Loading...
HomeMy WebLinkAbout1000-141.-3-39 i BUILDER-ARCHITECT-ENGINEER BUILDER: 2— -144A .0 00%Und mL 'L' C Proposed Na Two Story Adition & 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 iL' REV; DATE AREA CHANGE 7-15-20 Site Exist/Demo Site Plan Added 9-3- ------------- - 1 I I ----------------------------------------------- ------------------- ---- — © 9320 - Unit Schedule Added _ I ill ll� LU --- �� I I I I► � I ►I I1��1 i I �Il!� I ' , �lL��l� 111_l1_l i,��1L1�!�11_�� _ ----�-- � - --- _ -_ _-- ------ II IILi J--L_iJ�1. ..y._ L ..� U—hjL]I '� X1fi- 1� `LI_It IJ1_ 1 l�_�I� IL ILS I-llu(J111 REFERENCED DRAWINGS _F11111 ------------------------------ J� AllL�� - - 1u!: 1 �' i 11-1 1, E_ !-� I I[ _Ill1.1�1i_11� _1L1 I --- ------------- ! 11 �� I J� T — 1 �I � I Lih DRAWING T11LE DATE REV # i l� I !i I ' I l I I i — — - ------- -_- =__ _-------- - I I -U I-11 I I 1 �L11_a L11> 1 ----_ --- -- ---_- __- L_�_!_ � I11 ill- � J Lj U �lil lel � EL1-11 LL ILU r .L , l -Ij"11-1 11 11 11 --- L�LLU i-liLL-L 1J i�1_ ! 1 I _ 111-11 I 11.11 _L _U L�uu_ll X11 ' 1 1�11�I� �JLII_11llLL1111L1�_l_� l�_-_ I�111!_J� I_IJ I I ►I!a�1 Ill ► 4I I � I o !ul�l 1J1.11 I I I U 11 i ; ---- 1u111�!� LLJ—► 1-Ll LLL__ - I -!a LiJ1 I�i�11L 1�1 LIJl— I�I I_ I �—i-1___1i_I L11_�) 1�1�111�'�llLal _jL 11__lLl►_111!__l�l li1�1 L�1�1_�!�ll1�111� ��LII I 1 I� 1J IJ�1 u�( I_ I I I �i III LI_ I I ETEII_Il I III I I I I I ! 11MI I it ( I I III 1i I I 1 1 II 11 I I I I II I STORY AAPPIT ON Drawing List Project Location C-1 Cover Sheet ' fns y KEY PLAN D-1 .0 Basement & 1st FI Exist/Demo Plan DATEDIMM 5-2-20 DRAWN BY: CJM D-1 . 1 2nd FI & Roof Exist/Demo Plan SCALE: NTS PROJ MAN: DK D-2.0 N&W Exist Elevations D-2. 8 •s l a • n "e A-0.0 Compliance-Plumb Diag-Protectionf. A-0.01 Exist/Demo & Proposed Site Plan -0. 1 General otes ti 50 rt SFO R0. 07 O�P`v _ A-0.2 Wind Load Conn. & Constr. Details I ;. gy Sd4eK Q:'atrrtt'+ \ A-1 .0 Basement & 1st FI Framing �Tj� `� Tn-rU: r ) � Cover P A-1 . 1 1st FI w/ 2nd FI Framing ge A-1 .2 2nd FI w/ 2nd FI Ceiling Framing vio "! Job: A-1 .3 Roof Plan oma•,��-x.:*��.�i A-2.0 N&W Elevations RECEIVED 12425 Sound LLC A-2. 1 S&E Elevations JUN 21 202, 12425 Old Sound Avenue Southold Town Mattituck New York Planning Board DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - J°BM PG M C-1 SV\.k t-14 2 r,-, � c. . Sin% BUILDER-ARCHITECT-ENGINEER 1- M' I � I — I I 2_ I I I I I FL F-------------------� ------ -------- ------- ----- --- I �- I — I I I I I ' LJ II II I II 1=xI5T FIRST FLOOD, FRAr<!'I) � TO REMAIN ISSUE DATES I I L---- REMCNE EXIST � i � ---------------� i FIRST FLOG L-------------------J i FRA I !� Prel. Review 5-12-20 I r Permit Set 5-14-20 I I I I I II u I I n I I I I I - REVISIONS i_--- _ J L----- ---- J L--------------------------�------------I-----r-J-- -- - L---------L-------L-----------I _ I I I REV# DATE AREA CHANGE I I I 7-15-20 Site Exist/Demo Site Plan Added I I �- 1 I I I PEW GIST TO 9-3-20 Unit Schedule Added REMAIN I I I I I I I I I I I I I I I I -----------------------------------------1 � REFERENCED DRAWINGS DRAWING TITLE DATE REV. # Proposed First Floor Exist Demo Plan Scale: As Noted I I I I r-------------------------- -----------------------------------------------------i L------ I I �- ------------------------------------------------------ LOCA11ON I I I ; I KEY PLAN I I I I ; DATEDRAWN: 5-2-20 DRAWN BY: CJM REMOVE ExlsT I � I SCALE: a PROJ MAN: DK I I � FOUNDATIG°d, cLA�, FXK�-T FOLNK? ,TIO 13'!GO, & FOOTING TO Ff-MA!; ' I ' I I I I I I I s i i I I I I II I II j DF NE:1� 0EEk I I L -------------------------- L---------------------------L ---------------- -----------------------I I I I I I I TITTLE: Basement & lst� Fl I I I I ! I I � I navlo FG�T TO Floor FZGIA�IN Exist/Demo Plans I I I I I I I I I I � I JOB: I I 12425 Sound LLC Proposed Basement Exist Demo Plan 12425 Old Sound Avenue Scale: As Noted Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - J°B PG M D-1 .0 BUDDER-ARCHITECT-ENGINEER 1—BUILDER: 2— ----------------- ---------------i--- I I I I--- I I I , I I I I I I I I I I I I I I I I r---I ---------- rI I ---------- - - -------------------------------------------- ------------------------------------ ISSUE DATES ' I i I PreL Review 5-12-20 Permit Set 5-1420 I I i I ------------------ ----------------------- REVISIONS I ' , I I I I I I I I REV# DATE AREA CHANGE REMOVE EXIST _--- ' Q 7-15-20 Site Exist/Demo Site Plan Added ROOF fFRIMM:�) ' I 9-3-20 - Unit Schedule Added I i t I I EXIT ROOD I I FRAMING TO —\ ' I REMAIN I I --- -- --------------------- -----r----T------------------------------------------------------------------- - I I REFERENCED DRAWINGS DRAWING TITLE DATE REV. # DEMO EXIST TO ' I PE?MAIN I I I l I I ------- I I I Pro osed Roof Exist Demo Plan Scale: As Noted I -- ------------------ I I LOCATION I I ' I I I KEY PLAN ---- -1 I DATEDRAWN: 5-2-20 DRAWN BY: CJM '----- I I I I I --- -T SCALE: X"=1' PROJ MAN: DK LI -1 ! \ I I j OF NE61V Y� I � DEEk�- 'Q� Op --------------------- EllIST I I I ; �FOp 0. 0 7 2 REMOVE EX I I SEGOND f-LOOP I --------------------- ROF g1 FRAMING -----------------------C----/- EXIST - 6EGOND i U I i VF OR ERAMINO I TO REMAIN I TITTLE: I I Second Floor & Roof I------------------------- ---------- I I----------------------------------------- � Exist/Demo Plans I I I I I JOB: � I I PEMO EXIST TO I IRE-MAIN I ---------------- J 12425 Sound LLC L----1------------------------------------------------1 12425 Old Sound Avenue Proposed Second Floor Exist/Demo Plan Mattituck New York Scale: As Noted DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOBIP PG #: D-1 .1 BUILDER-ARCHITECT-ENGINEER 1 EUM' 2- 1 • 3— ISSUE DATES I 1 <�'; Prel. Review 5-12-20 I I I I ------ Permit Set 5-14-20 I I I I - I I I I I I I I I I I I I ------; REVISIONS REV# DATE AREA CHANGE I I I 1 --------i-------7---------------------- 7-15-20 Site Exist/Demo Site Plan Added ! I I I I I I I I I I I i t I I I I 9-3-20 - Unit Schedule Added I I I ! I I f l I I I I I I I I I ti� I I I I I I I I I I I I I I L______J I 1 --------------------T ---------- ----------------------t \ II II II � � REFERENCED DRAWINGS II II II II DRAWING TITLE DATE REV. # I I I I I I I I I I ! I I I I I I I North Elevation Scale: As Noted I I ----------------------------------------- I I I I I I I �— I KEY PLAN I I -- DATEDRAWN: 5-2-20 DRAWN BY: CJM ------� SCALE: %"=1' PROJ MAN: DK I I I I I I I I ------ ----- -------- IpF NEN,'y - -------------- I 1 C !{ Z I I I I I I I I I L 77 I I I I I I 1 I ----�I I ---------- I Proposed North & WestPEW E15r TO ---------------------t I?�y+ ; Exist/Demo Elevations I I I I I I I I I o6: I I I I I I I I I i -- 12425 Sound LLC West Elevation 12425 Old Sound Avenue Scale: As Noted Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB l : PG ##: D-2.0 BUILDER-ARCHITECT-ENGINEER BUM: 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 9-3-20 Unit Schedule Added I I I ' ! i c REFERENCED DRAWINGS DRAWNG TITLE DATE REV. # I � I I L—south—Elevat*ion Scale: As Noted i I --------------------------------------- I I I ' KEY PLAN DATE DRAWN: 5-2-20 DRAWN BY: CJ M SCALE: %"=1' PROD MAN: DK -------------------------------------------------- ' of NE;+. II i P�S DE �'Q R IL � P I-------i L------J OFES�ID TrrU: I Proposed So th & East ------------ Exist/Demo Elevations EX!5T TO PEW ------ � REMAIN i i JOB: 1 12425 Sound LLC 12425 Old Sound Avenue East Elevation Mattituck New York Scale: As Noted DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG #: D-2.1 BUILDER-ARCHITECT-ENGINEER ,) eIALDER: Al 2— ( I II I �I I I LOT COVERAGE: CURRENT EXIST BUILDING LOT COVERAGE (W/ PORCH): 1,330SF I I I I TOTAL PROPOSED BUILDING LOT COVERAGE (W/PORCH): 3,140SF (16.47*) 3— I I I I BUILDING SIZE: j l I % EXIST- ( PW I EXISTSNT 0 REMAIN): 11,255SF I I PROPOSED ADDITION: 3.815SF TOTAL PROPOSED STRUCTURE 5,068SF 84'-2" I j I ISSUE DATES - — APPRO'X- LOGATIOJ O EXisT I 27'-9" %ji - ' 15'-9" I / \ I ( S�PTIG. TO REAS JVI D- 1156," Ff-AR Yaq 5�' I I Prel. Review 5-12-20 Permit Set 5-14-20 �- -- NEW WAI-KWAY I I I I I I j l I I NEW POR<,H I I REVISIONS I I � 15'-9" -- EXIST �r�P TO PE FEMOVEP NEW PARKING 33=5— I REV; DATE AREA CHANGE 0'-5" c 29'-7" I I 1 NEW 2 STORY ADDITION I I I I I 7-15-20 Site Exist/Demo Site Plan Added E i DECK TO REQ'LVED I 9-3-20 - Unit Schedule Added EXIST 6E6-116N r7= (2) STO�,Y NEW WALKWAYIle T O f�E REMOVFP I I EXi�5T FEiJGE Ir>Ew P4 � �� t_ REFERENCED DRAWINGS ExIST OOrJO�:>=rE STooP , "I I DRAWNG TITLE DATE REV.33'/ I # — EXIST ( GTO2Y F'ESIPrN NEW PARKING I I! 1 -- -- — i=v.IST (2) STORY"'J RESIPI 1 E 1=X!ST PQRGtt I I EY15T PGK:GN I � n ---- NEW WALKWAY �ORI�� W;LL 15'-9" - - TO ;3E AR,ANP61 JF.I I 1 I I PROP05ED SANITARY 5 5Y5rM— I (1) 2500 GAL 6EPTIG TAM r � _ 5T (2) w%Ro��W7. EPods I I I L J 83'-4" EXIST DRIVEWAY TO M � I EYI5T PAR?'\.INe To f�E FFv,�qEP f/ I l EXI`~T PA??KINC� ~?EA P/ �I 4_ TO f5E FEMOV=p LOCATION w KEY PLAN -- -- ------- J DATEDRAWIt 5-2-20 DRAWN BY: CJM SCALE: 111=20' PROJ MAN: DK fi OLD SOUND AVENUEOLP SOUND AVENIN ()fNE:v P ,.,,��� e ` ILA� V AR�FES7S� P� TITTLE: Exist/Demo & Proposed Site Plan � JOB: Exist/Demo Site Plan Proposed Site Plan Scale: As Noted Scale: As Noted 12425 Sound L L C 12425 Old Sound Avenue Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG if: A-0.01 BUILDER-ARCHITECT-ENGINEER BUILDER: GENERALNOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ROOF FRAMING. -O-C-CUP-A-N-C-Y G. .LA--S-S--IF-IGATION RMREfMA .1))1). RIDGE-TO-RAFTER ASSEMBLY. 2 --- . .. .. x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE IALTfLE DYVELLIN9 When a collar tie is used in leu of a ridge strap,the number of 1 Od common nails required JOINT DESCRIPTIO Qtr SPACINGNOTES 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= WEIGHT U 1).The information within this set of construction documents is related to basic design 2)• RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL SQ. FT. OF CONSTRUCTION 1,272 5'F 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:4-8d COMMO 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 DESIG=N CRITERIA CURRENT 56G HIGH 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 RAFTER 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 FRAMING ELEMENTS A5 PER FLOOR PLANS CRO55 SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2- 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIG=N LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 ISSUE DATES 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 Prel. Review 5-12-20 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 for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means,methods, techniques, sequences,or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 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 CATAGORY specific use expressed or implied 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 COMMON PER FACE NAIL 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 ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE !ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMO EA. SIDE NAIL NAILING: SCI-IEDULE 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 7/16 inch wood structural panel on the exterio STUD 2- 16d COMMO O.C. NAIL 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 FIRE PROTECTION Sym.. REVI 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 0 7-15-20 Site Exist/Demo Site Plan Added in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION © 9-3-20 - Unit Schedule Added 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCPECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type I I exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriai BOTTOM PLATE TO: PER FACE NAIL I CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST, BAND JOIS 2- 16d COMMO FOOT SEE NOTE: 1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN 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. (MIN. 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. � LBS. N B SEVERE 3 FT. 11 NONE 3). Provide 1/2"expansion joint material between concrete slabs and abutting p y JOIST TO: II PER TOE I TO HEAVY I MODERATEI DRAWING TITLE DATE REV. # concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections (n accordance BRIDGING EACH TOE Any new concrete walls being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIAT be NOTES be installed with#4 re-bar, 78" long at 12" o..c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL[d 5). Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS ll to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3- 16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12" O.C. to 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. 3- 16d COMMO 8x16 cast iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL 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-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be*1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMO 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- (fid COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <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 3 .Tabulated 4 inch o.c. nails zein assumes sheathing to rafter/ framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING ) spacing 9 9 g g AS PER TABLE 3J framing members with 0.42<G<0.49,the Wait spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2+ BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d WFCM- SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 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). Floors, 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 DESCRIPTIO Q n, SPACING SEE NOTES: 1, 3 (BOTH FIELDS') 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 72"O.C. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted ,all bearing wall headers to be (2)2x10#t2 + BTR. Doug. Ft . 5d COOLER Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE: 3 ( )j ( ) 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 SHEATHING: 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 girder(s). JOINT DESCRIPTIO 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 gd COMMONIAS PER TABLE 3. 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall KEY PLAN 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE DATEMAWN: 5-2-20 DRAWN BY: CJM 6d COMMON 2 Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framin members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu l.)•All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD ) 9 9 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless note0onstruction Code. GYPSUM 15d COOLER 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. SCALE: X"=1' PROD MAN: DK 2).Verify septic system with the Engineer for Suffolk County Health Department approval. on plans. WALLBOARD 10 O.C. FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify,with the JOINT DESCRIPTION OTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 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 COMMO 12"O.C. FIEL 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. K�OF NE;►rYO 9). Unless otherwise noted,all roofs and walls to have a minimum 1/2"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 ACQ. �'�P�c, � FR,r��P,t CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 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 FIREBLOCKING REQUIRED n p�""� 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) ; equipment supplier. s over subfloor as per manufacture's instructions. 1). Nailing requirements are based on 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. 7 iOnOFE 7 11). All bathroom walls to have 1/2"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 5/8" 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: U 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 to 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 roofs 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 nails shall be permitted 2). At all interconnections between concealed vertical and horizontal 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 to be reduced tot - 16d nail per foot. 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 12425 Sound L L C flame and products of combustion. 12425 Old Sound Avenue 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOBM PG #: A-0.1 BUILDER-ARCHITECT-ENGINEER 1 EUM' WIND LOAD PATH CONNECTION AND 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 LOAD CAPACITY. 2— KING STUDS ENDWALL RAFTER - �`} WALL STUD CRIPPLE STUD - Q a � BOTTOM PLATE 3— RIDGE HEADER LEDGER . , BATHTUB I • ��` DOUBLE JOIST SIDEWALL f 4 RAFTER ' JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1 ST. ADS5 HOLD DOWN . CONNECT TO 1 SIDE OF ALL CORNERS _ ;(I I ISSUE DATES ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Prel. Review 5-12-20 LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"xi2"20ga. STRAPJ APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER l LEE ER I LEDGER; JOIST DIRECTION WITH (2)JOISTS.UNDER WALL. Permit Set 5-14-20 THE FLOORS TO EACH OTHER WI THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING Ca24"OC WALL STUD \ THROUGH-ROOF EXHAUST VENTS SELECTED AND \\\ ` LOCATED BY CONTRACTOR METAL STRAP REVISIONS CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY :- AS REQUIRED RAPPER - REV DATE AREA CHANGE � RAFTERS � WALL SHEATHING � VENTILATION _ © 7-15-20 Site Exist/Demo Site Plan Added SILL PLATES) WOOD JOIST ' SIDEWALL FLASHING BLOCKING 9-3-20 - Unit Schedule Added FOUNDATION FINISH WALL AND MOISTURE TOP PLATE iy �' 2x4 LEDGER BLOCKING i STAPPING TO BE ATTACHED TO WALL STUDS @49"OC BARRIER TO LAP FLASHING - 2x4 SOFFIT JOIST_ AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA 1 '; I BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF { GUTTER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4'-8- LSTA24 1-114"x24" a.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- —CONTIN.SCREENED VENT 20 I s / L REFERENCED DRAWINGS ON ALL OPENINGS ,/ � PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH � CONTIN.SOFFIT/EXT, PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/a INCH IN DIMENSION. 8"-14" LSTA30 1-114"x30" 18ga-STRAP AND JACK STUDS l AND SO AS TO MAINTAIN AIR SOFFITED E,4VE DRAWNG TITLE DAZE REV. g GAP TO PREVENT CAPILLARY 4'-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. �' ACTION " " CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS \ 8"-12 RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND. FLOOR WALL /f 1 OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER —� "� RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS \ NAILED TO SHEATHING I SHINGLES AT BASE MIN. 4 INCHES j' \ THROUGH VENT �'" / `t WOOD JOIST ' TOP PLATE �� �� i ' GIRDER/HEADER ly';. 610E WALL FLANSHIi�lC- / 1 ST,FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 1 WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALL , WALL STUD � � " FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES - PROVIDE HEMMED' EDGES 50 RAFTERS �I INSTALL 47 O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTERIPLATE RT15 TYDOVVN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"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 1-1/4"x48" 169a,STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.$ REDUCE BUMP OUTS ON ALL OPENINGS PLATEN/ALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL. SILL PLATE TERMITE SHIELD OR SILL GASKET WOOD �.=� � �WOOD JGISTS NEOPRENE TVP.CONIC.FOUNDATION ^ 6 MIL.POLY CONC.SLAB r, /� v GASKET I ; DWI— j 2x6 /2xB CONTINUOUS WOOD PLATE BOLTED TO 57EEL SEAM WITH- I DAMPPROOF EXTERIOR C GRANULAR FILL � � � � � '� I KEY PLAN 6MIL POLY ON EXTERIOR v STEEL COLUMN 1/2 DIA. BOLTS s 48 o.c. STAG. � � ^ '� ` L - I ,� D o � ROOF JACK �,. DRAWN BY: CJM CONC.SLAB _ / I DATE DRAWN: 5-2-20 _3 STEEL BEAM ° t y .�y� ," x 8" STEEL COMPACT FILL a S =v3" 4 x I/C :D TOP AND BOTTOM PLATE SCALE: NTS PROJ MAN: DK ROOFING LAPS , KEYWAY FOOTING b v p a 1 FLASHING AT I WITH 1/2"' x 6" ANCHOR 5OLT �''-� '� CON C.FTG. ANCHOR BOLT CONNECTION USE WITH 3x3 SOUARE WASHERS SIDES AND TOP �� 112" G@CUT ° \ LBPS58 OR BP583 USP ( ) , --r__r -1 4 3' STEEL REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION5/8"DIA.ANCHOR BOL II I �) G DRAIN TILE OLUMN P — SUPPORTINGto MAXIMUM SPACING FLASHING LAPS - _ SILL PLATE TO FOUNDATIONROOFING AT BOTTOM _ _- of N EW y CRAWL SPACE OR FOUNDATION)— 1 STORY 72'OC �P� DEER�O�� SILL PLATE TO FOUNDATION TYPICAL BEAT"I DETAIL ��• 'r �s� TYPICAL CONC.FOUNDATION.APPLY PILASTERS 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING f •�,� �� WALL BOTTOM PLATE TO FOUNDATIO ', 4Uj SLAB-ON-GRADE 1-2 STORIES 67'OC ROOF JACKS d VENTS DETAIL T SUBFLOOR FE S\ CONC.SLAB I I/ -DOOR FRAME 6X6 10/10 WWM GARAGE COMPACT FILL i DOOR I (}--JOIST USE 2X8 �� 4" 5LA15 FOR BLOCKOUT ��rt STEEL BEAM Wind Connections & P.T.PLATE /*^ �ti W/ 6X6 WMM S�OpE 1/2"AIR SPACE 1 ° , 4 DRIVEWAY—Mo. NOTCH JOIST AND ADJUST HEIGHT ` I ° Zyl/Z!' (WITH A NAILING PLATE IF NEEDED) Construction Details ' AT END AND > ' o .4 �, IDES OF W000 ' e ° TO BE APROX. 1/2"OR HIGHER THAN GRADE ° d f "--�t -- �f--"--z °'4 p 1 ° D Y . •e STEEL BEAM TO ALLOW FOR SHRINKAGE JOB: h BEAMS ? ° a ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) sw� = r 6X6 W.W.M_ - -- . _ 12" Ay ".. e e f G °ilk Gr ,^ �I II 1`i�i�� /�� 0 ° SUBFLOOR MIN. �,'e c e +�. ^ C'ta L='A L''� ° ``� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM n .�n' I — rJ �! •' REINFORCING BAR �? - NOTCH EQUALS 1/4 DEPTH OF BEAM 1- n a ° �;q"•. - •• •� . � �-� REINFORCING BAR e _ _ ae• p _( � JOIST 1242 5 Sound LLC DRAIN TILE L--r! a 12" a a '�-`� SHEET METAL/30ft FELT UNDER BEAM AT POINT I ' - L�'n "° ° ae ° ll OF CONTACT WITH CONCRETE OR CONC.BLOCK iT—iT7 I STEEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION.REINFORCE WITH(2)x4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. d ° 3' SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) 12425 Old Sound Avenue REINFORCE FOOTING WITH(2)04 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM C�ARAGE DOOR BLOCKOUt Mattituck New York BEAM POCKET DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG #: A-0.2 BUILDER-ARCHITECT-ENGINEER 1 BULDER: 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 REVISIONS REVI DATE AREA CHANGE 8o'—s4» 7-15-20 Site Exist/Demo Site Plan Added » 3„ 16'-03, 30 —2" 1 6 —04 ® 9-3-20 - Unit Schedule Added 18'-2�6„ 01 I I -------------------------------------------- --- ---------------------------------------------------------------_--------------- - REFERENCED DRAWINGS F'------------------------------------------� i i r------------------------------------ ------------------------------------i i DRAIMNGTITLE DATE REV. # 1 �_ I 1 I I •• I I I I •• I I I , » , I LW M E ST 5'-8" 5'-8 ' , : I III i I 5 F0"AT1a4 I I I I I ____L ____________________________ .- 1 _ __ ___� I III L____ ___________—_--_----_—____—_—_____ I ' I I . .• _ � III I — I I ------------- -------- ------- r-------------------- ------------------� p . l III I r------- --� I I I I I I III I I I I I I I I I I I I I .. I I � I I �� I III I .• I I I I I I I I I I I I I I I ( I 1 1 c , III I I I I I I I I ® i II ; •• I 6lp.y.A.f �f7 7.1L I •: I I I III I � I I I 4Lr-A I I •• 1 I 1 I I I I �-� � � `.• � I ` • � III �• ' I �x��r �x��r I FORGt1 111 I 1 I I I 1 NEW /� I I I .` I NEWI �O`"\. ATIOfJ » I I I � �ON I I III I I W—W 66WON 32'–,3I i i i w-6H RM ICY i i i i � LAUD$[ I I I I I I I -' I I ; I I I I I I11 I I I ` 1 I .• I I I I11 I I I I :• I I •_ I I I III � � � I I ., I I •. I I I III I I I I I I I III I , I w i i ' LOCATION I I I I ..' I I -------------------- ----------------- i III ---------------------------------------- .i---- ---------�--------------------------I � i --- ------------------------------------- KEY PLAN I ; I •: i i .. ; I � ; I I • . I I • III � . ' I DATE DRAWIt 5-2-20 DRAWN BY: CJ M :• I ; i i •. i nl , •, i I 6'-0" ' i III ; I 6'-0" II I � , •'- I I I I I SCALE: 1/"=1PROD MAN: DK II --------------------------------------------------------------- ---------------- ' NEW S" CONCRETE I EXIST �F ICK FOUNDATION WALL W/ '�— I FOUrPATION TO of EW F0MNC�. MIN OF P �.DEER � I _� , �. ; X36„ �� GRADE STORY ADDITIONO �ISIDC JGE TOhY PEMAIN �� � ��� L-------------------------------------------------J 07 °���c� OFE P TTrrLE: U Proposed Basement W/ 1st Floor Framing JOB: 12425 Sound LLC 12425 Old Sound Avenue Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG #: A-1 .0 BUILDER-ARCHITECT-ENGINEER 1 BUILDER' 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 80 —631, ol REVISIONS 18'-3" 16'-1" 30'-2" io 16'-04" REVI DATE AREA CHANGE I7-15-20 Site Exist/Demo Site Plan Added © 9-3-20 - Unit Schedule Added I O LINE -_� ------------------- REFERENCED DRAWINGS 5'—88" PRaP05EV STRIJGTUREI — O O , DRAWING TI11.E DATE REV. # I I PROPOBM I ❑ -- I I I -- ------- w ---'At �� _ 00 IDLY MROOM _ . - _ - -- I I II 0k)t I I I I I I PrzoPos® KIT-CHA71NIN6 O O PROP022 ❑ ATN ,, DN l.N' �. . . ..... DN UP 1 I , I 27'-2' ---- ----- - -- UNIT'A' ' .33'—.3 P�20POM?KrF6HZ2INMVEST. I u Fxisr UNITC � I 835SF ---- --------------- UNIT'E' --------------UNIT'E' 600SF PRAM 29 i ' PROPoSI� � uvIN6 RM LIVING/ O I IL -- EIN1�2 ----------- op _ , I tZE LOCATION PROPOSm I PROPOSED 6$-0" i $FDROOM ! DINING ; KEY PLAN O O _.. o --------------- - DATEDRAM 5-2-20 DRAWN BY: CJM ---------------- SCALE: Y"=1' PROJ MAN: DK NEW Two ExlsT (2) ATO Y STORY ADDITION EZS CNG 5'-0 I of NE�V AREALA Uj UNIT# SQUARE DESCRIPTION FEET R�FESS\�N UNIT A 575 SF ONE BEDROOM TIT1l.E: ONE BATHROOM Proposed 1 st loor w/ UNIT C 835 SF Two BEDROOM ONE BATHROOM UNIT E 600 SF ONE BEDROOM 2nd F1 F ra m i n g ONE BATHROOM JOB: 12425 Sound LLC 12425 Old Sound Avenue Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOBM PG M A-1 .1 BUILDER-ARCHITECT-ENGINEER 1 BUIUDEIR' 2- 3— ISSUE DATES Prel. Review 5-12-20 Permit Set 5-1420 REVISIONS REVI DATE AREA CHANGE i I�I �II 7-15 20 Site Exist/Demo Site Plan Add ed ------------------- ---------------- --------------- 9- -20© Unit Schedule Added ------------------------------------ LINE Or EN - --------------------------------ST j - - -- - -------------- --- RDoI= UNE I -�- I I I : ! _ _ - REFERENCED DRAWINGS I --- --- --------- ----- -I- - - - - I i DRAWNG 111LE DATE REV. # --- ------- -_- --- ! _— -- - - - -- — 1- ---- - --- II I I I I I I I I I — I - IIi' - - -_ --- - - --- - '- - --- - ------------------ : 1 I i I I I I I I I I II ------------------------------------- =- _ i I, l l II !lI ilk IIII I I I I. I I'I I f r. III Ir it I I .I i LOCATION --------- ------------------ --------- -------- i' i Ii,I I Ll I { 1 I I l -------------------------------- ----- ;' t ---------------------------------- --------------------------`- 1 � _ -_ _ --� KEY PLAN NEW H TWO � ExIsT (2) STi I I NEW gcphgET ADDITION REPLACE DIST DATE DRAWN: 5-2-20 DRAWN BY: CJ M SIiIN6LE5 STORY ( LJIDNG ASPHN_T - i 6111NAs5 SCALE: X"=1' PROD MAN: DK I - I L-------------------------- ----------------------� pf NEW Y OEER� n LJ w R�FESS\ TITTLE: Proposed Roof Plan W/ Framing JOB: 12425 Sound LLC 12425 Old Sound Avenue Mattituck New York DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB#: PG #: A-1 .3 BUILDER-ARCHITECT-ENGINEER —euLDR: 2— - 3- -- ISSUE DATES - REPLAr,E A9:HALT cH1NIBLE-55 Prel. Review 5-12-20 Permit Set 5-1420 26'-2-- REPLACEREVISIONS EVISIONS NEW DOOR REV; DATE AREA CHANGE 7-15-20 Site Exist/Demo Site Plan Added i 9-3-20 - Unit Schedule Added REMOVE & PATM EXIST WIDOW O O i L- ----- I 5®IRI AC& REFERENCED DRAWINGS DRAWING TITLE DATE REV. # South Elevation Scale: As Noted ----------------- ---------- -- ------------------ --- -------- ------ --- ------------ ------ ------- -- L------------------------------------------- - ------ 2- ---------------------------------------- _ ---- --- _ ------r �- - Rg'LAC,E - - I II IIIIII KEY PLAN ASPHALT LLII- = LLEU 4 srIIr�LEs 1, AI _� -�-�Ju ; �� DATEMAM 5-2-20 DRAWN BY: CJM I-L LlILIULLUL t IIA-E-L1 11ij _ffl 26'-2 >, - ��1-1� SCALE: X„_1, PROD MAN: DK W ! - _-___________________________________-____ -- _ -- _ - _______ -_ � I�LLL�1_ 6 J 111�1]A 0 ILLL U—L1-1-I I L 1 i LI� of F N E S I�� LLJ L t�� U LLQ I �� ��L� I P� � . oEFj.y'�p �. Jul LW ljilu X11 L� 06 LL ILILLUL pR • o.1l—J-i 1 I 0 REPLACEI I - —II II � L1 LfflLt T Lt IIII OFE �O j ! ---- - --- I �� is a l� =I= !�� �— _�, ��� LLQ I TITTLE: 1pu Proposed S uth & IIII ! II ii, HI111H 1111 Hl ! ! I 11111 1111 1 1 11 11 H 111111 U III 1 H 11111 ! 1 11 111 111 1111IIi I 1I1 _ East Elevations NEW Two I Exlsr (2) Si-6Fy JOB: STORY ADDITION RESIDT:7--NGL I i i 12425 Sound LLC 12425 Old Sound Avenue -L---------------------------------- ----------------------------------j i East Elevation Mattituck New York Scale: As Noted DESIGNER: Kolb Mechanical ENGINEER: - MECH CENTER: - JOB PG #: A-2.1 FORM NO. 3RECEVED TOWN OF SOUTHOLD JUL2 9 2022 BUILDING DEPARTMENT SOUTHOLD,N.Y. b r l &i Planning Board 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: For permit to: Construct additions and alterations of use at an existing dwelling at: Location of property: 12425 Sound Avenue Mattatuck NY County Tax Map No. 1000— Section 141 Block 3 Lot 39 Is returned herewith and disapproved on the following grounds: 'I he proposed construction, on this nonconforming 19 1.50 scare foot lot in the l i ht, Industrial LI District is not pennitted pursuant to Cha ter 280 Attachment 4 Bulk Schedule which states lots located within the LI District re uire a minimum side yard setback:of 20 feet and a minimum rear yard setback,of 70 feet. The vjgposed addition has a proposed side yard of setback 15.9 feet and a rear_yard setback of 49.7feet. Additi nallv. the pro aosed use requires Special Exception approval from the Zonin Board of Araeals, Pursuant to Article XXIII. Section 280-127 the ro osed use require site Dlan avvroval from the Southold Town Plannin t Board. Lastly., and in addition the use e 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 FORM NO. 3 . .._tn 1 ..� : .. ......__ TOWN OF SOUTHOLD BUILDING DEPARTMENT Lj l 0 '1 2 a 2' � SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL ��°°p�iem. ...:��«Ρ"°�� .w....._� �..a.... ..........:.................._......... _.. .. DATE: June 24, 2021 TO: Martin D. Finnegan, Esq. (12425 Sound LLC) PO Box 9398 33 W. 2nd Street Riverhead, NY 11901 Please take notice that your application/letter dated May 28, 2021: For permit to Construct additions and alterations of use at an existinITg.dNyelliqg at.: Location of property: 12425_Sound Avenue, Mattituck,,NY County Tax Map No. 1000—Section 141 Block 3 Lot 39 Is returned herewith and disapproved on the following grounds: The imposed construction on this ponconformin g 19,150 square foot lot in the Lim Industrial... L District is not p � fitted attrsuat�t to article XV Section 280-62B�11 t which states. I.Jses permitted by special exception include "Conversion of exist to affordable residential housing"". 1"he proposed use as affordable residential housing is located within new construction. In addition. the construction is not ermitt d_Rq cant to 280 Attachment 4 Bulk Schedule which states lots located within the LI District tc„�miniinunl side yap°d setback of 20 feet and a minimcrm rearrard setbac[,� of 70 beet. lb cd addition has aaroposed side yard of setback 15.9 feet and a rear yard setback of 49.7feet. 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 ED ElY. . " . J ,J 1. �,� FOR INTERNAL USE ONLY 66502 wel P�amj�r)g Board ,_ m SITE PLAN USE DETERMINATION Initial Deterrnination Date Sent:�.�. Date: Project Name: Project Address: aS ��rJ I -J00 o0- . 1 Zoning District: L 1 Suffolk County Tax Map NLq � - V It, (Note: Copy' of B.uildir� Perrx�it App lotion and supporting documentation as to 'propose d use or uses should. lie sul:�rr�'ted,) . Initial Determination as to whether use is permitted: , Initial-Dete.rmin a#ion as to whether site plan is reguirert= Signature of Building Inspector artment (P.D.) Referral: Planning Dep r _=;__ -Date of Commenfi: � p..D. Date Received:--j--j— Comments: eceived: Comments: Signature of Planning Dept.-Staff Reviewer alDetermination n Date: j= Decision: - - - — c��hat�irP of Rnildina In�nPctnr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lady) // � south oldtownii Dov 0",.t �' Date Received APPLICATION FOR BUILDING PERMIT ; : � , ��� u � For Office Use Only PERMIT NO. Building tnspector: MAY 2 8 X021- /rrr/%ms, /'�/iii%�//r�%r'il���///!i/�/%���r���l� i������'%�i�/ rii/:iip/%%/f%//,r✓i / / ,: ,. �, pP�batl �,s Bpd 1` p`J�ri � � �ijl' „tut� ,;helr entirety Incompjetd%/' � /�i/i r ,r,,�/�/ol/%/%/iia/r4rw,�iyr�ffrfr/ rrr[�/Ire/�, i�•; ,, / �r,,,,,;I ,r �/. .,,a,.., .,: .. „appli �tltaa'�s, �l(��rtp k �n,'' 1��w�tp�J�a�wtlnottheown�r a ���f; ` .� Date: OW�11ER(S),OFPROPERTY ��,,, . ,r ,�„ „r,,,„/ �.,,�/,. ! „�,,,,r ,�, ,•, , ,, „f,,,, „ ,•,,,,ter „r li;� „i J r lr%r I Name: 12425Sot. lni.`�,.LLC SCTM#X000-141,00 03...00-039,000 Project Address 12425 011d„Sound Avenue, Mattituck _ Phone#: Email:. Mailing Address: 11 P0.. 6 9, Mattituck, NY 11952 �orarr PERSON r , /� ,,a ,,,„✓„ ,,,„,v � oLri'/�r�;�ri/%�%�% �:;, �,/,,, ;/, /1,J, �,�„i�. „o, �, ,�-r ,� �, r IA %i., Name Martin D. Finnegan, Esq, Mailing Address:POB 9398 33 W. 2nd Street, Riverhead, NY 1,1901 Phone# 631-727-2180 Email: mfinnegan@suffolklaW corn _ DESIGN PROFESSIONAL�INFORIlO1, j Name:James Deerkoski PE Mailing Address:260 Deer-Path, Mattituck, NY 1,1,952, Phone#:631-298-7116 TEail: CONTRACTOR lNrOM�wT1ON Name:TO BE DETERMINED Mailing Address:. Phone#: Email, DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure POAddition ®Alteration ❑Repair I_Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes i4No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property:Residential-Affordable Housing Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to LI this property? ❑Yes *No IF YES,PROVIDE A COPY. Check Box After Reading:" The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code,and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a ass"A piursuant to Section 210 4S of the Newyork State Penal Law Application Submitted B rint name): artln D. Finnegan, Esq. MAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Martin D. Finnegan Esq. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this nn -- �7 day of 20 L Notary Public SCH'ZITZER ANNALISE PROPERTY Z NOTARY PUBLIC•STATE OF NEW Y RK Where the applicant is not the owner N0INSUF SUFFOLK ( pp ) QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES SEP 25,20 I, ',"'.1""I"11111m, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature _ Date ..........__ Print Owner's Name 2