that person Describe the relationship between yourself(the applicant)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 noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: ............... .. ..... ............................. ................................................. ............. ........................... Submitted this Ll day o4A 2020 Signature Print NameAndrew Fohrkolb ............................. Disclosure Form FORM NO. 3 RECEIVED TOWN OF SOUTHOLD 2 9 2022 BUILDING DEPARTMENT SOUTHOLD,N.Y. wn Planning and NOTICE OF DISAPPROVAL DATE: June 24, 2021 Revised & Renewed: July 29, 2022 TO: Martin D. Finnegan, Esq. (12425 Sound LLC) PO Box 9398 33 W. 2°a Street Riverhead, NY 11901 Please take notice that your application/letter dated May 28, 2021: tin L\y g,lura For permit to: Construct add tions.An _ng at: qtions S 11 u Location of property: tNY County Tax Map No. 1000— Section 141 Block 3 Lot 39 Is returned herewith and disapproved on the following grounds: _M(Mg �hgp c�j (LA!jq�nip .4 Bulk IndustrialJ1.11 District is not-PMrlii _L LZ8 Schedule which stet bats located�thiL.i the jI Di-,Lrict T side yard setback of'20 feet and a minirnu,in rea .A7Q feet, T! Ljo seda oli—tkin has4! osideXALd of Meet.. ba L5—.9C�—et LlL(LA;Ird—S(Lth4cAA)f-4�)--7f—e L. -g_q-p_ ek Additionally e.1) qL " -�L �p _L19 -pgpo,j�Ld usq..Kqq ijLesp,� `or frotjjjhe,Zoni Board of Appgalq. Pursuant to Article X_Klll Seqtion 2 O:LZ7, -p e -a _L the .r(Tosed site approval from the Southold Town Planning BpaiLd. Lasthr, and in addit o the_q§jg, 'Affiq2tda�LcLh_ _�v i n -ousin _nLe _g wire 41)jjtq�al awonj the Southold Town Board. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning Board 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",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 141 3 - 39 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. ® Building Dept. 0 Board of Trustees . 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval,license,certification: Nature and extent of action: Conversion of an existing 2-story residential dwelling to 6 units of affordable rental housing. Location of action: 12425 Old Sound Avenue, Mattituck Site acreage: 0.44 Present land use: Residential Present zoning classification: Light industrial 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: 12426 Sound LLC c/o Twomey, Latham, Shea, Kelley, Dubin & Quartararo LLP ( ) g ox 9398, Riverhead, NY 11901 b Mailing address: 33 West 2nd.Street, Post Office B.............._..................................... (c) Telephone number: Area Code( ) 631-574-2865 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ Nom If yes,which state or federal agency'? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes F No M Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRIP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No M Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes 0 No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria E Yes Fr]- No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No© Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach addition��.,, ._......... .......... m. al 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 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. YesD No Not Applicable ....................................... .......... Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ® Yes ❑ No LAi Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ® Yes ❑ No Not Applicable Attach additionaif m m me.etm m ms _.ifw ......_. 1 shnecessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ® Yes ❑ No Not Applicable .... ...... Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No Not Applicable Created on 512510511:20 AM 617.20 Appendix B Short Environmental Assessment Form InstructloE, for CompletinLg 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 ActiITIT on or Project: 12425 Sound LLC Affordable Apartment Conversion Project Location(describe,and attach a location map): 12425 Old Sound Avenue, Mattituck Brief Description of Proposed Action: Conversion of an existing 2-story residential dwelling to 6 units of affordable rental housing (four[4] one-bedroom units and two [2]two-bedroom units) per section 280-62(B)(11)of the town code. .................. ............... Name of Applicant or Sponsor: Telephone: 12425 Sound LLC E-Mail: Address: Post Office Box 645 .... ..... ..... Ci ty/PO: State: Zip Code: Mattituck NY 11952 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 V/ 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: Southold Town Planning Board V Suffolk County Department of Health Services._._ 3.a.Total acreage of the site of the proposed action? o as.............. acres b.Total acreage to be physically disturbed? 0.2 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all Vaud.uses that occur on,adjoining and near, dust ms�ul proposed atlrrere��^�rcial Residential(suburban) mm� the p P Urban El Rural non-a>riculture r ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify); ®Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? V/ 7. Is the site of the prop o-sed a"ction located in,or does it adjo 11 in,a state,listed Critical Environmental Area? NO YES If Yes,identify: ....... ..... ............. .......................... --—-------- .............. 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: .................... ................... .............................. 10. Will theproposed-action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: .......................................... .......... ............. .................... 11.Will the proposed action connecttoexisting wastewater utilities? NO YES. IfNo,describe method for providing wastewater treatment: ................................ —--------- ................................................................... 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? V 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 0 Forest 0 Agricultural/grasslands 0 Early mid-successional • Wetland 0 Urban G(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? V ........................... 16.Is the project site located in the 100 year flood plain? NO YES 17.Will theproposed 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? 0 NO 0 YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 0 NO 0 YES I'll.......... ............................... ...............................................................................................................-......................................... ...........–-–---------------- ------ ......................................................................................................................................................................................– 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: ........... ............. -----.......-.......... —-------------------- ................... ................ 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? IfYes,describe:.__................ ..... ............ V .......................................................................... .... .................................................................................................................................................................................................................................................... ............................ 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? IfYes,describe: -------------------------- .......... ............... ........................................................ -—---------------------------- ------ ------------------------ ................ ........................................... I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Appficanc Pooriifil—Tlells "-�-112425 Sound LLC Date: .2. 1' ------ 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 I 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?" -------...... .............,....m.. .....----——----------------------- No,or Moderate small to large impact impact may may occur occur ............... ............................... 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? ........... 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate eascna available energmmmmm„y conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur ............................... .......... 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? .............. ........................................... 11. Will the proposed action create a hazard to environmental resources or human health? .......... :E. 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. ..................-........ El Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. a Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. --—-----—-----—------- .................. Name of Lead Agency Date ...................................._..........___...............- ....... ................................... .......... Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer ................ ............ 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Main Rd. &Youngs Ave.) Southold, NY e Telephone: 631 765-1938 www.southoldtownny.goy PLANNINGC TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: September 25, 2020 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. 1245 artSound LLC Affordable - 141.-3-39 $881.50 #123 020 AP ..._. ALP Att. DREW T FORKOLB o42o 50-666/214 123 SHARON L TUTHILL PO BOX 645 MATTTTUCK,NY 11952-0645 DA'rE L'"W PAC .. - cn, -1, w ,.: Kpat ;r @UMB Bank Do-o3.var03�.n -- v MEN10 1:0 2 140666 71: 060004 2 5 50 0 L 2 3 LOOP(FON FNPUD DETFNRINO Fk TµNhFT It LlJ CiGF9 m00f 5-1.1.1111 TM f p Ot2l=t 1.11 1