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TR-10777
Glenn Goldsmith,President �o�OcoGy Town Hall Annex A.Nicholas Krupski,Vice President c < 54375 Route 25 Eric Sepenoski W at P.O.Box 1179 Liz Gillooly �y • v�� Southold,NY 11971 Elizabeth Peeples ��l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: tl//,/Ztf Completed infield by: BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN requests a Wetland Permit to construct a ±4'6" x ±11' addition onto the southerly side of the existing permitted one-story dwelling. Located: 480 North Oakwood Road, Laurel. SCTM# 1000-127-8-8.5 Type.,pf area to be impacted: ./Saltwater Wetland Freshwater Wetland Sound ,.� Bay Part of Town Code proposed work falls under: ✓Chapt. 275 Chapt. 111 other Type of Application: ,Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: (�1t t yG'Cv cnR[TC n�cA.tontl thcxT +S t1o� Ao;s�a o,,Nj t'yrT AT b4c�w���4"a 2XS�- rya . Present Were: ✓ G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. z. EXISTING ROOF CONSTRUCTION TO REMAIN ki� ARCHITECT 12 Southold Town EXISTING ROOF SHINGLES TO REMAIN 12 Bond ofTrustee3 EXISTING EXISTING REVISIONS D E S C R I P T 1 0 N 2/8/24 REVISIONS PROPOSED ROOF CONSTRUCTION (1 RAFTER OdTO 1NALL 12 12 - 3/21/24 PLANS FOR BUILDING PERMIT 44 NEW ROOF SHINGLES TO MATCH EXISTING 4� 6/28/24 •REVISED PLANS LIF EXISTING FASCIA & FRIEZE NNI BOARD TO REMAIN / 4" CORNER BOARD EXISTING HOUSE EXISTING HOUSE 12 Rl '� EXISTING HOUSE CXW135 5/4"X4" WINDOW I EGRES EXISTING & DOOR SURROUNDS CX 5 SIDING TO (TYPICAL) E RESS REMAIN HARDIE BOARD LAP SIDING TO MATCH EXISTING MTS12 HARDIE BOARD LAP SIDING TO _ HARDIE BOARD —MATCH EXISTING _LAP SIDING TO MATCH EXISTING EXISTING DECK EXISTING DECK EXISTING DEC ADDITION 1 ADDITION 4 D 10 ADDITION ADDITION--' _n RAFTER TO WALL SCALE: N.T.S. P WEST SIDE ELEVATION P SOUTH SIDE ELEVATION P EAST SIDE ELEVATION 1 SCALE: 1/4-" = 1'-0" 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" W U w Z o 00 EXISTING DECK ABOVE Z w Q t o _ ry EXISTING I I � � EXISTING N m In DECK I DECK l a 12 TYPICAL ROOF CONSTRUCTION z W 0 W WZ Lu EXISTING O O I o F NEW ROOF SHINGLES PER SELECTION OF OWNER E-- N 0Of z S�. OVER 151 FOOF FELT ON 1/2' CDX PLY'AM SHEATHING. OLL z i cn NEW ROOF RAFTERS SISTERED TO EXISTING RR 0 16' O.C. Q O EXISTING 4'-6" " X w EXISTING 4'-6 12 TYPICAL CEILING CONSTRUCTION L 2'-3DDITION 3" ADDITION I �� 44 LIJ O NEW 2' X 8' CEILING JOISTS 0 16' O.C. SET 8'-0' ABOVE Q l EXISTING EXISTING EGR SS I q�ti 1�OP0 FINISHED FLOOR W/ R-38 BATL INSULATION —i O 10'-0" $o CX 135 I SEA PROPOSED FASCIA TO MATCH EXISTING HOUSE a 0 n WHERE PROPOSED WALL Q W 4X6 POST M — — F MEETS CEILING 6-2"EXISTING RR TO REMAIN �� EXISTING RR TO REMAIN EW X8 RO N N Q I I I I TECO EACH RAFTER TO M POSED EADER(UPSET TYPICAL WALL CONSTRUCTION LLJ o f— Z iz AFT RS ® 16 U INE OF EXISTING- NEW 2X10 AC w Q PROPOSED HEADER r NEW SIDING PER SELECTION OF OWNER OVER TYVEK HOUSE FOUNDATION WALL Z NEW ROCK M w W O.C. TO REMAIN (TIP) 16" O.C. TECO I o PROPOSED WALL 14" ' I..f1J OHO p EACH JOIST o z p I WA�L AND CEILING WRAP 1/2 CD X PLYWOOD SHEATHING ON EXISTING 2'X4' WD. O EXISTING STUDS A 16 O.C. r1 O ^ INSIDE EXISTING ROOM LL LIVING ROOM w Q Z EXISTING w FLUSH w I a F EXISTING I I I EXISTING PORTION OF EXISTING I PROPOSED eO TYPICAL FLOOR CONSTRUCTION O EXISTING CATHEDRAL iw p' o 0 O F DECK a i o ix I I3 0 o DECK I I I I WALL TO BE REMOVED S�l�NR00M LIVING ROOM FOR ADDITION N CEILINGS c� 20 w n Q' o m PROPOSED FLOOR JOISTS TO MATCH EXISTING A 16' O.C. LL Ia Q PROPOSED WALL TO MEET E� d a Q cn (3 0 LL p V I I I I 4"II W/ " PLYWOOD SUBFLOOR INSULATE UNDER FJ W/ R-30 UNDERSIDE OF CATHEDRAL o� a I i 0 Q O 1 w L BATT INSULATION do COVER W eXT)(r HARDIE BOARD OO Z CEILING 0 $ O LINE OF NEW U- 0 X I_ 0 I I I ( ATiOF ADDITION EXTERIOR— LINE DOUBLE BOX BEAM THRU N CONSTRUCTION (TYPICAL) N W 2 8 CEILI 104 z a x I BOLT ACQ LEADER iw OISTS ® 16" of EXISTING =T I N j X I I I I EXISTING DECKING) LINE OF EXISTING WALL I Li EXISTING FLOOR CONSTRUCTION PROPOSED FJ TO AND SLIDING DOOR TO BE C.C.0 U , FOUNDATION v w REMOVED 04 NO CHANGE II 0O EXISTING FOUNDATION 16" O.C. 6 ULL;K JUISTS _4 LINE OF EXISTING FLAT CEILING CX 135 L�L_ WALL TO REMAIN PROPOSED JOIST ACQ LEDGER w I TECO EACH JOIST FLUSH EXISTING 2" BUMP OUT '—O EGRESS INTO EXISTING ROOM 2'_3" 2'-3" N E W ( ONN 28" POURED CONCRETE PIERS X28' POURED CONCRETE 14"X14" POURED CONCRETE I FOOTINGS 36" MINIMUM BELOW 4._6" PIERS ON 28"X28" POURED 3 T ACCMDINGLY GRADE. TYP OF ADDITION CONCRETE FOOTINGS 36" TO MATCH EXISTING FIRST FLOOR EXISTING EXISTING ADDITION MINIMUM BELOW GRADE. I HEIGHT (TYPICAL) BEDROOM DINING U) (TYP OF 3) I_ ADJUST PIER I NO CHANGE ROOM o ACCORDINGLY TOG MATCH NO CHANGE z EXISTING FIRST FLOOR o� HEIGHT (TYPICAL) o m N� I o s CROSS SECTION X w I z 1 SCALE: 1/4" = 1'-0" N W Charles M. Thomas I Ridge Beam I a r c h i t e c t 1 PO BOX 877 JAIJESPORT, NY 11947 (631) 727-7993 P FOUNDATION PLAN P FIRST FLOOR PLAN 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" PROJECT L E G E N D RIDGE ►-4,___ MSTA I I — RAFTER EXISTING — TO BE REMOVED D58 e — PROPOSED FRAME WALL Simpson Strong Tie WITH CEILING COLLAR TIES ® 32" O.C. PROPOSED PLANS & EXISTING WINDOWS TO BE CS-20xl8" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie REMOVED PER RAFTER INSTALLED OVER PLYWOOD ELEVATIONS EXISTING DOOR TO BE REMOVED RIDGE STRAP TIE ADJUSTABLE HANGER SCALE: N.T.S. SCALE: N.T.S. DATE: 1/23/24 S I G N C R I T E R I A PROJECT No. DRAWING BY. CMT CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF 00� 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 1 20 130 B SEVERE 36' MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACC 0 M A D A TE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS , E C E I if ri PIPING R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION . JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ` m; 14 ROOF TRUSS SLOPES THAN 4 W/NO TOP PLATES �. f o FINISHED CEILING SECOND STORY TOP PLATE— �WWfrMM TABLE 3.1 ATTACHED TO RAFTERS SouftldTown �� '' ., ." ,c��✓ 1 TOP PLATE SEE DRILLING AND 16d NAIL AT 24 O.C. GYPSM BOARD INST ACCORDANCE WITH ALI.LU IN STUD INTERIOR WALLS AND H PARTITIONS /180 Board of Trustees JOIST IS PERMITTED TO NOTCHING PROVISIONS FLOORS AND PLASTERED L/3so STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% EXT. WALLS W PLASTER OR H OF STUD DEPTH — WFCM SECTION 3.3.1.1.1 / /3so _ WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8 MIN. TO EDGE EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE �- 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE / '� STUCCO FINISHE » j d NAIL E 6" O.0 WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / a c ALL PANEL EDGES „ T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE — FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED of BAND JOIST AND BRIDGING a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the cn WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED m LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not N N BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of Zp WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall � N �r OR BLOCKING ° 16d NAIL AT 24" o.e.J IW WITH WFCM TABLE 03DANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2a TABLE R 301.2221 WFCM 2015 SBC HIGH WIND EDITION w SILL PLATE ° JOIST o , ° S E C TI 0 N 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD ION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT SUBFLOOR MONOLITHIC FRAMING ANDEMB,�0 CA AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING- NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2BEARING WALLFOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS - 0 TYTYPICAL WALL, FLOOR & ROOF FRAMING NON—BEARING WALLS: R602.6 (1 )�2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6 O.C. WN JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w 0 Uj WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 FASTENER SPACING (inches) SEE STUD TO RAFTER z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS PICAL < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q TYPE - < 6 FEET < 8 FEET 1/Y SPACINGS A A R QUIRED U ALLOWS E CH SIDE 10 8d N0. 8 WOOD SCREW 16" 10" 8" OUDDLLWN AI S ANCHOR WITH 2 EMBEDMENT —J HEADER STUDS ---FULL LENGTH 5d COOLER NAILS AT 10" O.C. � Q LENGHT DOUBLE A A WA STUDS STUD (MIN) to CORNER STUD NPLT CONNECTION IS REQUIRED BRAGTI »E WITHK4 10d NA NAILED ILS NO. EACH NO. 10 WOOD SCREW 16" 12" 9" AHOLDDOWNARE o 0 0 TRANECTED TO SFER SHEAR BLOCKING TYPIC L AT EACH END OF HEADER AND ANCHOR WITH 2 EMBEDMENT (HDU) 0 0 0 CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z NOTE: SIMILAR REQUI ED ADDITION To CONNECTORS AT " 0 W LENGHT 0 Co EC R 5d COOLER NAILS AT 7 O.C. o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND z 0 FOUNDATION. 14 BOTTOM OF CRIPPLES 20 GAUGE STRAP W 0 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL a "A'�EDWALL FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 (n WITH 2 EMBEDMENT P ( WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS QW LENGHT SUBFLOOR " C) 8d NAIL AT 4 O.C.Uj ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. OfFACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST � LCI- 12" MAX. (WFCM FIGURE 11 ) 0 c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. = o o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. 'i TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING j�� r 0 `�` H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP N VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d1 COMMON NAI S LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT v H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4�' N WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) 0 0 0 0 EXC ED 15 FT. AX. EXXCEED 40 FT. MA 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / HOLDDOWN ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) 0 0 0 CONNECTED TO BASED ON SHEARWALL REQUIREMENTS LLI ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING " V' o 20 GA. STRAP— SDOUBLE �- rTUD PREFERRED METHOD STUD (MIN.) Z 14 WIDE MIN. AT HARDWARE RAFTER Q w 4 8d NAIL AT 12" O.C. ON ° o WA8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT � .�..r FLOOR TO FLOOR PHDS 24'+ RIDGE TENSION STRAI�P DETAIL CZ r""- CONNECTION 0 TABLE R 301 . 5 NOTES EC.i FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O EDGES.C. (ALL PANEL SECITRONb. I ED R802.4.1 FOR CONVENTIONAL CEILING JOISTS TO ATTIC SPACES MEETING THE SAND NTS IN T A B L E R 3 01 . 5 NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER rn S INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO impson Strong— Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-8d TO STUD CONNECTION NAILING SCHEDULE TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney F r a m i r g 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. C) 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR,TREADS SHALL BE DESIGNED FOR THE C)8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND r a * NOTES: SIMPSON STRONG TIEHDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 N 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATA,LOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. � CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 L FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE INSTALL THROUGH PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ®II L x ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE m ®I (TABLE 3.1, wcFM 20�5 Q 24" O.C. LOAD REQUIREMENT. ATTICS WITH STORAGE 20 ® HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 0 a (0 z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 40 ® 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 ++ PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 C 0 R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS 0 MET: •. EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND • 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITIONS The design of this structure is based upon prescriptive approach using the "'�• ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION )- SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC �, ,. NAILING SCHEDULE published by The American Forest and Paper Association. Non- Structural elements GENERAL NOTES: �a' MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. E 0 E� I V E 7 ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 D �. •a '" � RESISTING SUPPORTING 1. All works shall be performed In accordance with all State, NUMBER OF NAILS For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances -� - , '' "• t>� , P 9 9 _ c4 JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction "r `„�° "�; ` `"': ` ca � COMMON NAILS 1 - FLooR All non engineered lumber to be Douglas Fir 2 or better 1 C. .=t c.. LATERAL AND SHEAR LOADS 2 - FLOORS 5/8' ANCHOR BOLTS 48 g• g # practice. r p' Q 4-8d PER RAFTER STUD Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply, RAFTER TO TOP PLATE TOE-NAILED / 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2B +• •� � � 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.213). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify allconditions at the site. Any GSouftmTown �� �{ � CO� 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect ,, CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and Sanitation-Section R306 equipment incorporated in the work will be new, and that all work 0_ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. I- Garages BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o_ WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety _ Means of egress-Section R311 precautions and programs in connection with the work, and he fr_ TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED Architect shall not be responsible for the acts or omission by U)4- 6d JOINTS - EACH SIDE Stairway-Section R311.7 Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Guards-Section R312 Smoke Alarms-Section R314 HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES t of the Architect. Carbon Monoxide Alarms - R315 5.consent contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED t ti Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn Insulation-Section R316 less than 5illi d t 3-16d PER 2X6 STUD (0Dwelling Unit Separation-Section R317 million an automobile liability and damage 4-16d PER 2X8 STUD Moisture Vapor Retarders-Section R318 coverage not less than # 2 million. The Architect shall be � N \ \ FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > Protection A 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Of \ \ FLOOR FRAMING Against Termites-Section R318 � rn Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: t ( N to be resented to the Owner at the completion of the b. /'1 12. Plumbing Installation to comply with Sate and Local codes 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. BLOCKING TO FLOOR JOIST TOE-NAILED 13. Do not scale drawings. Use figure dimensions only. W O 8" poured concrete foundation wall, 8'-0" high, 3000 # test 14. All work to conform to the rules and regulations of the New York � N ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 33 1/ test glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3 4"x11 7 8" Microlam Girder or 3 , 2"x11 7 8" Power Beam / / ( / / ) 15. The insulation protection as indicated on these plans exceeds W GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Z Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and j Q 8d 6" EDGE 6" FIELD p p y project for S GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 30 x30 x12 deep poured concrete column footings, 3000# test shall remain the ro ert of the Architect whether the 0 CONCRETE TO HAVE 5 TO 7� AIR-ENTRAINMENT which they made is executed or not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. 0 J _J STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD BProvide 3 ckfill hall ' st eel l place columns.dagainst the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0 Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: NOTE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. STRUCTURAL PANELS 1 x6 fascia, s USE (4)-8d NAILS AT EACH END Overhangs as noted. ( )- ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2' X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. lOd 6" EDGE 6" FIELD MTS 36, 16" O.C. BOLTS AT 16 ON CENTER GREATER THAN 1" 1/2" y2ek iyuoodrsheatin , see fastening schedule, USE (4)-8d NAILS AT EACH END / plywood g g Table plate 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers 1" GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB in wet areas Simpson Strong-Tie RAFTER TO STUD CONNECTION USE: At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(,) for bearing walls and RAFTER TO RIDGE To RAFTER CONNECTION USE: AT EACH CEILING JOIST SIMPSONSTRONG TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d x 1 1/2" 0W - Follow exterior corner framing detail figure R602.10.5 1 1/4, COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST To GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST » SIMPSON H-8 USE W/ONLY s =_ " percent slope), o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie Tie 4- 8D TO PLATE PLATE IN 7" MI PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), p g- 7 MINIMUM EMBEDMENT underla ent MTS12 ® EACH JOIST (EVERY STUD) STUD TO S ' U210 2X6 (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip '� ATTACH T of PORCH POST TO DECK USE: ) p. AT EACH DECK/PORCH JOIST ON OWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 ALIGN WITH JOIST BELOW .� SIMPSON hold in place. PORCH POST To GIRDER USE: PS720 %" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2" r� 7" MIN EMBEDMENT e e For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER , V CM(SEE FOUNDATION PLANS A-3.1 AND A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2) °.�' °' ' (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) CONNECTIONS °eA °.° s° '° ;° ' SIMSON STRONG - TIE Flashing (Section R905.2.8) O e • ' a° Chimneyand fires aces - Chapter 10 STU }� BEARING PLATE -- Q• '° °•c ,° CID 1 1�4„ COIL STRAP - 16» O.C. Energy E Pfficiency Chapter 11, see attached report o° c ° •° ;o '•a�,�l a�,' � ,° Mechanical - Chapter 12 DOUBLE 2X MIN. '° • • a USE 4-8D NAILS ® EACH STUD, General Mechanical System - Cha ter 13 FOR HEADER OR +� ° °`° .c°•9' ° •'° ° •' ° •'e ° '> Heaitn and cooling equipment - Cha ter 14 BEAM ^ e e s ed s ° 9 9P -° ° 4 C C d Exhaust Sustem - Chapter 15 r ^t :n. �•°• .,i�e.. ° ,° Duct System - Chapter 16 • "� z `1` • �' °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion iion Air - Cha ter 17 Simpson Strong-Tie Tie p 0, e A ° p P g- aa •''�a ° Plumbing anPo Vents - Chapter 18 AT EACH POST ~ • SEE PLAN SSP g o 1 3/4" IMU ,,° e•s SA; o Flood Zone - 301.2.4 .` c„ EDGE DISTANCE •4° a s° HEADER FLOOR TO FLOOR ° LSTA21 Simpson Strong-Tie = '_ •_ � U KING STUDS CS20 1X" COILED Y" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH CZ °° SIMPSON STRONG - TIE STUD L 1 1/4" COIL STRAP - SIMPSON STRONG-TIE H2A 2"MINIMUM CNW NUT COUPLER o 16„ O.C. USE 4-8D AT EACH ROOF SIDECOVER U 0 NAILS AT EACH STUD ° RAFTER USE 8-16D " ° MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK 0 SILL �� : :: ' DISTANCE* 12" MIN OVERLAP PER RT2.5� COMPONENT s: S o •e o • • SHEET STHD8 �. ' ::• :;: §;•• MIN EDGE NO. STUD TO ROOF RAFTER DISTANCE* PFLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TY ICAL STRAPPING FOR CONNECTIONS. AB AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS (� LAUREL, NY 11948 xss, ts,A LLl v-&ry+.+ TDWN OF SoUTHOLD � k2 `��P�Ro � SUFFOLK COUNTY, N. Y. �-O QU�� Gp \ 2� 1000-127 8 8 5 N� �R111 ILA � SCALE: 1=30' JANUARY 23, 2013 t COI � Vag �v s ta,� 0. i r � Volles 5i, Z o 0 4r' Sty E C E I V E 9 , ,•» Qza Fes' ,o o, LOB 40 �o A U G 1 6 2024 _ ; F/0 SoutholdTown BOardofTrustees �. A► / 0 > UMBERS REFER TO "MAP OF LAUREL PARK" y � � 0 t-0� 0��P FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 5, 1925 AS FILE NO. 212. FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103CO48; SEP;EMBER 25, 2009 9d o AA=32: SO. FT. ELEVATIONS REFERENCED TO N.A.V.D (UNLESS NOTED) TEST HOLE DATA X1 g TO 'nE UNES BY McDONALD GEOSCIENCE / am foniiliar with the STANDARDS FOR APPROVAL 0=TREE 1/3/13 AND CONSTRUCTION OF SUBSURFACE SEWAGE =MONUMENT a- 11.9' t+ S TY sAt� spa DISPOSALSYSTEMS FOR SINGLE FAMILY RES/DE7VGES ` =WE LLAND FLAG BROWN 3• and will abide by the conditions set forth therein and on the o permit t6 construct. j�O PALE BROWN LINE SMD sP Xr6 NO. 4961 ANY.iiLiTRA710N OR ADDI77ON T6 THIS SURVEY IS A V 0LA770, PE N C S R •C.El- 1.2' wA to-7 a OF SEcrio r 7209OF THE NEW ,ORKSTATE ®UCA7TON LA. (631} 765 502A�. (631} 765-1/y/ " EXCEPT AS PER SECTION 7209—SUBDIWSION• 2. ALL CERTIFICATIONS. P_O. BOX 09 1 WATER IN PALE SROWH FlHE SAtrD Co HEREON ARE VALID FOR 7H/S MAP AND COPIES THEREOF ONLY /F Q !� SAID MAP' OR COPIES BEAR 7HE /MPRESSED SEAL OF THE SURVEYOR 1230 7RA -LE S (�c5i v WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, ' 1 From: Barbara Laskin barbara@laskinmedia.com B / Subject: Print out Date: August 9,2024 at 2:56 PM To: Barbara Laskin barbara@unitonecom.com This email was Malware checked by UTM 9. http://www.sophos.com This email was Malware checked by UTM 9. http://www.sophos.com 44 /. _. ....:.....;-cam.., ,,, ,..,,.. 'o i %r / i MAN/ / / ;tr al i 77mr /i 10/1 No / , w y _ y///s✓J///,G/%�/�Gv'i/vi///iG�i�G// w�ii� '. a , ' !i From: Barbara Laskin barbara@laskinmedia.com Q / Subject: Print Date: August 9,2024 at 2:52 PM To: Barbara Laskin barbara@unitonecom.com This email was Malware checked by UTM 9. http://www.sophos.com Nall a i v , �eh � y r �r M� LL i v O/ c� � b t m i NO i p OP All X: 7 ��%///O/%//%�// / ,,, ncao i�,-,.✓; � ,.,.ice=,. ,.,.b... ,. ,„ ,,o,., .<,.,. ..�..,~;,. .�,�,..- J L This email was Malware checked by UTM 9. http://www.sophos.com OF °r 6 }� i 6 v �f � r o r j t _ sit aec r+o ns '"' �\� PP _4. ron we i+o. oa�tt ro O� ew 21 2.1 ' (3; ».0 zS�RI . asv.a '•4 •. a - % ! ate'`° ° r ®%r,.� �l�. a•,r O e von Pci.w. - + ` c 40 �t2s0i.acHO .. t Z c .M COUNTY OF SUFFOLK© aoricE v f y ,a,M, ,wo E u o [ ��—__,c, ....b�,.n__,__ ` .._ _ - ....... •, L2 I k'r p r,s r 1Kency yy . "�zFNc .rw souanaD 127 -- -- � wr .w w OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 1 Southold, NY 1 971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN SCTM# 1000-127-8-8.5 BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN requests a Wetland Permit to construct a ±4'6" x ±11' addition onto the southerly side of the existing permitted one-story dwelling. Located: 480 North Oakwood Road, Laurel. SCTM# 1000-127-8-8.5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP. 1. The structure is as-built constructed without board review. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney �guFFot�' Carol Brown,Chairperson y - Town Hall,53095Main Rd. Lauren Standish,Secretary 00- P.O.Box 1179 • 'F Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., November 6, 2024 the following recommendation was made: Moved by Nancy May, seconded by Carol Brown, it was RESOLVED to SUPPORT the application of BARBARA LASKIN REVOCABLE TRUST C/O BARBARA LASKIN for a small expansion of the living room onto deck. Located: 480 North Oakwood Road, Laurel. SCTM#127-8-8.5 Inspected by: Carol Brown, Nancy May Vote of Council: Ayes: All Motion Carried .,Glenn Goldsmith, President +���� ��� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President r P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 OVUM, � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use OLy _.. Coastal Erosion Permit Applicationq' Wetland Permit Application t°w1 Administrative Permit (,- Amendment/Transfer/Extension Received Application: Received Fee: $ buU01("""'"v° Bmrd of Trrrustees I (1 Completed Application: - Incomplete: _SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: NO 3 q Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: I DIAwd- Resolution: I 1 N� _a 3• Owner(s) Legal Name of Property (as shown on Deed): a Mailing Address: Phone Number: Suffolk County Tax Map Number: 1000 - 42 17— ,� Property Location: ( (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable): Mailing Address: Phone Number: Email: �/' �IdS- 0_))71/,)-4 /0/011101r foard of Trustees Applica:= n Y GENERAL DATA Land Area(in squares feet): —/ 1r 17 Area Zoning: Previous use of property: Intended use of property: Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. /' Will this project require a Building Permit as per Town Code? ✓ Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes 1/ No If"Yes", please provide copy of decision. Will this project require y demolition as per Town Code or as determined by the Building Dept.? Yes 7No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date -77 a263 rI o? da3 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? 1,�No Yes If yes, provide explanation: Project Description (use attachments if necessary): 3oard of Trustees Applica' n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Area of wetlands on lot: square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: �_feet Does the project involve excavation or filling? —. No Yes If yes, how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: / Mcl Manner in which material will be removed or deposited: Statement.of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): / 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 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 I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information i Name of Action or Project: Project Location(describe,and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephones: /�� E-Mail: Address: e�2'f_ City/PO: State: Zip Code: /Y /I/ 1/ QV 7,,f— 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? X. —1 If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,listtaa ency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? a acres b.Total acreage to be physically disturbed? __0 —acres c.Total acreage(project site and any contiguous properties)owned /7 or controlled by the applicant or project sponsor? /�3 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ,(Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 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? ❑ LIN 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO IYES If Yes,identify: X El 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: �� ❑ pp,13J 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 0" (r ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: I _ ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? Z ❑ 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? ^� ❑ 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 ❑Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES 1f Yes, ❑ ❑ a.Will storm water discharges flow to adjacent properties? �NO YES b.Will storm water discharges be directed to established conveyance systems run and storm drains)? If Yes,briefly describe: rMNO AYES 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: X ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: >r I I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE �/ Applicant/sponsor n /�� /tom Date: / 11 7J 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?" 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)? „I 5. Will the proposed action result in an adverse change in the existing level of traffic or �y ❑ 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 reasonably available energy 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, F;Z_ ' ❑ architectural or aesthetic resources? L__N 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, F J ❑ 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 yam(` ❑ problems? �f 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. EICheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 ,3oard of Trustees Applica �_, ,n AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES- AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS l0yti DAY OF 7/14 20 7-Y JOHN COLLINS j NOTARY PUBLIC,STATE OF NEW YORK Registration No.01.006437686 Notary Public Qualified in New Yor C my My Commission Expires: © 6 ,oa APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The puipose 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 necessarxto avoid same. YOUR NAME: elk) lk) (Last name,first name,piddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate.the.other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ><. Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,njarriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES _ NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person'employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP r Submitted this / day of 1�114 Signature Print Name / Form TS 1 s Glenn Goldsmith,President Of$11FF0(,� 0 .00 Town Hall Annex A.Nicholas Krupski,Vice President �� G�<< 54375 Route 25 Eric Sepenoski z P.O.Box 1179 Liz Gillooly �O • Southold,NY 11971 Elizabeth Peeples 4ijr�l Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https:Hsoutholdtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. NOTICE OF HEARING 0 NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a ±4'6" x ±11" addition onto the southerly side of the existing permitted one-story dwelling. Located: 480 North Oakwood Road, Laurel. SCTM# 1000-127-8-8.5 TIME & DATE OF PUBLIC HEARING: Wednesday, March 19, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a ±4'6" x ±11" addition onto the southerly side of the existing permitted one-story dwelling. Located: 480 North Oakwood Road, Laurel. SCTM# 1000-127-8-8.5 TIME & DATE OF PUBLIC HEARING: Wednesday, January 15, 2025 ®- at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 , NOTICE - OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a ±4'6" x ±11" addition onto the southerly side of the existing permitted one-story dwelling. Located: 480 North Oakwood Road, Laurel. SCTM# 1000-127-8-8.5 TIME & DATE OF PUBLIC HEARING: Wednesday, November 13, 2024 — r at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# ld b D - la 7 PROJECT NAME The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval, license,certification: Nature a nt of action: a// d-)111t, 1 u Location of action: GI O y Site acreage: 2z Present land use: 4 f 4&27 X� Present zoning classification: 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: (b) Mailing address: X/V /Vy loo7-r- (c) Telephone number: Area Code (d) Application number,if any: N Will the action be directly undertaken,/require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No JNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 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 .&Kot Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No XNot 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 ❑ Yes ❑ No •N 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. ❑ ❑ k 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 WNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No �^1 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. n ❑ Ye 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 D6ot 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 additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No,®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 2eNot Applicable PREPARED BY TITLE DATE