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HomeMy WebLinkAbout51845-Z Of souryo� Town of Southold * P.O. Box 1179 ,0 53095 Main Rd CDUNV Off: Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46327 Date: 07/21/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 190 North Dr Mattituck,NY 11952 Sec/Block/Lot: 106.-6-33 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 04/03/2025 Pursuant to which Building Permit No. 51845 and dated: 04/18/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage as applied for. The certificate is issued to: Steven Sweeney,Kim Sweeney Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: A horiz d S'gn e fs0(/*p Tyo� TOWN OF SOUTHOLD BUILDING DEPARTMENT ' e TOWN CLERK'S OFFICE �o���OUNiY.N��o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51845 Date: 04/18/2025 , Permission is hereby granted to: Steven Sweeney 190 North Rd Mattituck, NY 11952 To: Construct accessory garage to existing single family dwelling as applied for. Minimum 15 foot setback must be maintained. Premises Located at: 190 North Dr, Mattituck, NY 11952 SCTM# 106.-6-33 Pursuant to application dated 04/03/2025 and approved by the Building Inspector. To expire on 04/18/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $725.00 CO Access' ccess y Structure $100.00 al 825.00 ------------- —....... ------- Building inspector 1 • �o�aOF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. : IOU 631-765-1802 I .NSPECTION lLo.i.lOUNDATIONA ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &W4 DATE INSPECTOR / (� OF SOOIyo� sl TOWN OF-SOUTHOLD BUILDING DEPT. coum, 631-765-1802 IN SPECTION [ ] FOUNDATION 1 ST/ RESAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ -] -FIRE RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: R& Q.5 pre DATE 075 o?S - - INSPECTOR Jq souls # # TOWN OF SOUTHOLD BUILDING DEPT. courm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. ] CODE VIOLATION [ ] PRnp- oK4 RENTAL REMARKS: DATE l 0 INSPECTOR FIELD INSPECTION REPORT DATE (;OMMENTS FOUNDATION (1ST) ... .... -------------------------------------- ----- -------- ........ FOUNDATION (2ND) lb ROUGH FRAMING & PLUMBING VJ INSULATION PER N. Y. —------ STATE ENERGY CODE I AN FINAL ADDITIONAL COMMENTS 0 .............. ....... ............... —----- rn cil . ....... ......... CSC Jj ....... .... .........—----- 4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT D E C E I V "E For Office Use Only APR ` 3 2025 PERMIT NO. Building Inspector: Applications and.-for`ms must"be'filled out in their.entirety.Incomplete ` 9 Depa e applications will not be-'aceepted.' Where the Applicant is not,the owner;an To*n of SOUthold Ownees,Author„Izetion form(Page 2)shall�be completed.. Date: OWNER(Sj,.OF,PROPERTY. ` Name: SCTM#1000- Project Address: ._ Phone#: _ v_ _� _/0—__ d' Email: —�/- _� Gt (�-.'. Mailing Address: �� � ,/ -� ` CONTACT PERSON. i . Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAONFORMATION. Name: - Mailing Address: Phone#: -�_ -VV mm Email: CONTRACTOR-INFORMATION: Name: .. , . Mailing Addre.R .� Phone#: a Email: DESCRIPTION OF PROPOSED CONSTRUCTION )<New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Costof Project: _ ❑Other $ Will the lot be re-graded? ❑YesJNio Will excess fill be removed from premises? ❑YesIVo ' 1 Existing use of proper ........... ...... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes NNo IF YES,PROVIDE A COPY. .� �� ❑ Check Box After Reading The owner/oontr;p_design professional is respgnsibleforaU drainage and storm water issues provided by, i Chaptet, 4 of the Town Code 7AQPUCATiON IS i♦EREBI�MADE to the Building Departmeert for the issuance,of a Building PermR pursuant to the Building Zone. Ordinance of theTowri cf��uthold;Suffolk;County„New�Yor�lycanb other applh�ble Laws,Ordinances or�Regulations forthe'construction of buihUngs, �,��h eadditions,alt�erat+ons or for remaral ar demolltiori asherein;:described_Tire appitant agrees to campty with all appUcable iaws,ordinances,butldingcode'" � Irousi�g code{and regulati`onsaMl to admit autboraed nrspectgrs on premises and in'building(s)fo �ecessary inspections false staterr�eMs made}�erein are ;� ,punishable�as a Class A rnrsdemeanor pursuant to Sgction 210.45 of the New York State Perral lawy���`�„',��, ,�'��, �'�`� "'_`� Y�-� -� ���,'�� a* ,_� Application Submitted By(print name S /J ❑Authorized Agent ❑Owner Signature of Applicant: Date: I STATE OF NEW YORK) SS: COUNTY OF a1K►..) S � 1�-• S W'' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ( h is the B.WAJfX -- - (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith%G ''!�- 4 BARBARA H.'TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County ..�1 day of .20 73 Commission Expires 01/13/20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name I 2 I N/0/F ROBERT CELIC , SYLWIA WIOLETTA CELIC N/0/F I�EORI�E CAUL P/0 PLOT I I I END F S89'44'00"E PICKET FENCE WORE FENCE 180'0 , oF2�N SURVEY OF PROPERTY FH 1.5'S. X HED. 'V A T MA TTITUC O ASPHAL 1 5' RIGHT OAF W A Y� S s 3D N 1.rs��� 8 PROPOSED K a 30 X40 GARAGE 30.2' 0 I t TOWN OF SOUTHOLD �, 243 PROPANE ,50" —E 40•0' Q� ASPHALT TANKS NOTE: VEHICLE SUFFOLK COUNTY N. Y. ENTRANCE THIS . T DRIVEWAY GARAGE N IDE OF ONLY. 1000-106 06 33 DECK w,FO SCALE 1'= 30' W ----- Pool 12.r c :1syo IN OCTOBER 19, 2023 > .d ���0 / SHED TO BE I I MARCH 14, 2024 (CORRECTION) � - � FEf>ICE AT RELOCATED to DUNE 19, 2024, (Revisions) o —50 ro < DECK EDGE OF DECK JANUARY 16, 2025 (Revisions) W z `` D , o� P/0 PLOT I 0 > P/0 PLOT I APRIL 14, 2025 (Revision) W o o c PROP. D.W. RAIN WATER 50- CONT�IME�IT I ASH T SHED E BRICK WALK — RAIN RUNOFF CONTAINMENT. , TO BEO� NEW GARAGE= 1307 SQ.FL(ROOF) A8 �48� REMOVE-B �p 1281 x 1 x 0.17 = 222 cu.ft. 27.1' ' 222/42.2=5.3 VF CONC. PROVIDE 1 OW. 80 X 6' DEEP Q STEPS ' / / P/0 PLOT H MASNRY.BL CK 46_ .CONNECTED BY GUTTERS AND LEADERS O 3 RET. WAL HVAC EX 1ST I NCB LOT GOVERAC�E ^ 46 — _ _ _ —44— f a 33 KEY TOTAL LOT AREA 43785 5Q. FT. _ —42 PI-0—PLOT H _ N HOUSE + (BAR 2170 SOFT. // //- � � _ —40- O = REBAR REAR DECK 1216 5QFT. ® POOL 463 5QFT. _= WELL, 5HED5 382' SOFT. —3 A = STAKE 4251 5QFT. .HOLE 425V43785. OD97 OR %7% � � � � � i � - 34 3_ - f � - - J = TEST p o � PROPOSED LOT GOVERA(2E �3g- // -32� w = PIPE TOTAL LOT AREA 43785 5Q. FT. �ry / -30- _ ■ = MONUMENT HOUSE + CHAR. • 2170 5QFT. ^O -3g� / 28— — — — _ P v — -�6 N REAR DECK • 1216 5QFT. POOL 483 SOFT. -26- - ' WETLAND FLAG 5HED5 • 344 5QFT. cO-) = U77LI TY POLE PROPOSED GARAGE- 5200 50 _-- _ 413 5QFT. 5413/43785. 0.124 OR 124% 0 30 18 2095 / , — 16 PLOT NUMBERS FROM "MAP OF SHORE ACRES, SITUATED AT �2 — — L- _40 / /��� / GRAVEL MATT/TUCK, SUFFOLK COUNTY'NY. FILED JAN 3, 1914, MAP No.41 4 — �14 6 _--- � - - - - 21"4r 4/ OF PAVEMENT S88.59'50"W /� 22 EDGE A ZONING : R40A YVIEW NE{y G � J M`0 N.Y.S L/C. NO. 49618 ELEVA77ONS REFERENCED TO NA VD 88 �CP?pva �.��� N.Y.S L/C. N0. 051132-01 Nei PEC IC FLOOD CERTIFICATE SOLU77ONS ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209OF 774E $} ; -- SUCCESSORS TO PECONIC SURVEYORS NEW YORK STAT peconicfcsrs�gmilE EDUCA77ON LAW EXCEPT AS PER SEC77ON 7209-SUBDIWS/ON 2. ALL I'` � P- (631) 765-5020 (631) 989-9174 CER77FICA770NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID 4 Emoil: peconi a#.com yC�opton/ine.net MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ARri�= 43,785 SQ. FT. ® �y°� : 5i13t ' P.O. BOX 909 ,23-029 SEp g SOUMOLD, N.Y. 11971 APPROVED AS NOTED OCCUPANCY OR DATE•,,�L�=-' B P# USE IS UNLAWFUL FEEt�, BY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT A OF OCCUPANCY 631 765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: � FOUNDATION IRED R POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION FINAL-CONSTRUCTION MUST N COMPLY WITH ALL CODES OF BE COMPLETE FOR C.O. NEW PORK ATE&TOWN CODES ALL CONSTRUCTION SHALL-MEET THE REDUIREMENTSOFTHECODESOFNEW AS REQUIR AND CONDITIONS OF YORK STATE. NOT RESPON�O R 3mwT=ZBA oF�1GNaR� SOUiIiOLDTOWN RMNING BOARD SO UMQLDTOWNTAUSTEES N.Y.S.DEC MEOLDWC WHO a>I�� RETAIN STORM WATERER 236 PURSUANT TO CHAP OF THE TOWN CODE. TRUSS PL.ACARDING REQUIRED BUILDER u I � J 8' - I 8' _ 8' �rQ� m x d =�T 2-2X SR SYP sa El TRUSRRIERS NEW BUILDING CIFICATIONS 30' X 40' X 12'6" POST & FRAME BUILDING /h0 O-18" X 8" CONCRETE FOOTINGS (TYP) Z (5301 LB CAP; 5080 LB COLUMN WT) O1 POST SAVER PATENTED UPLIFT NOTCHED POST W/12" 000NCRETE COLLAR 1-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR / ❑3 1-20' X 10' INSULATED CARRIAGE STYLE OVERHEAD DOOR W/WINDOWS ® 3-48" X 36" THERMALPANE AWNING WINDOWS 00 ALL GABLE POSTS 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST EXTEND TO TOP PROTECTION 8' OC (TYP) OF ROOF TRUSS 2X8 TREATED GROUND CONTACT SKIRT BOARD O 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC O 00 OWNER 2-2X10 MSR SYP TRUSS CARRIERS ®8' SPANS N (773 PLF CAP; 640 PLF ROOF LOAD) } TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS LLJ } 8 ®EA.POST (2 PER SPLICE MIN) 2664 SHEAR RATING Z Z PRE-ENGINEERED ROOF TRUSSES- W Y 00 4/12 PITCH, 48" OC, 30-5-5 LOADING LLI V 2 ROWS 2X4 BOTTOM CHORD TIES (120" OC.) 389 LB UPLIFT; 5-12D FACE NAILS=445 LB (PG A4.5) (n /12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & Lu > / FASCIA 28 GA. G-100 PAINTED STEEL ROOFING & SIDING W Q 12" PAINTED STEEL VENTED RIDGECAP ~ / Y2" FOILFACED ROOF& WALL INSULATION j� 29 GA. WHITE STEEL LINER PANEL ON CEILING ALL INFORM A ON SHOWN ON TKS DRAWING IS THE 2-2X10 MSR SYP 1 In PROPERTY OF SHIRK POLE BUILDINGS LLC. TRUSS CARRIERS THIS DRAWNG MAY NOT BE REPRODUCED WITHOUT PERMISSION.BE DW AND OWNER ARE RESPONSBLE TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION 8' T Q r T Q r RRAM EVIEW: : ALS CJ U 1 U It U REVIEW: 40 REVISIONS: FLOOR PLAN DATE: 5/28/24 SITE: SWEENEY SCALE: 3/16" = 1'0" FLOOR PLAN A � 1 .T BUILDER u � J m ��x 28 GA. PAINTED -T 400 r T2<w 2 STEEL 1 X6" z.1 HEMMED FASCIA �a --{�' 28 GA. PAINTED STEEL �^ WALL PANELS 28 GA. 6" ATTACHED W SCREWS PAINTED STEEL CORNER TRIM I 00 48"X 36' 48'X 36" 48"X 36' I BASE THERMAL PANE THERMAL PANE THERMAL PANE EJ WINDOW WINDOW WINDGIN ANGLE BACK SIDEWALL LEFT ENDWALL SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" OWNER 28 GA. PAINTED STEEL 12" RIDGECAP(VENTED) 28 GA. PAINTED STEEL �I !- T 6" RAKE TRIM Z Z 28 GA. PAINTED STEEL 4� W Y SCREWDOWN ROOF 1 28 GA. PAINTED W V PANELS ANGLEGZGTRIM N H ® ® ® ® ® ua 9 LITE ENTRY DOOR I ®® ALL INFORMATION SHORN ON THIS DRAW NC IS THE ®® ®® Ell® PROPERTY OF SHIRK ®® ®® POLE BUILDINGS LLC. THIS DRAWNG MAY NOT E11® ®ED] ®® BE REPRODUCED WITHOUT PERMISSION.BUILDER AND OMER ARE RESPONSIBLE TO VDT6Y ALL DIMENSIONS FRONT SIDEWALL RIGHT E N D W A L L BEFORE CONSTRUCTION DRAWN BY: ALS SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" REVIEW: REVISIONS: DATE: 5/28/24 SITE: SINEENEY ELEVATIONS A � 2 -j BUILDER J L - J 2X4 ROOF PERLIN WQ o .•..NOINIED RIDGECAP 8 NAILS 28 GA POINTED 21YFi9Fimm ROOF TRUSS PER 7RU55 jR SIFFl ROOFING = VENTED OR Pam SCREWS 28 GA STRUCTURAL 3-3YX.120 2X4 ROOF RA10=TRIM O ' SE.LTIIE AINTED STEEL GAL.NAILS PUROO \ 2X8 F ^ CLOSURE2X4 dRf OR PERLIN WALL POINTED X STRIPS 24.ON CENTER GRK F TRUSS STRUCTURAL 2X6 H 4 LL 4-3('X.120 NOTCHED a METAL SIDBdG Vim O ��m 1'WFAIERIRE OVERHEAD RUBLE TRH Z N 2X4 PAINTED SCREWS STRUCTURAL DOOR TRIM FtrJ TRIM S PE731�IS/F 9'ON CENTER POST OVERHEAD EAD DOOR N •tea. DOOR WEAT.F.SIRIP SIDING ^ ORK STRUCTURAL 12'RIDGE CAP YETAL SUIINO! RODE PURENTAIL TRUSS SCRE11 TO POST OVERHEAD DOOR GABLE OVERHAND ^ DETAR ROOFING FASTENERS FASTENING DE CARRIERFASTENER DETAIL HEADER DETAR DETAIL SCALE 1/2'- 1'O' SCALE 1/2'- 1'0' SCAIE 1/2-- 1'0' SCALE: 1/2•-1'D• SCAIB 1/Y- 1'0' DOUBLE TREATED PAINTED STEEL (8 DOOR POST ROOFING WALL POST 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD PAINTED 4-3i• / 2X4 WALL 6 NAILS ROOF v'j GALV.NAILS ,( PER TRUSS OF ��]] \ DECK SCGALNX REWS L FASCN8-'. ROOF VENTED .V• � LXX; T— rRl' S PER GA.PAINTED STEEEL SOFFIT SIDE �� F&J TRIM RER METAL SIDING 2)(671 SIDEWL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL SCALE 1 2'- 1'D" SPAT F. 1/2'- 1'0' SCALE: 1/2'-1'0" STALE 1/2•- 1.0• \ " 28 GOL WA STEEL OWNER ROOFING INSTALLED W/ 2X4 BOTTOM CHORD SCREWS & WASHERS PERMANENT LATERAL BRACING(4ACIG) WG FOR 2X6 SPF Z Z 4 ROOF FACE BOARD 24.OC. PAINTED 2X4 SPF DIAGONAL BRACE WFROM I�IlE TO BOTH EAVES Lu FASCIA PRE—ENGINEERED ROOF TRUSSES2 UN A EL CPASVENTED �•PRE—ET SIEF1 2-2X1O MSR SYP TRUSS CARRI FA•J TRIM r /1 SYP TRUSS CARRIERS-- INTO POST ~w a v/ 3 PLY 2X8 GLU-LAM U4 SPF SIDEWA L GIRTS 24.00. N POSTS W oc.TYP. WALL BRACING REGUIREMENIS: WALL BRACING i Imo-M ALL HS DRATON IS THE PANELS INSTALIID TO EXTERIOR AWPA Ut TREATED POSTS 8'OC.TYP. ON PE TY OF Is IRK 280ASTEMFUFAL OF WALL PUF WRH SICKENS PROPERTY IN SHIRK 2�5 POLE BUILDINGS LLC. STEEL SIDING THIS DRAWING MAY NOT 2X4 SPF WALL GIRTS 2,C PA42S u6TAUED BE REPRODUCED INTHCIJT WITH SCREWS PERIASSION.BUILDER AND 41 GRADE GRADE OWNER ARE RESPONSIBLE 2XB PRESSURE TREATED TO VERIFY ALL DIMENSIONS GRADE(BOTTOM 8'-4000 PSI SYP SKIRT BOARD PRESSURE TREATED BEFORE CONSTRUCTION SYP GROUND CONTACT OF SKI OPIIFI 2X6 SKIRT BOARD IN2AYIv BY: ALS ••Y _•J;r_••.•I�•..��•.� REVIEW: - ...•... .:. s I /�/j/\\\\\\�%/////\\\\� j_/�/\.�\/�/\.\\/E/R/\\.;j\CT'�Ai/\T\��\N//T\E\.Dj\//�L\.2P\\//U//iF\��\\//�N/\.O\\I�G/Y\\.E\\\/D //\_\\�\\,//\sF\\o\\oo/o�on\\\\NP/SG�\I\\\\C/�OE\\E1\\��s\\R\\I/EE��\�\\\\////�\\\\\\j////am\\\\\\j/////\\\\\\\/ \\,//////�\\\\\ / REVISIONS: 3/4 THE, COMPACTED PONA1 AC50�B PW7P LRFr NOTCHED Do SA POST /7 ostW/% E (S PSF SOIL ON FLOOR PLAN)\ //\/ DATE: 5/28 24 3000 PSI.CONCRETE FI)0'RN /\ //\i/�i/��/.�/ /\//\// (SEE SIZE ON FLOOR PUN) ,- /\\ \\/\\/\\/\\/\\%\\/\\/\\ /\\%\\%\\%\\%\\/\\/\\/\\ SITE: SWEENEY \ \ \ \ \ \ \\/�\/� - SECTIONS TYPICAL S E TIO NA M E \�i A43 TYPSECTIONAME(ENDWALL VIEW) (SIDEWALL VIEW) SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" F:�.i7lFINISHED BUILDERBUILDING DESIGN N0TES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL)FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE.GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. 0 ¢M GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY c SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4.9 STRUCTURAL DESIGN PARAMETERS NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE USE GROUP=U m�► o< LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. RISK CATEGORY I o A4.2 FOOTINGS d m EXPOSURE CATEGORY= C � STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=56 UNPROTECTED v FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SQ FT)=1200 OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=17,700 A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=130 MPH LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: A4.4 ROOF TRUSSES 2021 BUILDING CODE OF NEW YORK STATE AND ASCE 7-16 ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF OWNER SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES �JJ � PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) Z Z AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WEND W Y A4.12 WARRANTY NOTES UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: MINIMUM # OF 12D NAILS IN 1�" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHOWN STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THIS DRAWNO IS THE TRUSS CARRIER CONNECTION TO POST: i1"x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC, FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS THIS DRAWNG MAY NOT PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' BE REPRODUCED WTHOUT NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OMER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAW)BY:ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVIEW: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; DATE: 5 28 24 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. SITE: SWEENEY DETAILS JA . 4 cv per? r vV m *I ION IL r a 's i1m 'Ito . e ����■ RIi ��.:� �!it� � �' P �,, ` r T _ Ir i READl1�iG R13 EAST, �ARt:, PA f 7"51'9: $77=845-fi88g FAX 7'�?=445 3001 www_shYrKpvlebuildtng4.opm Quoted by Linus Shirk NEW BUILDING QUOTE DATE NAME: STEVE SWEENEY 5/28/24 STREET: TOWN: MATTITUCK, NY PHONE: EMAIL: NEW BUILDING SPECIFICATIONS SIZE: 30'WIDE X 40'LONG X 12'6" POST&FRAME BUILDING EAVES: 12" ROOF OVERHANG ON 2 SIDES W/VENTED SOFFIT GABLES: 12"OVERHANG ON 2 GABLES W/VENTED SOFFIT ROOF: 4/12 PITCH PRE-ENGINEERED ROOF TRUSSES 4'OC. ROOFING: VALSPAR 28 GAUGE G-100 40 YEAR PAINTED STEEL PANELS SIDING: VALSPAR 28 GAUGE G-100 40 YEAR PAINTED STEEL PANELS TRIM: VALSPAR 28 GAUGE 40 YEAR PAINTED STEEL DOORS: 1-3'X 6'8"WHITE 9-LITE VINYL.&FIBERGLASS ENTRY DOOR DOORS: 1-20'X 10'WHITE CARRIAGE STYLE OVERHEAD DOOR IN GABLE END DOORS: 1-20' PANEL OF GLASS WINDOWS IN OVERHEAD DOOR DOOR TRIM: SQUARE'iCORNERS ON OVERHEAD DOOR OPENINGS WINDOWS: 3-WHITE 48"X 36" INS.VINYL AWNING WINDOWS NO GRIDS RIDGEVENT: 42'OF CONTINUOUS LOW PROFILE RIDGEVENT INSULATION: 1/2"FOILFACED INSULATION PANELS'ON ROOF INSULATION: 1/2" FOILFACED INSULATION PANELS,ON,WALLS INTERIdR: 29 GA. PAINTED STEEL WHITE LINER PANEL CEILING POSTS: 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST PROTECTION DRAWINGS: NEW YORK ENGINEER SEALED DRAWINGS TOTAL PRICE $64,300.00 (PRICE INCLUDES MATERIALS, LABOR AND DELIVERY) OPTION# 1 R-38 BLOWN INSULATION IN CEILING $4,200.00 OPTION# 2 OPTION# 3 TOTAL PRICE WITH ALL OPTIONS 68 500.00 Prices subject to TRT IvIG3VASTOI BASANl3 SIZ LE�It%TNG CJII {LTTD17 change at an �me h��: ��,�..,,,�.� 5 . .1 wow Bill' REA 1NG"R1 AST. AR1 PA 17' 4V 8?7=84"5=8888 FAX 7�7=4d5:3.Oa� wuvw.shirkpolebuildings com Quoted by Linus Shirk NEW BUILDING QUOTE DATE NAME: STEVE SWEENEY 5/28/24 STREET: TOWN: MATTITUCK, NY PHONE: EMAIL: NEW BUILDING SPECIFICATIONS SIZE: 30'WIDE X 40'LONG X 12'6" POST& FRAME BUILDING EAVES: 12" ROOF OVERHANG ON 2 SIDES W/VENTED SOFFIT GABLES: 12"OVERHANG ON 2 GABLES W/VENTED SOFFIT ROOF: 4/12 PITCH PRE-ENGINEERED ROOF TRUSSES 4'OC. ROOFING: VALSPAR 28 GAUGE G-100 40 YEAR PAINTED STEEL PANELS SIDING: VALSPAR 28 GAUGE G-100 40 YEAR PAINTED STEEL PANELS TRIM: VALSPAR 28 GAUGE 40 YEAR PAINTED STEEL DOORS: 1-3'X 6'8"WHITE 9-LITE VINYL&FIBERGLASS ENTRY DOOR DOORS: 1-20'X 10'WHITE CARRIAGE STYLE OVERHEAD DOOR IN GABLE END DOORS: 1-20' PANEL OF GLASS WINDOWS IN OVERHEAD DOOR DOOR TRIM: SQUARE CORNERS ON OVERHEAD DOOR OPENINGS WINDOWS: 3-WHITE 48"X 36" INS.VINYL AWNING WINDOWS NO GRIDS RIDGEVENT: 42'OF CONTINUOUS LOW PROFILE RIDGEVENT INSULATION: 1/2" FOILFACED INSULATION PANELS ON ROOF INSULATION: 1/2" FOILFACED INSULATION PANELS ON WALLS INTERIOR: 29 GA. PAINTED STEEL WHITE LINER PANEL CEILING POSTS: 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST PROTECTION DRAWINGS: NEW YORK ENGINEER SEALED DRAWINGS TOTAL PRICE $64,300.00 (PRICE INCLUDES MATERIALS, LABOR AND DELIVERY) OPTION# 1 R-38 BLOWN INSULATION IN CEILING $4,200.00 OPTION# 2 OPTION# 3 TOTAL PRICE WITH ALL OPTIONS $68.500.00 Prices subject to RASH „MCJAVSTONBASFNDSLUETINGNOT,r1NCTa ' chap a at anvtime BUILDER J , IV 40, o dm 8' -�- 8' - I- 8' - 8' �� G1 MENX T - TRUSR U LD GCI C10 S / ' Z, 30' X 40' X 12'6" POST & FRAME BUILDING A-18" X 8" CONCRETE FOOTINGS (TYP) / (5301 LB CAP; 5080 LB COLUMN WT) O1 POST SAVER PATENTED UPLIFT NOTCHED POST W/12" 000NCRETE COLLAR 1-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR / ❑3 1-20' X 10' INSULATED CARRIAGE STYLE OVERHEAD DOOR W/WINDOWS ® 3-48" X 36" THERMALPANE AWNING WINDOWS 00 ALL GABLE POSTS 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST EXTEND TO TOP PROTECTION 8' OC (TYP) OF ROOF TRUSS 2X8 TREATED GROUND CONTACT SKIRT BOARD 0-1 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC O 00 OWNER 2-2X10 MSR SYP TRUSS CARRIERS ®8' SPANS N (773 PLF CAP; 640 PLF ROOF LOAD) TRUSS CARRIER TO POST= A"W GRK STRUCTURAL SCREWS LLI Z 8 ®EAPOST (2 PER SPLICE MIN) 2664 SHEAR RATING Z PRE-ENGINEERED ROOF TRUSSES- LU Y 00 4/12 PITCH, 48" OC, 30-5-5 LOADING W V 2 ROWS 2X4 BOTTOM CHORD TIES (120" OC.) 389 LB UPLIFT; 5-12D FACE NPJLS=445 LB (PG A4.5) /12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & Lu FASCIA L Q 7 +D) / 28 GA G-100 PAINTED STEEL ROOFING & SIDING 12" PAINTED STEEL VENTED RIDGECAP N z X" FOILFACED ROOF& WALL INSULATION 29 GA. WHITE STEEL LINER PANEL ON CEILING ALL INFORMATION SHONN / I ON THISRA 1 PROPERTYOF SHIRK 2-2X10 MSR SYP TRUSS CARRIERS THISEDRAWNG MAY NOT BE PRODUCED--CUT PERMISSION,BUILDER AND OWNER ARE RESPONSIBLE TO VMFY ALL DIMENSIONS BEFORE CONSTRUCTION 8, 8, DRAW) ALS It U U It CJ REVIEW:: 40 REVISIONS: FLOOR PLAN DATE: 5/28 24 SITE: SWEENEY SCALE: 3/16" = 1'0" FLOOR PLAN A � l BUILDER �i J hip m ul y ��X 28 GA. PAINTED �T 4r d =gym STEEL 12 X6" I Z HEMMED FASCIA --{�' 28 GA. PAINTED STEEL i WALL PANELS 28 GA. 6" ATTACHED W1 SCREWS PAINTED STEEL CORNER TRIM I 00 48"X 36" 48'X 36' 48'X 36" 1 BASE THERMAL PANE THERMAL PANE THERMAL PANE [O WINDOW WINDOW WINDOW ANGLE 11 BACK SIDEWALL LEFT ENDWALL SCALE: 1/8" = 1'0" SCALE: 1/8" = 1.0" OWNER 28 GA. PAINTED STEEL 12" RIDGECAP(VENTED) 28 GA. PAINTED STEEL W >- T 6" RAKE TRIM Z Z 28 GA. PAINTED STEEL 41 12. W Y SCREWDOWN ROOF 28 GA. PAINSTEEL D PANELS ANGLEDZTRM y SO EN 6'8' 9 LITE ENTRY � DOOR I N ®® m® ®® Lou] In ALL INFORMATION SHOWN ON 1W5 DRAW NC IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THIS DRAWNG MAY NOT �REPRODUCED WTNOUT PERMISSION.BUILDER AND OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS FRONT SIDEWALL RIGHT ENDWALL BEFORE CONSTRUCTION DRAW)BY: ALS SCALE: 1/8" = 1'0" SCALE: 1/8" = 1V REVIEW: REVISIONS: DATE: 5 28/24 SITE: SWEENEY ELEVATIONS A � 2 BUILDER J �Ir 0 PAINED RIDCECAP 8 � 2X4 ROOF PERLIN 28 GA.PAINTED to VENTED OR 21VFATHERfIfE 28 ROOF TRUSS PER TRUSS 7ROF STEEL ROOFING Z �a PAINTED SCREWS GA 3-3�'X.120 2X4 ROOF \ \ RAKE TRIM O �'a SEALTTTE HINTED STEEL / 2X8 F E J GALV.NAILS WALL D PAINTED x SCARE 2X4 dRf OR Pf7d1N 24.ON CENTER {��14•GaC F 0 TRUSS SIRUCNFGL 2X8 HEAD ' X4-33��'X.120 INOTCFffD SCRc'W,SMETAL SID01G ThTTTEDK 2"ROOF! PAIN1ID SCREWS OVERHEAD GABLE Tti SOFFIT e DOOR TRIM PERUSE/ 9'ON CENTER POST OVERHEAD I DOOR M AL FtrJ TRW �v F 6 DOOR WEATHERSTRIP SIDING I: 12'RIDGE CAP METAL SIDING ! ROOF PURUN ORK STRUCTURAL OVERHEAD DOOR GABLE OVERHANG TRUSS SCREM TO POST DETAIL ROOFING FASTENERS FASTEMINO DETAIL HEADER DETAIL DETAIL CARRIER FASTENER DETAIL SCALE 1/2'- 1'0• SCALE 1/2'- 1'0' SCALE 1/2'- 1'0' SCALE 1/2'_ 1'0' SCALE 1/2'- 1.0' DOUBLE TREATED PAINTED STEEL 8 DOOR POST FPCIFING 3� WALL POST 2X4 ROOF PERLIN "2;1 �Mo 2X8 FACE BOARD GALV.IWLS 2X4 WALL 6 NAILS 4 / GIRT PER TRUSS Tr_�- SIDEWALL ,,F„� 3� ""\ F~� ROOF GALV.IiIVLS •• U� LS PER TOE S NTE POST FBaI TRIM RRIER METAL SIDING U38 TO TIE BLO ENTRY DOOR SCALE. 1/2•NING DETAIL BLACK TRSFASTENER 1/2'- 1LOK srAIA.7/2'TAILro• SCALE 1/2'-1'0' OWNER 28 GA, PAINTED 2X4 BOTTOM CHORD CRCREWS WASHERS PERMANENT LATERAL BRACING(SEE TRUSS WG FOR SPACING) W z 2X4 ROOF FACE BOARD Z RUNS 24'OC. PAINTED 2X4 SPF DIAGONAL BRACE LW Y FRW BOGII1�TO BOTH FAMES -EN11 GINEERED W FASCIA TRUSSES 29 PAINTED VENTED 48'OC. ♦^�♦� 5` UN PANEL C ;N PANELS PRE-ENGINEERED Y TRUSSES 48'OC. STEEL rfl 2-2XIO MSR SYP TRUSS CARRI F&J TRIM 8 WIND UPLIFT 71 / /1 SYP TRUSS CARRIERS INTO POST w Q 3 PLY 2X8 GU1-WA F =4 SPF SIDEWALL GIR15 24'OC. v/ N Posm 8' DO.TYP. I I ii WALL BRACING R RALTAENIS: n ��RUGTLIT�L S'TT� ALL INFORM ON SHOKN WALL BRACING ON THIS DRAWNG IS THE PANELS INSTALLED TO t7RFf00R AWPA U1 TREATED POSTS 8'OC.TAP. REQUIRETAINTS: OF WALL PURIJNS WRH SCREWS PROPERTY OF SHIRK 280A STFd1CIURA1 POLE BUILDINGS LLC. STEEL SIDING TFUS DRAWNG MAY NOT 2X4 SPF WALL C41M 24'OC. PANELS INSTALLED DE REPRODUCED 1MTHOUT WITH SCREWS PERMISSION.BUILDER AND GRADE GRADE CANER ARE RESPONSIBLE 2XB PRESSURE TREATED TO VERIFY ALL DIMENSIONS GRADE 8-4000 PSI SYP SKIRT BOARD PRESSURE� BEFORE CONSTRUCTION OR OF SKI OPTIO 2X8 SKIRT BOARD----, DRAWN BY: ALS +•`.-•�: -'::.'i. •:!�:.,. REVIEW: 3/4'TINE S0�COMPACTED REVISIONS: 1V DO //\//\ SAVER PATENTED LPLIFT<'gldfD \��P� POST SAVER PATENTED IRUFf NOTG•fED W/12'CONCRETE /\ POST W/12'CONGEIE I j\\/\ %/ ,%i,%i,%i2%i�% \FOOTING(SEE SRE� IQ /\\ `\\/�3000 PSF SOIL \\//\\ ON FLOOR PLAN)," /\ DATE: 5/28 24 3000 PSI.CONCRETE FOOTIN \ (SEE SIZE ON FLOOR PLAN) .;; 1 j\\\ \\�\\\/\\ \�\\ \ \ \ \j\\ \ \ \ \/� r SITE: SWEENEY TYPICAL FRAME j\\�\\/\\\�\\�\\�\\�\\�\\�\\�\ \�\\�\\�\\ SECTIONS TY P A M SECTION \\i/\\\i�\\i\\\i\\\i\\\i\\\/\\\i\\\ice\ S ECT IO N E / (ENDWALL VIEW) (SIDEWALL VIEW) 4 SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" _ BUILDER u BUILDING DESIGN NOTES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL) o FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. FA4'. GRADING & EXCAVATION (7 FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN.A4'9 STRUCTURAL DESIGN PARAMETERS n SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE USE GROUP=U m � x LL LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. X'U RISK CATEGORY Im A4.2 FOOTINGS EXPOSURE CATEGORY= C � STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED sa FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 m FOLLOWED. DRY MIX CONCRETE HYDRATED IN—SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SO FT)=1200 OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=17,700 A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=130 MPH LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU—LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF'_BOTTOM CHORD LOADS. USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: A4.4 ROOF TRUSSES 2021 BUILDING CODE OF NEW YORK STATE AND ASCE 7-16 ROOF TRUSSES SHALL BE PRE—ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS, SOUTHERN BUILDING CODE CONGRESS (SSTD10) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES W PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) Z Z AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WITH uj UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND WARRANTY NOTES W Y A4.12 V UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W 1P REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. > FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: W Q TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: MINIMUM # OF 12D NAILS IN 1�" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN—TO'S, ATTIC ALL INFORMATION SIOVd STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THS DRAWNG IS THE TRUSS CARRIER CONNECTION TO POST: ij"x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC. FROM THOSE MODIFICATIONS LISTED ABOVE OR FROM ANY OTHER MODIFICATIONS THIS DRAWING MAY NOT , PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' eE REPRooucEo vnTNar NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAWN BY: ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVIEW: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; DATE: 5/28/24 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. SITE: SWEENEY DETAILS JA . 4_ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 15, 2023 TO: Steven&Kim Sweeney 190 North Drive Mattituck,NY 11952 Please take notice that your application received February 1, 2023 For permit to: Construct an accessory garage at an existing single family dwelling located at: Location of property: 190 North Drive, Mattituck,NY County Tax Map No. 1000—Section 106 Block 6 Lot 33 Is returned herewith and disapproved on the following grounds: The proposed construction of an accessory garage on this conforming 42,688 sq. ft. corner parcel in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard". The site plan sketch shows the proposed accessory garage to be located in both the primary and secondary front yards. Please"note, no garage plans were submitted with this disapproval request. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. o�gOFFOIK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 �y�• a��� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov 1'I' Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVAL/�? For Office Use Only } E p __ 1 �O^� PERMIT NO. Building Inspector: SUIWINU DEPT T0w 0i=,;ni I7mni_D Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted: Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- n7 ` 3 Project Address: ��O/l1.6/61ke� Phone#:�571-'J/�Z ��O��! Email: Mailing Address: Y 'ems _ o%lr��✓lie_� �vc�C CONTACT PERSON: Name: Mailing Address: ,�e'q. /V 1)r/ Phone#: ��/,= /r '` �� Email: Lri DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: A-6 _OU� _ _ 4- Phone#: 46SI Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#. Email: -DESCRIPTION'OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? KYes El No Will excess fill be rem ved from premises? ❑Yes ONO 1 g PROPERTY-'INFORMATION Existing use of property: Intended use of property: , Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes UNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all dramageand storm water issues as provided by. i,,�++� .� w4, Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building PeFmi' ursua troh 8[ldarig Zone . Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws;Ordinances or Regulations,for the c n t cMion�of b; � it g, additions,alterations or.for removal or demolition as.herein,described.The applicant agrees to comply with all applicable laws,ordinances,building code, , housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A,misderneanor pursuant to Section 210AS.of the New.York State Penal Law. Application Submitted By(print name • S /f e ❑Authorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF l�-• S W�'�'e-�I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ( he is the 0 WNW (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best-of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith%G ` '��!�' . SARBARA H.'TANDY Sworn before me this Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County 24 day of r , 20 �3 Commission Expires 01/13/20, Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Dl - APPROVAL - / 0.00 ••• of %90.00 : . \' .-oQ n--.- � o f- 'r . • �.a r,d� o f L. R.•\Z �_! c 9 /a I'. 1-, re, Pod '� '•a • �N E3 I � �t � .. •r, � •Y. •,r..•t �•O Rlg�7��Y✓o y '4� ;..�....:• :ly�;• . .- , Lot :o . H�_ . . I . .. . . � . . . .. '�„ .. • :�r.� ... !I,:�.el'!.. yy�.- •1•'L f� .. .. �/J{,��J�y, -1�� � .. • .. .;71 - 5 '}.•:• •''�i•.'�'� -�'7. .2•ie9../a�r •;i • •� • . :� . ..' a.?,..b ` 1 .. .�.:. '/y7AP•:GF' OROPERT. ' • �siPor/i�rr •9S �"� . • ,.S(11eVEY.EO FO.2• - .S• 8B`S9'aG"W 210.84 i•9611.' • =s°.. � _ . ... '•' .. � ... . • • ; . .. r ��!. �-TO'LYN .O•F..'�OtJTHOL O,�• .•�� _ .. . . •'• � ..�-;:�a; :,;S�FFoGK•GOlJ1V'TY:�•- � �'�r--�� .r, :' r - ^ -v . , _ ram,��':',ti:�l::itir�,'■+C.•• � �+'. io •ter>.+ �•_ .. ■ '■• �''r• J,' ••r.. �'tii,, fir• �y� Wfers ono,%,.;oe, '..: 4•t7: 'I' :,.. ,%:, •,j~ -' . . - -w '✓/�P. .OF;. SHORE�CR�S�!/�.r. - '.a: • . the Soc �.'�•.,�., !ti' , . . .;� _ • • . . . . .;• , ... ., :•:. „• - survey ,.. !n Sal-Avlh cc As. • =•liy- .�.;r�v%� '.t° •, - • ..: .'- : • • • ... � '.. �. - :'. "; . i•Y; �Ti r�l a 'No: `z�7l•4�f . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 15, 2023 RENEWED: March 18, 2024 TO: Steven&Kim Sweeney 190 North Drive Mattituck,NY 11952 Please take notice that your application received February 1, 2023 For permit to: Construct an accessory garage at an existing single family dwelling located at: Location of property: 190 North Drive, Mattituck,NY County Tax Map No. 1000—Section 106 Block 6 Lot 33 Is returned herewith and disapproved on the following grounds: The proposed construction of an accessory garage on this conforming 42,688 sq. ft. corner parcel in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard". The site plan sketch shows the proposed accessory garage to be located in both the primary and secondary front yards. Please note, no garage plans were submitted with this disapproval request. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. J TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631)765-9502 bSVs://www.southoldtgy=.gov Date Received APPLICATION FOR BUILDING PERMIT DISA ROYAL For Office Use Only . D �� v PERMIT NO. Building Inspector: n J U L 2 3 2024 Applications and forms st be filled'out in their entirety.Incomplete applications will not be•acce ed.- Where the,Applicar t is not the'owner,an, BUMDING DEPT. Owner's'Authorization form(Pa 2 shall be completed T®tiyN :)F 30UT11®I Date:,july 12, 2024 OWNER(S).OF PROPERTY: Name:Steven & Kim Sweeney CT #1000-106.-6-33 Project Address:190 North Rd. Mattituck NY Phone#:631-514-1068 mail:cutritel3@aol.com ksweeney04O6 @ yah Mailing Address: CONTAC -,PERSON. Name:,joan Chambers Mailing Address:PO Box 49 Southold NY 11 1 Phone#:631-294-4241 Email.ioancham rs10@gmaii.com DESIGN,PROFESSIONAL INFORMATION Name:Lou Schwartz Mailing Address:7 Ridgewood St, Bay hore, NY 11706 Phone#:(631)410-6838 Email:tiderunnereng@gmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF:PROPOSED,"CONSTRUCTION ONewStructure [--]Addition ❑Alteration ❑Repair []Demolition Estimated Cost of Project: ❑other detached garage $ Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? ❑Yes ENO 1 PROPERTY INFORMATION', ; Existing use of propertY:residential to Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to k 40 this property? ❑Yes ONo IF YES,PROVIDE A COPY. N Check Box After Reading: The owne%ontracior/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building department for the issuance of a'Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;'Suffolk,County;,New York and;other applicable Laws,-Ordinances or Regulations,.for the, onstruction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code,and regulations and to admit authorized Inspectors on premises and in bull-ding(s)for necessary inspections.False statements made herein are Punishable asa Class A'misdemeanor pursuant to Section 210.45 ofthe.New York State P,enai law ' Application Submitted By(print name):Joan Chambers ©Authorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ., ��A n `� ay of 1 ,20A y� ' Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Steven Sweeney 190 North Drive, Mattituck I, residing at New York 11952 do hereby authorize Joan Chambers to apply on my behalf to the T w of�outhold Building Department for approval as described herein. Owner's Signature Date Steven Sweeney Print Owner's Name 2 11-RAPPROVAI .'� =b •--l6o.'Qa �. T �. _o�� o. � i9o.aaw.4 Y •b • n,� 4 0�%red f.� �• . Qli:ve 9or. -.G _� r to rs 7ki _s:�. .� _.__. `Lr►� ��7tv.esr __Le.?� _.H _ •� wt±d Go7� .� �� �= . \ .. o ?.. 6 �� �.; � ! .. .�. :. . 'MAP•.OF' PROPERT. y Jr • `1+Parlirrr •9s � ', . • - j .S C1R VE yE0 FaR.''• - ::ra pper�/•• o/� �•'. _ �., .� ., .. . . .. .. .. •� � ,/.�`/.{J/ A� T••T•;j•,�- Z:�G K: :TD:LY .. oil o�- Th+ .o iJ'.vF-. _•:.'. „r.S,"S • _ .. - 4' vt� �. fit.. .i. .. ".y`; •rw {' _ w,. . . •'�• S ,S is" •ti. 'rit:'C.i�.� .. , .. .... �:,. cat .r.�i;wc• ..� '� ,:: -;�..r..�-- .t=;:. ':; j . . . . •�.. -./'iotc. Lod`..lc7Tcrs and/irics''ra'.ar fa,� :,,. ',' ,�. the Soy: :�.. •i• -' . . - .:.,: s� '✓If►P. .OF, :;. S�ORF�9GR�5�%ICd_ - ';;; � ... .y, r; OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex %Zf S®Ury® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 ® http://southoldtownny.gov ZONING BOARD OF APPEALS '"""- g'sv `L F E B 10 2025 1 1 Town of Southold J/LF Er 0 203 Building Department Town of Southold FINDINGS, DELIBERATIONS AND DETERMINATI 4h01d TolpVD CJr I- MEETING OF FEBRUARY 6, 2025 -� - -- ZBA FILE No.: 7974 1: Ito NAME OF APPLICANT: Steven and Kim Sweeney PROPERTY LOCATION: 190 North Drive, Mattituck,NY SCTM #1000-106-6—33 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is a conforming 43,785 sq. ft. lot in the Residential R-40 District. The parcel is roughly rectangular with two compound curves at the corner of North Drive and Bayview Avenue. The north side measures 180 feet from North Drive to the eastern property line at a neighboring residential lot. The eastern property line extends 216.13 feet south to Bayview Avenue. The southern property line measures 210.84 feet along Bayview Avenue then follows a radius of R20.95 feet, L 45.40 feet to North Drive, then follows a radius of R270.72 feet, L127.15 feet along North Drive, then runs 70.0 feet north along North Drive to the northern property boundary.The lot is improved with a one-story frame dwelling with two-attached two car garage,an above- ground swimming pool with deck, a 10.2 ft. x 16.3 ft. shed adjacent to the northern property line within a 15-foot right-of-way, and a 12.2 ft. x 12.2 ft. shed in the northeast corner, all as shown on the survey prepared by Donald J. Metzger, Peconic Surveyors, P.C., dated October, 19, 2023 and last updated June 19, 2024. An 8 ft. x 8 ft. shed, identified as"shed to be removed"on the survey, was not observed at the time of a January 8, 2025 site inspection. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15; and the Building Inspector's July 24, 2024 Notice of Disapproval based on an application for a permit to construct an accessory garage; at, 1) located less than the code required minimum property line setback of 15 feet; located at: 190 North Drive,Mattituck, NY. SCTM No. 1000-106-6-33. RELIEF REQUESTED: The applicant requests a variance to construct a 30 ft. x 40 ft. accessory garage in the northeast corner of the parcel as depicted in the survey prepared by Donald J. Metzger, Peconic Surveyors; P.C., dated October, 19, 2023 and last updated June 19, 2024,with a rear yard setback of 2 feet where the code requires a minimum setback of 15 feet for a parcel between 4000 and 59,999 sq. ft. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on January 28,2025 submitted a plan increasing the setback to 6 feet, bringing the plan into more conformity with the code. • Page 2, February 9,2025 #7974, Sweeney SCTM No. 1000-106-6-33 ADDITIONAL INFORMATION: The applicant initially provided a survey by Donald J. Metzger, Peconic Surveyors, P.C., dated October, 19, 2023 and last updated June 19, 2024. The applicant subsequently provided a survey by Donald J. Metzger, Peconic Surveyors, P.C., dated October, 19, 2023 and last updated January 16,2025. The 16.3 ft. x 10.2 ft. existing shed located in the Right of Way along the northern property line lacks a Certificate of Occupancy as required for sheds exceeding 144 sq. ft. The applicant provided a floor plan, elevations, sections, and details for the proposed accessory structure prepared by James A. Kopenhaver, P.E., dated June 17, 2024 and labeled respectively A.1,A.2, A.3, and A.4. The applicant provided truss details prepared by Juan Garcia, P.E., dated November 7,2016. The subject parcel is covered by Certificate of Occupancy No.Z-1129 dated September 5, 1961 pursuant to Building Permit Z-865 for a private one family dwelling. Improvements to the subject parcel are covered by: Certificate of Occupancy No. Z-4044 dated November 20, 1970 pursuant to Building Permit 5034-Z for a private one family dwelling; Certificate of Occupancy No. Z-12248 dated February 8, 1984 pursuant to Building Permit 12862-Z for a porch enclosure; Certificate of Occupancy No.Z-30030 dated February 19,2004 pursuant to Building Permit 29955-Z for an accessory above ground swimming pool with deck and fence; Certificate of Occupancy Z-30198 dated May 14, 2004 pursuant to Building Permit 29956-Z for "enclose existing breezeway in single family dwelling." The deed for the parcel Liber 9501 page 441 recorded January 25, 1984 documents a right of way and easement 15 feet in width, along the northerly property line of the subject parcel. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance as amended will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel on North Drive is part of the Shores Acres neighborhood of Mattituck. North Drive is a narrow, essentially one-lane, road traversing hilly terrain. The parcels along North Drive are generally wooded. The homes are a mix of one- and two-story dwellings. Several parcels feature small frame outbuildings visible from the road that are generally architecturally similar to their associated dwellings. None of the visible outbuildings are of the scale of the proposed accessory structure nor do they present its commercial/industrial appearance. The existing 12.2 ft.x 12.2 ft.shed in the northeast corner,which will be replaced by the proposed accessory garage, is partially visible from both North Drive and Bayview Avenue; the proposed accessory garage will be significantly taller and will be substantially more visible from both North Drive and Bayview Avenue and from the neighboring dwelling to the east along Bayview Avenue. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue,other than an area variance. The stated purpose of the new construction,"To provide storage for cars and household goods,"could be achieved with a structure of reduced dimensions and more architecturally in keeping with a residential neighborhood. I Page 3, February 9,2025 #7974, Sweeney SCTM No. 1000-106-6-33 3. Town Law V67-b(3)(b)(3). The variance requested herein for the amended application is mathematically substantial, representing 60% relief from the code. 4, Town 1,aw §267-h(3)(h)(4). No evidence has bccn submittcd to suggcst that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law U67-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additional on-site storage for cars and household goods while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Steinbugler,seconded by Member Lehnert,and duly carried, to DENY as applied for. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento; Lehnert and Steinbugler(4-0)(Member Acampora absent) Leslie Kanesleeisman, Chairperson Approved for filing Z/ 7 /2025 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 24, 2024 TO: Joan Chambers (Sweeney) PO Box 49 Southold,NY 11971 Please take notice that your application received July 23, 2024 For permit to: Construct an accessory garage at an existing single family dwelling located at: Location of property: 190 North Drive, Mattituck,NY County Tax'Map No. 1000—Section 106 Block 6 Lot 33 Is returned herewith and disapproved on the following grounds: The proposed construction of an accessory garage, on this conforming 43,785 sq.ft. parcel in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15 which states: lots measuring between 40,000-59,999 square feet in total size require a minimum setback of 15 feet. The survey shows the accessory garage to have a setback of 2 feet from the propeM line. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. Concerning: Steven and Kim Sweeney 190 North Drive Mattituck NY 7.17.24 1000-106-6-33 The owners of this property received a Notice of Disapproval February 15, 2023 and a renewed NOD March 18, 2024. The location of the proposed garage has been altered significantly and believe that the NOD should be reviewed and reissued. I am also including plans for the garage with this application. Thank-you, Joan Chambers D CECE0VE JUL 2 3 2024 Building Department Town of Southold U10APIdWYAL N N/0/F ROBERT CELIC , SYLWLA WIOLETTA CEEIC N/DOF+ GEOROE MAUL P/0 PLOT I 09'F S59.44'00"E PICKET FENCE x POST & 180.00, FEyCE IRE FENCE 0.2N. V o m 1'5!S SHED o Es.,N� _ 48 PROPOSED SUR EY OF PROPERTY ASPHAL ,� 1 5' RIGHT 0 F WAY N , r� o ��-16.3' -1 30 X40 GARAGE AT MAT 'ITUCK 3or 24.3 PROPANE -50N �4g- 2.0' ASPHALT TANK-- PROPOSED TOWN OF SOUTHOLD DRIVEWAY GARAGE M �P/0 PLOT I. SUFFOLK COUNTY, N. Y. Z ____ DECK POOL t2.f N 1000 106�06-33 �� % SHED TO 8E 40.0. 2.0' SCALE: 1 — 30 a _50 h FENCE AT RELOCATED �/ PROPOSED OCTOBER 19, 2023 U- a DECV o� GE OF DECK 2L Cp MARCH 14, 2024 (CORREC770N) co ; cn PROPOSED �.3 o /'o P/0 PLOT I JUNE 19, 2024 (Revisions) 0 o 0 0 cd . % � � D RAIN RUNOFF CONTAINMENT.- as H T B S RICK WALK - TOBEDO� - NEW GARAGE= 1307 SQ.FZ(ROOF) A8 �48.-� 'REMOVED 1281 x i x 0.17 = 222 cu.ft. "� i 222/42.2=5.3 VF P� 27.f' CONC. PROVIDE 1 DIN.. 80 X 6' DEEP ❑ STEPS MASNRY.BL CK J P/0 PLOT H "� �, 6 6 CONNECTED BY GUTTERS AND LEADERS HVAC � 3Q RET. WALLS — �4 l� / 3 >rXI5TINC7 LOT GOVERA&E N KEY TOTAL LOT AREA 43785 5Q. FT. p/n�LQ7, H J O = REBAR HOUSE + GAR - 2170 SQFT. // - - 40- REAR DEGK 1216 SQFT.POOL 4W / / �- - _ �� _ -�3 '•�� ® = WELL — _ -- — r A = STAKE 4251 SQFT. q 0� _ — — = TEST HOLE 425V43785• 0097 oR ��: // 34 32 f - — l — — J3 ��O 64 QO PROP05E ) LOT COVERAGE �3g- / p W • = PIPE TOTAL LOT AREA 43785 SQ. FT. �N / — -30- — 0 = MONUMENT HOUSE 4 GAR 2170 SQ.F'r. ^Q , ,36— / / —2 28— _ _ = , �P v — .... 4N EAR WETLAND FLAG R DECK 1216 SQFT. / / POOL - 483 5Q.FT. %/ // / 6 -- 2 Pa.5HE� 344 SQFT. 4 34- O PROPOSED .GARAGE• t200 SQFT. �Q, = UTILITY POLE 54t3 SOFT. 5413/43785. 0.124 OR 124Z OF• �� // / �- - - - -_ - - — _ - - - 2 '3 R= 20.95 PLOT NUMBERS FROM MAP OF SHORE ACRES, SITUA7ED AT i — _ .40'_ GRAVEL MA777TUCK, SUFFOLK COUNTY NY. FILED JAN.J. 1914, 'MAP No.41 _ _ 8 + —PAVEMENT S58'59'50"W 21�84'-L� ZONING : R40 /22 ` EDGE EA YVIEW A VENUE ^ ELEVA AONS REFERENCED TO NA VD 88 N.Y.S. L 9616 ANY AL 7ERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE PECONI C S YORS, P.C. NEW YORK STATE EDUCA71ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2ALL (631) 765— 020 FAX (631) 765-1797 CER TIRCA 77ONS HEREON ARE VALID FOR THIS MAP,AND COPIES 7HEREOF ONLY IF SAID P.O. BOX 909 AMAP OR PPEARS HEREON.ESEAR THE IMPRESSED SEAL OF THE SURVF YOR WHOSE SIGNATURE. A��'i — ,¢�9�8� SO. �j 1230 TRA VELER STREET SOUTHOLD, N.Y. 11971 �3-029 _. e