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TR-10227A
Glenn Goldsmith,President ®F S0 Town Hall Annex ®� ®� A.Nicholas Krupski,Vice President ® 54375 Route 25P.O. Box 1179 Eric Sepenoski J�ii Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples a® Fax(631) 765-6641 C®UNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2097C Date: October 19, 2023 THIS CERTIFIES that the existing 12'x12' deck with stairs; At 2980 Ole Jule Lane,Mattituck Suffolk County Tax Map#1000-122-4-17 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 16, 2022 pursuant to which Trustees Administrative Permit#10227A Dated October 19, 2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for existing 12'x12' deck with stairs.. The certificate is issued to Matthew&Erin Cunningham owner of the aforesaid property. 414WW"A 4' e Authorized Signature Glenn Goldsmith, President �yTr so Town Hall Annex A. Nicholas Krupski,Vice President ,`� � 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly ell, Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: IQAq/23 INSPECTED BY: G' Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection COMMENTS: CERTIFICATE OF COMPLIANCE: ' K Glenn Goldsmith,President ��F s®�� Town Hall Annex A.Nicholas Krupski,Vice President ,�®� ®�® 54375 Route 25 P.O. BOX 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 �'4UNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/Z constructed When project complete, call for compliance inspection; Glenn Goldsmith, President �p``�®v so ®� Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �® ® �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10227A Date of Receipt of Application: September 16, 2022 Applicant: Matthew & Erin Cunningham SCTM#: 1000-122-4-17 Project Location: 2980 Ole Jule Lane, Mattituck Date of ResolutionlIssuance: October 19, 2022 Date of Expiration: October 19, 2024 Reviewed by: Glenn Goldsmith, President Project Description: As-built 12'x12' deck with stairs; and 12'x10' shed. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Michael A. Macrina, RA, dated July 7, 2022, and stamped approved on October 19, 2022. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glen�nkG—ol d s ith, President Board of Trustees j- Glenn Goldsmith,President �o��sUf ` =OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • ��� 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: 16/16,1,92 Completed infield by: Michael Macrina Architect, P.C., on behalf of MATTHEW & ERIN CUNNINGHAM requests an Administrative Permit for the as-built 12'x12' deck with,stairs; and 12'x10' shed. Located: 2980 Ole Jule Lane, Mattituck. SCTM#: 1000-122-4-17 Typ of area to be impacted: 7Saltwater Wetland Freshwater Wetland Sound -/Bay Part of Town Code proposed work falls under: -,-/Chapt.275 Chapt. 111 other Typof 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.: S�S'o,��i�� kotwas�l Present Were: J G. Goldsmith N. Krupski E. Sepenoski L..Gillooly E. Peeples SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. DescriptionNOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, • 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ' ` A-1 Code Data PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER . 2020 RESIDENTIAL CODE OF NYS FOR t �` s.- CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total Building Data (In accordance with Titla 19 NYCRR PART 1265) GRAVITY & LATERAL DESIGN Scope of Work TO: Town of Southold (braced wall method) Cellar Level(finished) �• APPENDIX J OF THE 2020 RCNYS Lot Description n KA i First Floor Level 1,353sq.ft. 1,353sq.ft. c,-%- h -a 1 OWNER OF PROPERTY: Matthew&Erin Cunningham (sect. AJ4 and AJ5) Vicinity Map SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): • TOWN OF SOUTHOLD ZONING CODE Second Floor Level 948 sq.ft. 176 sq.ft. 1,124 sq.ft. 2980 Ole Jule Lane, Mattituck,NY 11952 ►- _J r za Zoning Analysis i SCTM#1000-122-4-17 USE: Single Family Detached Residential Q Attic Level rCre CONSTRUCTION: Wood Frame un-s rinklered o A h Ct Deck Plans PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ( p � LL Total 2,301 sq.ft. 176 sq.ft. 2,477 sq.ft. ecans A-2 ❑ New Residential Structure ENERGY CODE COMPLIANCE METHOD - L21 MainStreet Stony Brook NY 11790 Deck Elevations El Addition to Existing Residential Structure � Garage 0 386 sq.ft. 386 sq.ft. hone. 631 686-6585 Deck Section El Rehabilitation to Existing Residential Structure p fax. 631 686-6786 General Notes TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECTemail. MMacrina@MMArchitectAIA.com PROPERTY REFERENCE ABOVE WILL UTILIZE web. MMArchitectAIA.com (check each applicable line): /� These plans are an instrument of service and are ❑ Truss Type Construction(TT) N H the exclusive property of the architect. Infringements of the concepts and design ideas ❑ Pre-Engineered Wood Construction(PW) AREA DIAGRAM / CLASSIFICATION presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: ❑ Timber Construction(TC) Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): the expressed written consent of the architect. ❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) Climatic & Geographic Design Criteria : Table R301.2(1) Drawing Status ❑ Floor Framing and Roof Framing(FR) j Ground Snow Load: 20 psf N Speed: 130 mph ultimate wind speed(actual 128 mph) SIGNATURE: DATE: (6 PRINT NAME: rn Topographic Effects: No Category: N CAPACITY(Check One): E] Owner E] Owners Representative a Wind Exposure o P 9 ry: B U Prioi' rill Seismic Design Category: B 6" DIAMETER Special Wind Region No Wind Borne Debris Zone Yes E a Weathering: Severe Existing Shed cu REFLECTIVE RED REFLECTIVE WHITE E Frost Line Depth: 36 inches To be Legalized Existing Deck PANTONE#187 -a To be Legalized 1 2 Termite: Moderate to Heavy 6 Dates a) n 717/22 Issued to Building Department � Existing Winter Design Temperature 11° F Deck i Ice Barrier Underlayment Required Valley's&Eave Perimeter N Flood Hazards N/A J Air Freezing Index 618 O Mean Annual Temp. 52.1' F _ +, Existing i Existing H Component and Cladding Loads: Table R301.2(2) Garage I Living Space co ZONE 4 18.2 -19.0 E 1 C) 1/211 ch The construction type STROKE ZONE 5 18.2 -24.0 1 designation shall be -- N ZONE 1 16.7 -18.0 "u",^ur',"IV'or'1/ No. Date Description to indicate the construction -o oM ZONE 2 16.7 -21.0 classification of the �, ----- structure under DESIGNATION FOR STRUCTURAL CIDZONE 3 16.7 -21.0 Project section 602 of the BCNYS COMPONENTS THAT ARE OF .- TRUSS TYPE CONSTRUCTION 4 ^ ZONE 1 10.5 -16.0 Existing o Landing o Legalize ch "F" ZONE 2 10.5 -29.0 FLOOR CONSTRUCTION,INCLUDING � N � e w GIRDERS AND BEAMS LH ZONE 10.5 -43.0 Prior Built ROOF FRAMING J I�r `r ZONE 1 10.0 -18.0 Deck FLOOR AND ROOF FRAMING STANDARDS AND CODES .2 M ZONE 2 10.0 -30.0 N_ e'- o ZONE 3 1 10.0 -46.0 N For all re f ' You Dig Zone Diagrams : aa) r. r. J Electric Power Limes 2 2 0 0 Matthew Gas,Oil,at Steam s s U_ Communic-Mon Lines,CATV 5 s z 4' rk 5 -p .. Potable Water 2 2 0 & Erin Reclaimed Water, Irrigation,Slurry 5 4 3 4 5 4 3 3 4 N Sewers and Drain Lines Gable s s 5 5 0 C u n n I n a h am. Knowwhat's below. Interior g Call before you dig. ® Temporary Survey Markings Wall ✓ / ` ® Zone Zo Proposed Excavation zone Pe a eter / 2980 Ole Jule Lane Mattituck, NY 11952 VICINITY MAP MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 USE LIVE LOAD DEAD LOAD Jurisdiction - Exterior Balconies and decks 40 psf 10 psf SCOPE OF WORK Town of Southold Fire Escapes 40 psf 10 psf Suffolk County Passenger Vehicle Garages 50 psf as per plan Legalize existing prior built deck Unhabitable ATTICS without Storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: Habitable ATTICS and ATTICS % G ,r.: < M.A.M. FLED 30 psf 15 psf i r'et ..I it �" Y served with fixed stairs I�P ROOMS other than sleeping rooms 40 psf 15 psf F 'UE TEES Checked B /� �O L� C I �� y. 4u ,6 r;,, 9:., I`J CJI= �®UTf-I M.A.M. _7 Sleeping Rooms 30 psf 15 psf TOW ®�® * It �_ONING ANALYSIS LOT DESCRIPTIONDATE G._ Stairs 40 psf 10 psf OC 1 R �Z7i Job No. `S'4 0312$ y0� `- Guards and Handrails 200 psf lateral - 2101 OF to Zone: R-40 Lot Coverage Calculations LOT# N/A r2960Ole Jule Ln,jMattituck,NY 11952 Guard in-fill components 50 psf ,,, r - - / '�L Sheet Title Lot Area = 14,984 s.f. .343 acres max. allowed lot coverage = ------1 `✓ ( ) lot area x 20°/a SUBDIVISION MAP OF ROOFS 30 psf 15 psf Min. Required =40,000 s.f. o Described Property ALLOWABLE DEFLECTION : Table R301.7 Yards: 14,984 s.f. x 20% p rtY _ Cover Sheet = V E-0 Required: 2'996.8 s.f. Structural Member Allowable Deflection C E i Front=50 ft > SECTION / BLOCK/ LOT : 1000-122-04-17 r[ SEP Site Plan 2,996.8 s.f. 2,476 s.f. (conforms) Rafters having slopes greater than 3/12 with no L/180 Side= 15 ft(ruin.) allowed existing ( ) t,,, ;,,I,Mir,,,,;t�`, finished ceiling attached to rafters. # 6 2022 - Project Data Side=35 ft(total) (no change in LOT AREA = 14,984 .343 acres Rear=50 ft house footprint) Interior Walls and Partitions H/180 ZONING DISTRICT: R-40 Floors and Plastered ceilings L/360 Southold Town Building Heid above average elevation RriardofTrustees maximum allowed=35 ft of existing natural grade All other Structural Members L/240 proposed=2:3.5 ft. along street side of home Exterior Walls with plaster or stucco finish H/360 Sheet Number : M nitu^k ° Exterior Walls - wind loads with brittle finishes H/240 Exterior Walls - wind loads° with flexible finishes H/120 Lintels Supporting Masonry Veneer Walls L/600 tt. Note L=S on Length, H=S an Height Go-:rle .. : P 9 P 9 GENERAL CONDITIONS ROUGH CARPENTRY 1. All work shall conform to the codes listed on the cover sheet. 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. Note All codes shall supersede the drawings and shall be incorporated into the drawings,whether they are indicated on the plans or not. 2. All structural dimensional lumber to be doug fir#2 or better with a These Drawings Are for The Sole ` minimum Fb=850 and E= 1.4x106. No SPF lumber may be used g Purpose of illustrating The Existing :} G 2. Contractor shall check and verify all dimensions, notes and conditions except for sills, plates and blocking. Southern Yellow Pine may be p g 9 at the site before any construction wort;is started.The Contractor shall used as a substitution for doug fir. Deck to be Legalized �. notify the Architect of any discrepancies or conflicts in the drawings and/or field conditions before starting the work.The discovery of 3. All exterior lumber to be preservative treated discrepancies after beginning the work shall be the full responsibility of the Contractor to correct. 4. All lumber that is in contact with masonry/concrete is to be p preservative treated. �i 3. Contractor shall report any discrepancies in plans and details to the Owner and/or Architect at once. Demolition or excavation may reveal 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and A conditions other than those assumed on the construction drawings. a minimum E= 1.9x106. A-2 C �' It is the responsibility of the contractor to notify the Architect and/or Owner immediately if the occurs. 6. SHEATHING/SUBFLOORPIlllilirch ' "�" Ct • Each plywood sheet shall bear the'APA'trademark stamp. 4. Contractor shall locate&stake out all existing underground utilities •All plywood end joints shall be staggered and butt along the t12'-0" prior to any excavation.Any utilities shown on the plans are an center lines of framing members. approximate location only and shall be verified by the Contractor. • Nails shall be placed 3/8"minimum from the edge of the sheets. 21 Main Street Stony Brook NY 11790 The minimum nail penetration into framing members shall be 5. Contractor shall be responsible for scheduling all required inspections 1-1/2"for 8d nails and 1-3/8"for 10d nails. hone. 631 686-6585 with the authorities having jurisdiction. i I existing concrete pier fax. 631 686-6786 SUBFLOOR: 3/4"rated plywood(48/24) i , 6. Contractor shall be responsible for obtaining all required paperwork to be glued&nailed to each joist - - email. MMacrina@MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. I web. MMArchitectAlA.com The Contractor shall obtain and deliver to the Owner the certificate of EXTERIOR WALL SHEATHING: 1/2"exterior grade plywood i These plans are an instrument of service and are occupancy and/or certificate of compliance. to be fastened to the studs as i existing P.T.girder the exclusive property of the architect. per the nailing schedule and Infringements of the concepts and design ideas 7. Do not scale drawings.Written dimensions shall take precedence the braced wall plan - - - I I presented on these drawings shall p prosecuted to the fullest extent of the law. Copyright 2022: over scale. o I " Prior-Built I Michael Macrina Architect, pc. All rights reserved, ROOF SHEATHING: 1/2"exterior grade plywood I I ~ o I no part of the plans may be reproduced without 8. Any deviation from the Architect's drawings must be discussed with to be fastened to the rafters as = N i rn o Deck i the expressed written consent of the architect. the Architect for approval. per the nailing schedule '�' I m existing deck _ i .X to be legalized 9. Contractor shall be responsible for adequately bracing and protecting 7. All framed openings in floors, roofs and ceilings shall have a minimum i °' i Drawing Status all work during construction against damage, breakage, collapse, of a double header and trimmer unless noted otherwise on the plans. _ >4/ y distortion and misalignment accordingto applicable codes,standards - ; and good practice. 8. All framing to be set plumb, level and accurately cut. �, •o tip?4', v - 9 P > � 10. All work shall be performed in a first class manner with all new materials. 9. All Joists and beams set flush with another beam shall be connected I i The Contractor shall provide all equipment, tabor and materials with a metal joist hanger designed to match the size of the joist/beam prior built deck �-----------------------_------____----------------------------- -t-------�-- i necessary for the proper execution and timely completion of the work. unless specified otherwise on plans. I ___________,___________! The Contractor shall be responsible for all materials and equipment i i ■�• stored at the job site. 10. Install double floor joists under all parallel walls above unless noted I I Prior BuilL otherwise on plans. Prior Built Deck Rear Elevation 11. The Contractor shall have the building department approved plans and i any other approved plans and permits;on the job site throughout the 11. All joist hangers and fasteners that are in contact preservative treated _ I I entire project. lumber or exposed to the exterior shall be hot-dipped galvanized or /4•• - O• I stainless steel. I 12. All Contractors and Subcontractors shall be licensed and insured. i A 12. All shims under cellar/crawls ace girders are to be steel shims. I 13. The Architect is not responsible for construction means, methods, P g i Existing A 2 techniques, sequences, procedures or for the safety precautions and 13. Wrap all wood girders that sit in a concrete or masonry beam pocket ; Deck I programs in connection with this project. with soft flashing to prevent direct contact with the concrete/masonry. C.O.#Z-21109 i Dates I 14. Contractor to follow all manufacturer's specifications, recommendations 14. No structural members shall be altered, omitted, notched, cut or and installation details on all products used in this project. Contractor relocated without prior approval by the Architect. i i 7/7/22 Issued to Building Department shall notify the Architect of any conflict between the plans and I i manufacturer's specifications, recommendations and installation 15. When using dimensional lumber,there shall be not less than one line details prior to installation of any products used in this project. of bridging at every 8 feet of span in floor, attic and flat roof framing. I i Contractor shall be responsible for correction of any work that prevents The bridging shall consist of not less than 1"x3"lumber set diagonally I the correct installation of a specified product noted on the plans. in each direction and double nailed at each end or equivalent pre-fab metal bracing. 15. The Contractor shall keep the job site clean, safe and free of debris. 16. Provide continuous blocking under all posts down to the foundation, 16. These drawings are the property of they Architect and shall no be used beam and/or column with similar post material as specified on plans. without his consent. Drawings shall not be used for issuing of a building permit unless signed and sealed by Michael Macrina Architect,pc 17. Joists and rafters shall be limited to cuts and bored holes no deeper Existing than 1/6 the depth of the member and shall not be located in the middle 1/3 of the span. Notch depths of the ends at the member shall not exceed Crawl Space SITE WORK / EXCAVATION 1/4 the depth of the member. Holes bored into the joist shall not be closer than 2"to the top or bottom of the joist, and the diameter of the hole shall 1. Contractor shall locate&stake out all existing underground utilities not exceed 1/3 the depth of the joist.There shall be no notches on the prior to any excavation.Any utilities shown on the plans are an bottom side of the joists, beams and rafters. approximate location only and shall be verified by the Contractor. No. Date Description Excavation shall not commence until utility mark-out is completed. 19. BUILT-UP BEAMS Project 2. Excavate all areas as indicated in the drawings.All excavations shall 1. Built-up beams or joists formed by a multiple of 2"x dimensional Prior Built Deck Framing Plan be the minimum depths rerquired achieving clean undisturbed virgin EU0 I soil with stable moisture content and non-shifting and non-shrinking lumber members shall be interconnected as follows: soil characteristics.The Contractor shall be responsible for notification a. Members 12"and less in height: 1/4•• = 1 •-O•• A Legalize of poor soil characteristics to the Architect and shall not proceed with Glue and nail with 2 rows of 16d nails at 12"oc staggered. the work until receiving instructions from the Architect. plan north A-2 Prior Built b. Members greater than 9-1/4"in height or multiple 3"x members: 3. The Architect has prepared the drawing and speifications with an Through bolt with 1/2"diameter machine bolts at 24"oc assumed bearing capacity of 2,000 pounds per sq.ft. and an assumed staggered top&bottom, 1-1/2"from edges. Deck soil characteristic of sand, silty sand, clayey sand, silty gravel and step clayey gravel(SW,SP,SM,SC, GM and GC)unless a soil test analysis 2. Built-up beams or joists formed by a mutiple of engineered lumber has been performed as per table R401.4.1 of the 2020 RCNYS. members are to follow manufacturer specifications unless noted - - - - - step For on plans. _ 4. All excavations for concrete piers and footings shall be a minimum of step - 3 feet below finished grade unless noted otherwise on the plans. 20. BOLTS IN WOOD FRAMING: --_ down :. w - 4R----------------- 1. All bolts in wood framing shall be standard machine bolts with ; . � grade to be raised around ' 5. All backfill shall be clean granular fill. ;� __ _ F P P Matthew standard washers. `'4 = perimeter of bottom step to 1x6' PVC decking 6. No backfill shall be permitted against concrete or masonry foundation < < ,�, create a level surface --- - -------- walls without floor framing or proper bracing as required to prevent 2• Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. f12'-0„damage to foundation walls. No backfill shall be permitted within a °' °' °' & Erin minimum of two weeks after pouring. The Contractor shall be 3. For sill plate anchors, see details on plans. _ a a a responsible for an damage to concrete or mason wall. prior built deck °' °' - -- -- P Y 9 masonry Lag Bolts: P o .__--___Prior-BUIlt_______- Cunninqharn a. All lag bolts where specified on plans shall be of structural grade steel. -' -- ---- - - - -__7. All grading to drain surface storm water away from foundation walls __ Deck 4Rdown - - - _ ata minimum rate of5%slope. Prior Built Deck RI ht ElevatlOn _ 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. b. Washers on wood. Length placed undefr the head of the lag ebolts shall be a minimum 2/3 depth of bearing g --to be legalized---_ 11„ 11" 11" 2980 Ole Jule Lane 9 9 P members being bolted together. 144" = 1 . -- ------ - - MattltUCk, NY 11952 9. Contractor to excavate all stepped footings as per plans and details. - - c. All bolts that in contact with preservative treated lumber or exposed ---- ------ - - to the exterior are to be hot-dipped galvanized or stainless steel. -- - existingJurisdiction deck ---- - finished grade existing down �� Town of Southold CONCRETE (elevation varies) floor joists 1. Foundation walls are to be a minimum of 3,000 psi, unless noted , 7-1/2" otherwise on plans. �� Suffolk County 2. All concrete work shall comply with the requirements of the American Concrete Institute(ACI)and the 2020 RCNYS. 2'-0„ existing 2,-0„ A Drawn B low beam Y 3. All concrete shall be air-entrained.Total air content(percent by volume cant. N cant. A-2 of concrete)shall not be less thasn 5%or more than 7%. ;41i M.A.M. � � �� Existing r T r i Checked B ,:::,.. Y 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be ,!�; �,f,,v;, i--existing Deck ^ 2`• -� a minimum of 3,500 psi. ;f �. M r - M pier M.A.M. w CO #221109 _ 5. The nominal maximum size of coarse aggregate shall not exceed - Job No one-fifth the narrowest distance between forms or three-fourths the O '.r', '. clear spacing between reinforcing bar_!or between as bar and the side - w /' Section T h ro u h Deck c k 2101 ,F F N E� of the form. fJ j i 'f; .: g !, 6. Forms shall be made of wood, steel,aluminum, plastic, a composite of AI 1/2" = 1 •-O" Sheet Title P ,. I cement and foam insulation, or other;approved material suitable for supporting and containing concrete. Forms shall provide sufficient .,e:'' �' s j '_ _ I o 01 Miscellaneous strength to contain concrete during theconcrete placement operation. �,_� �_ Form ties shall be steel, solid plastic,foam plastic, or other suitable material capable of resistingthe forces created b fluid pressure of f v fresh) poured concrete. P . .. -- `" w; w s ,. . - ._- �. -; ,, I l�! --------------- -----------'----------'--- c Drawings Lb 7. Do not pour in temperatures less than 40 degree weather, nor when SEP 7 6 2022 General freezing conditions are expected in less than 24 hours. i I Notes 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or approved equal unless a different product is specified in the plans. Southold Town _., from BaanibfTrustees foundation waterproofing s si:em is to be installed Exterior _.e E r d line. 4' ti h finished grade - u to _ m f footing continuously - botto o Shee P 9 t Number 9 - .A 71 9. All footings are to be reinforced with rebar as per details in the plans. 10. Contractor shall provide and install all cast in place anchor bolts, hold Prior Built Deck Photograph Prior Built Deck Plan down straps, basement sashes, crawls ace vents, etc. as per plans. P . P 144" = 1 •-O•• photo taken 2/25/21 1/4" = .1 ._0.1 plan north GENERAL CONDITIONS ROUGH CARPENTRY 1. All work shall conform to the codes listed on the cover sheet. 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. All codes shall supersede the drawings and shall be incorporated into the drawings,whether they are indicated on the plans or not. 2. All structural dimensional lumber to be doug fir#2 or better with a -= minimum Fb=850 and E= 1.4x106. No SPF lumber may be used A a... � 2. Contractor shall check and verify all dimensions, notes and conditions except for sills, plates and blocking. Southern Yellow Pine may be ,4 at the site before any construction work is started.The Contractor shall used as a substitution for doug fir. install auger anchor by Arrow Kit (#AK4) notify the Architect of any discrepancies or conflicts in the drawings or equal one at each corner to withstand and/or field conditions before starting the work.The discovery of 3. All exterior lumber to be preservative treated a min. of 800 pounds per anchor (4) total discrepancies after beginning the work shall be the full responsibility • of the Contractor to correct. 4. All lumber that is in contact with masonry/concrete is to be preservative treated. 3. Contractor shall report any discrepancies in plans and details to the M i "a ED� I Owner and/or Architect at once. Demolition or excavation may reveal 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and 4" 11'-4" 4" -ai n .-a conditions other than those assumed on the construction drawings. a minimum E= 1.9x106. 1/2" Plywood Gusset C It is the responsibility of the contractor to notify the Architect and/or Each Side of Rafters Owner immediately if the occurs. 6. SHEATHING/SUBFLOOR o „ 2\�� i• Each plywood sheet shall bear the'APA'trademark stamp. I I 2x4 R.R. 16"oc to ct 4. Contractor shall locate&stake out all existing underground utilities • All plywood end joints shall be staggered and butt along the 120 sq. ft 5" prior to any excavation.Any utilities shown on the plans are an center lines of framing members. 0.H. approximate location only and shall be verified by the Contractor. • Nails shall be placed 3/8"minimum from the edge of the sheets. 21 Main Street Stony Brook NY 11790 The minimum nail penetration into framing members shall be 5. Contractor shall be responsible for scheduling all required inspections 1-1/2"for 8d nails and 1-3/8"for 10d nails. phone. 631 686-658 with the authorities having Jurisdiction. (2)2"x4" Hdr. fax. 631 686-6785 _ _ 2'x4 Wall Studs � 16oc 5 SUBFLOOR: 3/4"rated plywood(48/24) _ Note 6. Contractor shall be responsible for obtaining all required paperwork to be glued&nailed to each joist `� .`,<., T-111 Exterior Sheathing email. MMacrina@MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 18"x30" 18"x30" web. MMArchitectAIA.com The Contractor shall obtain and deliver to the Owner the certificate of EXTERIOR WALL SHEATHING: 1/2"exterior grade plywood single hung single hung io 5/8" CDX Ply. Subfloor These Drawings Are for The Sole occupancy and/or certificate of compliance. to bthe ntened to the studs ailing schedule and " " 2'x4 Treated F.J. @ 16 oc ' These plans are an instrument the a chiservice and are per g Double 30"x70" " " Purpose of Legalizing The Exist'g the exclusive property of 7. Do not scale drawings. Written dimensions shall take precedence the braced wall plan Wood Door Infringements these the concepts and design ideas g p p Prior B u i I t Wood Shed. presented on these drawings shall be prosecuted over scale. " " " " to the fullest extent of the law. Copyright 2022: 1 -9 4-3 4-3 11-9" -9 Michael Macrina Architect, c. All rights reserved, ROOF SHEATHING: 1/2"exterior grade plywood P 9 8. Any deviation from the Architect's drawings must be discussed with to be fastened to the rafters as 12'-0" no part of the plans may be reproduced without 11111H 11111P 1111 lajj2� the expressed written consent of the architect. the Architect for approval. per the nailing schedule 4"x4" Treated Low Girders 9. Contractor shall be responsible for adequately bracing and protecting 7. All framed openings in floors, roofs and ceilings shall have a minimum 16"x8" c.m.u. Base all work during construction against damage, breakage, collapse, of a double header and trimmer unless noted otherwise on the plans. Drawing Status distortion and misalignment according to applicable codes, standards AA and good practice. 8. All framing to be set plumb, level and accurately cut. 10. All work shall be performed in a first class manner with all new materials. 9. All Joists and beams set flush with another beam shall be connected Shed Plan Section ,A' The Contractor shall provide all equipment, labor and materials with a metal joist hanger designed to match the size of the joist/beam necessary for the proper execution and timely completion of the work. unless specified otherwise on plans. The Contractor shall be responsible for all materials and equipment Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" stored at the job site. 10. Install double floor joists under all parallel walls above unless noted Prioi '�otherwise on plans. ., Uilt 11. The Contractor shall have the building department approved plans and any other approved plans and permits on the job site throughout the 11. All joist hangers and fasteners that are in contact preservative treated Asphalt Roof Shingles entire project. lumber or exposed to the exterior shall be hot-dipped galvanized or over 15# Building Felt stainless steel. over 1/2" CDX Plywood 12. All Contractors and Subcontractors shall be licensed and insured. Sheathing 8"x8" Gable Vent 12. All shims under cellar/crawl space girders are to be steel shims. Each Side 13. The Architect is not responsible for construction means, methods, - _ techniques, sequences, procedures or for the safety precautions and 13. Wrap all wood girders that sit in a concrete or masonry beam pocket = _� programs in connection with this project. with soft flashing to prevent direct contact with the concrete/masonry. Plywood Fascia 14. Contractor to follow all manufacturer's specifications, recommendations 14. No structural members shall be altered, omitted, notched, cut or Dates and installation details on all products used in this project. Contractor relocated without prior approval by the Architect. - �: FEI ILDI Vinyl Window Trim shall notify the Architect of any conflict between the plans and of _ ' ` 7/7/22 Issued to Building Department manufacturer's specifications, recommendations and installation 15. When using dimensional lumber,there shall be not less than one line 10 aEA Aluminum Windows T-111 Exterior details prior to installation of any products used in this project. of bridging at every 8 feet of span in floor,attic and flat roof framing. ii N Sheathing Contractor shall be responsible for correction of any work that prevents The bridging shall consist of not less than 1"x3"lumber set diagonally the correct installation of a specified product noted on the plans. in each direction and double nailed at each end or equivalent pre-fab Aluminum Corner metal bracing. Boards 15. The Contractor shall keep the job site clean, safe and free of debris. 16. Provide continuous blocking under all posts down to the foundation, - - _ _ 16. These drawings are the property of the Architect and shall no be used beam and/or column with similar post material as specified on plans. without his consent. Drawings shall not be used for issuing of a L�i L____J L-� I � I I building permit unless signed and sealed by Michael Macrina Architect, pc 17. Joists and rafters shall be limited to cuts and bored holes no deeper than 1/6 the depth of the member and shall not be located in the middle 1/3 of the span. Notch depths of the ends at the member shalt not exceed Rear Left Front Right SITE WORK / EXCAVATION 1/4 the depth of the member. Holes bored into the joist shall not be closer _ than 2"to the top or bottom of the joist,and the diameter of the hole shall Elevation East Elevation N Orth Elevation West Elevation tSouth 1. Contractor shall locate&stake out all existing underground utilities not exceed 1/3 the depth of the joist.There shall be no notches on the prior to any excavation.Any utilities shown on the plans are an bottom side of the joists, beams and rafters. approximate location only and shall be verified by the Contractor. Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" No. Date Description Excavation shall not commence until utility mark-out is completed. / / / Scale: 1/4 = 1 -0 19. BUILT-UP BEAMS 2. Excavate all areas as;indicated in the drawings.All excavations shall Project lumber members shall be interconnected as fol be the minimum depths rerquired achieving clean undisturbed virgin 1. Built-up beams or joists formed by a multiple of 2"x 2"x dimensional soil with stable moisture content and non-shifting and non-shrinking soil characteristics.The Contractor shall be responsible for notification a. Members Glue and nail il and less in height:with 2 rows of 16d nails at 12"oc staggered. Legalize of poor soil characteristics to the Architect and shall not proceed with the work until receiving instructions from the Architect. Prior II� b. Members greater than 9-1/4"in height or multiple 3"x members: 3. The Architect has prepared the drawing and speifications with an Through bolt with 1/2"diameter machine bolts at 24"oc assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed staggered top&bottom, 1-1/2"from edges. soil characteristic of sand, silty sand, clayey sand, silty gravel and Shed clayey gravel(SW, SP, SM, SC, GM and GC) unless a soil test analysis 2. Built-up beams or joists formed by a mutiple of engineered lumber has been performed as per table R401.4.1 of the 2020 RCNYS. members are to follow manufacturer specifications unless noted on plans. For 4. All excavations for concrete piers and footings shall be a minimum of 20. BOLTS IN WOOD FRAMING: r 3 feet below finished grade unless noted otherwise on the plans. 5. All backfill shall be clean granular fill. 1. All bolts in wood framing shall be standard machine bolts with 6. No backfill shall be permitted against concrete or masonry foundation standard washers. Matthew2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. walls without floor framing or proper bracing as required to prevent damage to foundation walls. No backfill shall be permitted within a & Erin minimum of two weeks after pouring.The Contractor shall be 3. For sill plate anchors, see details on plans. responsible for any damage to concrete or masonry wall. Lag Bolts: ■ 7. All grading to drain surface storm water away from foundation walls a. All lag bolts where specified on plans shall be of structural grade steel. u n n I n h a m at a minimum rate of 5%slope. b. Washers shall be placed undefr the head of the lag bolts bearing 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. on wood. Length of lag bolts shall be a minimum 2/3 depth of 2980 Ole Jule Lane members being bolted together. 9. Contractor to excavate all stepped footings as per plans and details. c. All bolts that in contact with preservative treated lumber or exposed Mattituck, NY 11952 to the exterior are to be hot-dipped galvanized or stainless steel. Jurisdiction CONCRETE Town of Southold 1. Foundation walls are to be a minimum of 3,000 psi, unless noted otherwise on plans. Suffolk County 2. All concrete work shall comply with the requirements of the American Concrete Institute(ACI)and the 2020 RCNYS. Drawn By: 3. All concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be less thasn 5%or more than 7%. M.A.M. A. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be Checked By: \•0��, a minimum of 3,500 psi. M.A.M. rs - vI 5. The nominal maximum size of coarse aggregate shall not exceed one-fifth the narrowest distance between forms or three-fourths the Job No. q . 3128_6=y0 clear spacing between reinforcing bars or between as bar and the side F OF NES of the form. 2101 6. Forms shall be made of wood, steel, aluminum, plastic, a composite of Sheet Title cement and foam insulation, or other approved material suitable for supporting and containing concrete. Forms shall provide sufficient strength to contain concrete during the concrete placement operation. Shed V h ed Drawings Form ties shall be steel, solid plastic,foam plastic, or other suitable material capable of resisting the forces created by fluid pressure of freshly poured concrete. Notes 7. Do not pour in temperatures less than 40 degree weather, nor when freezing conditions are expected in less than 24 hours. 8. Install 'Tuff-N-Dry'exterior foundation waterproofing system or D E C _I V E approved equal unless a different product is specified in the plans. r Exterior foundation waterproofing system is to be installed from I bottom of footing continuously up to the finished grade line. SEP 1 6 2022 Sheet Number 9. All footings are to be reinforced with rebar as per details in the plans. 11 Southold Town 10. 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Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY 11971 apQ Telephone: 631765-1938 olyCOU ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 7, 2022 Re: LWRP Coastal Consistency Review for MATTHEW & ERIN CUNNINGHAM SCTM# 1000-122-4-17 Michael Macrina Architect, P.C., on behalf of MATTHEW& ERIN CUNNINGHAM requests an Administrative Permit for the as-built 12'x12' deck with stairs; and 12'x10' shed. Located: 2980 Ole Jule Lane, Mattituck. SCTM#: 1000-122-4-17 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 proposal is INCONSISTENT with LWRP Policies and with the LWRP. The as-built structures were constructed without proper permits. 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 �• Glenn Goldsmith,PresidentTown Hall Annex ® SQ UQ 54375 Route 25 A.Nicholas Krupski,Vice President •`0 �D. P.O.Box 1179 Eric Sepenoski [ Southold,New York 11971 Liz Gillooly . Telephone(631) 765-1892 Elizabeth Peeples Fax�� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES 2 TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit �Amendment/Transfer/ExtensiAn {eceived Application: ��lfo•2y Received Fee: $ Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: oordination:(date sent): ti= CLWRP Consistency Assessment Form Sent:_ E I V E- ]DF— AC Referral Sent: Date of Inspection: SEP 1 6 2022 Receipt of CAC Report: echnical Review: Public Hearing Held: j to, southoldTown Resolution: Board of Trustees Owner(s)Legal Name of Property (as shown on Deed): Y i n Q nd 1f la+f few CannlnCI� ha1'1�1 Mailing Address: OOc -�U(c wne, mad i lwm ivV /igs2 Phone Number: — 30 1— 0-FiS Suffolk County Tax Map Number: 1000 - �-Z _ LA Property Location: 01"e -10 tr La 1C, mGl"I''f'I�, (\1y f 195- (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): 0(01aO kwyict iArciq I-leC77F R L Mailing Address: 7 I MCJ 6'1 SR—C . SJM�4 2 r©01C MV 111 q 0 Phone Number: k2 ( PW .Q7K Email: MaQl(l G'c 11�(b" �►c1Y (}��. �(,1'�"1 Board of Trustees Application GENERAL DATA Land Area(in square feet): i Sol +V Area Zoning: R! Previous use of property: Rni cicn-h aj Intended use of property: P-e-clen41 Cd. Covenants and Restrictions on property? Yes V/ 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 V/ No If"Yes",please provide copy of decision. Will this project require ny demolition as per Town Code or as determined by the Building Dept.? Yes 7 No Does the structure(s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. / Has any permit/approval ever been revoked or suspended by a governmental agency? -✓ No Yes If yes, provide explanation: ► ` �� Project Description(use attachments if necessary): ICg0Jl2-e fyis-Ving rkck l b-4 V6 e �ak2,4 kz �� - � Board of Trustees Applica=.on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: 1-2� s o lot: o s Area of wetland n quare 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? V No Yes If yes, how much material will be excavated? b 1Pt cubic yards How much material will be filled? �J cubic yards Depth of which material will be removed or deposited: N feet Proposed slope throughout the area of operations:. 1� Manner in which material will be removed or deposited: �J 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): r Short Environmental Assessment Form Part Y -Prgjeect Iitfor'mtion Instructions f®F Cainplekin� f art i=f'roicct I�forWati9P, The applicant or pr9,jeet gponsor is respons449 for#lw gopwpledon of Part 1, Respows become part of the @ppiicadon for approval or funding,are aubject to public review,and may be subject to further-verific ation, complete Part 1 rased on infort_nstion ciuxfvmtly avaija_bJe. Hadditional research or investigation would'be needed to y reapoad t9 my item,please answer as thoroug_hly as possible based on current Wormation. Complete all itemw-in Part 1•You may also provide any additional Infounationi wliieh you believe will be needed by or useM to the lead agency,attach addition-at pages as necessary to supplement any item Part 1-Project and Sponsor hufornngdon Ngmgof-Ar-o tion or groj ` , Ani J?rgjea Locatio (describe,and{attach a location -StIC C $rief Dgw--tion of Proposed Action; _Name o€Applicant or Sponsor; Tclophnae; ity/J'f?.` f� � State,° fp Go e, M- 1. Does the propgsed action only inuolve the legislative adoption of a plan,local:law,ordinance, NO YES ad_nunistrative rule,gr regulattan? If Ycs,attach a narra4vg dgscripdon of the intent of tho prop 9sgd action and the onvirgn=—-MI resources#hat f� inay be ai�ted�the municJPality an_d Proceed te►Past 2, if n9,continue tg question 2, L 2. Der th€propgsed action require a permit,apprgyal 9r fuacding from gthor poveront Agene3�l NOES 1fYes,list ageney(s name and perm or 3: a Total aGreae gFtiie sire g€the propgsedtig ? agree b.Total acreage to b€physically distu-rbod? acres c,Total acreage(proje(;t site a-ad any contiguous prgpertigs)owned or controlled by the applicant or wojcet sponsor? --VX�CL�-acres 4, ehge alt land uses that Bectu An,are adjoining gr soar the proposed action; M iJrban C3 liural(Jgga=agrieulturg) [] TndugMal �( Cgnun_eroial W'Resid-tial(suburban) M Forest E3 Agriculture LD Aquatic 8 Qther(5pwlfy); M Parkiand Page 1 of 3 $EAF 2019 5 -isibe proposed p is the prop permitted use under the zoning i NO W9 N/A a, APerrmmitted use undertho zoijifigyagulaflons? b- Consistent with the adopted comprehensive plan? ET 6a is the proposed action consistent with the preiiomieant character of the existing built or natural landscape? NO YES 7: is the site of the proposed aCtiou located in;or does it adjoin;a state listed t4ritical tivircinrrteflialArenl ----- if Vires;identify: 1O YES a. Will the proposed action result M4 a substantial increase in traffic above present levels? NO YES b; Are public transportation services available at or near the site of the proposed actions 0. Aro any pedestrian acewhmodatmng or bicycle touter available On of near the s' ED action? He of the Proposed El 9, Does the proposed action n3b6i or exceed the state energy code requirements? No YRSit the proposed action will exceed requirements,describe design f-daftweg and fechnologleg., 10- I n. will the proposed action connect to an Witeriupply? existing Rilic./privato NO YES IfNo,describe rwdi6d for providing potable water: 1 1, Will the proposed action connect to existing Wastewater utilities? No YES If No;describe method fbr providing wastewater treatment tM I I—A El 12. a,Does the projectsits contain;or is it subsfantiaily coidtiguous which is listed on the National or ` NO _YES State Register of Places,Or that hag been determined by the Coin M-01oftar of the NYS Mice OfPft&,Recreation and historic presentation to be eligible kr listing the State Register of Historic Places? On El b.Is the project site,or any pox-tion Of it;located in or adjacent to an area designated as sensitive for archaeological al i t e i s� on the My,State-Higtorio Preservation Wee(Stwo)archaeological site inventory? 3, a, Does wyportIjijyi of the site of the proposed action;or lands: i i jr 0 I n:imli g the proposed wetlands of other wftt&bodie§regulated by a federal,state or local agency? NO VE9 b.Would the proposed action physically alter,or encroach into.,any existing wetland or waterbody? -- If Yes,iddn*the wetlan-d or waterbody and extent of alterations ifi square feet or acres: Page 9 of 3 r � 14, ldetttify thg typical habitat pcs tl�st occur on,grace i,l�ely tg be f9uncl in the WOW sits,Ohcck all.that 0 - applyi horeline >9rgst Al cttltut Ugrassla-- O Early mid_�sa_ce�gi9nal .00 __Zetland ❑ Urban "ubnrban 15. Does the site gf he prgposcd action contain any species of d,9r assoei$ted t4q,lid by the titm or� RQ YES Fedemi pvernmont as fhreat=d or endE�tlgered? ld. th e pF9ject slag located In the 100=year€i99dplant? — - — i+tosS 17, >h the Proposed action create st9m 13 aw di-§charge,either 9m ppint gr nOn=p9j tt soL�rces? O s TT Yes, ❑ A- Will stom—water discharges flow t9 adjacent grope tics? b. vviii sto-rm-water dmbarges be dirceted to established conveyance syste nes(rmoff and storm_drains)? Yes,briefly dcscAbe: - 1�, l�9es the proposed actign inclade c9nucti9n 9r othscr 8[ iv1 that would result i the ifnpoun_dment 9f water NO YEti 9t 9tlt€t liclttds(c.gMention pond,waste lagoon,dam)? -- if Yes,explain the purpose and size of-the pound_nmie ; J-9. S fig Sitio 9f the proposed am- 'On 9r art pr9pW+b19calti9n 9f an aefive or e19M4 solid VYastg NO YES managc_m._g_nt-fa-gillty? If Yes,do6cribc; 29. as the site of th@ ProA9ged a-C 9r an adjO- g property been the subject 9f€ 9diadon(00g9ft or N- O YEg completed)for haza_rdgmi waste? if Yes,describe: I OERMY TMAT THE 1 QRMATM PROVIHRp ABOVE jS TRUE AND ACCURATE TO THE BEST OF My— KNOVyLEDG-E Aplieant/s�9�Sar/name; t Yl Cjll,i1 Yl l:/L { fl l Date:19 �gnatttre; Tl�e; fI"k7�1,�✓ PR N FORS! page 3 of 3 } APrucANT/AGEN'I/R EPRFS]ENTA1WE TRANSACTIONAL DISCILOSURF,FORM The Town of Sorrthold's Code of Ethics nmhibits conflicts ofinteresF on the part aftown officers and,emolovees.The Durr oscof this form is to m°ovide iirforination which can Ad tha mwn tie""possible conflicts bf iittetesst and allow it to take whatever 2etinifla fecessaryto avoid same_. YOUR NAME: u aMe,/I^ h!!�� (Last name, e,.g)iddle initial,unless you are applying the name(f 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(orthrough your company,spouse„sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,tharrM%or busindo s interest."Business interest»means a.business, including a partnership,in which the town officer-or employce has even a partial ownembip of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO V If you answered"YES",complete the balance ofthis form and date and sign where indicated. Name of person employed by the Town of Southold Title br 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%ofthe shares of the corporate stock of the applicant (when the applicant is a corporation): 13)the legal orbeneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,padner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this .c day of 2l) Signature r� r<—� print 1^/r aAfAl 7 sy Form T5 1 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits coriflicts of interest on the part'of town officers and einplovees_The purpose'of this form is to provide information which can alert'the town of possible conflicts of interest and allow'it to take whatever action is necessary to avoid sam�Ae. �r � p YOUR NAME: B�A{I USI Citi ("� cr(aa— ari1 l w—c c- (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,marriage,or business hiterest."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 1j Submitted this �I day of e ti 2011— Signature X,- PrintName- 1 G A -4-- t A- Form TS 1 Board of Trustees Application ACJ"THORMAUON (Where the applicant is not the owner) I/We, ��✓� f a s%�J �(, n in Cka-o-`— owners of the property identified as SCTM# 1000 R2L Li — i the town of w� 6 (� New York,hereby authorizes - ry1 i Lh Lp d e ri n� to act as my agent and handle all necessary work involved with,the application process for permit(s)from the Southold Town Board of Trustees for this property. Property Owner's SignattUe ; Propehy Owner's Signature SWORN TO BEFORE ME THIS DAY OF 4 ,20 <�) Notary Public E RICIA A ANGELONE PUBLIC,STATE OFNEWYpItK stration No.OIAN6340417 ualified in Suffolk Count Expires bb�i�_ a� l Board of Trustees Application "FrDAVYT c l r Co +BEING DULY SWORN DEPOSES AND IRMS THAT HE/SPIE IS TIS APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD 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 SOUTlH[OLD 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 CONTLETING 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 d - - Signa of Properly Owner SWORN TO BEFORE ME THIS l 1 DAY OFAOus� P,-��'- � - L,,A, Notary Public PATRICIA A ANGELONE NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIAN6340417 Qualified in Suffolk CounZk Aly Commission Expires Oy 'E 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 sienificarit 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.e2�plained 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#.�- - PROJECT NAME C U V)I n I'1CA,hn Des i d-cnC`e- The Application has been submitted to(check appropriate response): Town Board ElPlanningBoard ElBuildingDept. U Board of Trustees .� 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: l-Qq 0 2-%0q (�x�S JQD dCLzt, Q d tQ OCGGV-, w\+i-, C. O -A Z - 2-(109 ti ��6D Location of action: 2G(�C) Oke J U k-e Lck_y1e , M Site acreage: 1`�; �y SG Present land use: iKW-CA�I CLQ 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: t A k CA-V,'�, Lkk r ka.— C, (b) Mailing address: Q L N Fit Z74,i SyrZ L.—�- 'l fc eLC) (c) Telephone number: Area Code( ) I (d) Application number,if any: / Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No.2 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 Not 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 2 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 ZNot 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 S through 16 for evaluation criteria ❑ Yes ❑ No 12"Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes E] ro No u 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. ❑ ❑ L"J Yes Noof Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — PoIicies Pages 32 through 34 for evaluation criteria. ❑ Yes No VNot 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 LS✓J 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. F] YWF1 No LTJ Not Applicable Attach additional sheets if necessary it 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 Q'Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El Yes 0 No E/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 foreval ation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote ppropriate use and development of energy and mineral resources. See LWRP Section III—Policies; ages 65 through 68 for evaluation criteria. ❑ Yes ❑. No Not Applicable PREPARED BY lArl TITLE J1�i,��c ..DATE MICUALL MACRINA ARCUITLCT, P.C. . 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: 9/15/22 To: Town of Southold Trustee's Southold Town hall Annex 54375 Main Road P.O Box 1179 Southold NY 11971 Re: Trustee's submission Cunningham Residence 2980 Ole Jule Lane,Mattituck For Whom it May Concern, Please see enclosed the following paperwork for the submission to trustee's Department ✓ (Original) lx Full size architectural drawing for Deck and Shed and 3x copies of site plan 11x17 and full paperwork submission package ✓ 3x copies of Full paperwork submission package and Architectural drawings/ 11x17 site plans. Please contact me when package has been accepted and processed for my records.If you have any questions or require any additional information,please feel free to contact me by phone or email at mmacrina@mmarchitectaia.com Sincerely, Michael A.Macrina,AIA Registered Architect p E C E I V E SEP 1 6 .2022 Southold Town Board of Trustees