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Home My WebLink About52221-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDIING 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#: 52221 Date: 08/28/2025 Permission is hereby granted to: Jonathan Fischer 75 Henry St Brooklyn, NY 11201 To: construct an accessory pergola as applied for. Premises Located at: 10945 Sound Ave, Mattituck, NY 11952 SCTM# 141.-3-1.1 Pursuant to application dated 07/25/2025 and approved by the Building Inspector. To expire on 08/28/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $207.50 CO Accessory $100.00 Total 0'7.SQ Building Inspector 'Off 8 TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 :- Telephone(631) 765-1802 Fax(631) 765-9502 litt s://ww ,soijthol(itownr,n . gory 9v uFl Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E I lJ E ,ID PERMIT NO. Building Inspector: — L� — I Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Tomm Of ,0LIfl•0?d Date: OWNERS)OF PROPERTY: Name: T o-44 h SCTM# 1000- . Project Address: 0 9J,--- V Id � �Ve -�'�%i�cc � / 5-Z Phone#: _ 23 Email: I G�`I 4AC,tA Mailing Address: CONTACT PERSON: Name ,,— Mailing Address: Fb. 'Rck Or eh Phone#: 6-31_ Zql--5d470�5- Email: irbelcfrs- eeo— i°1lt! Cyr DESIGN PROFESSIONAL INFORMATION: Name: �an'1� 1 (fcov'12 f`PQ. • i Mailing Address: O �/S �4 Yl6) PeCeh Z Phone#: ��/- �7 t�� •� Email: 4 `� i"t a d , CONTRACTOR INFORMATION: Name: a4, Lf kod"" Mailing Address: Phone#: ��— Z — �0 �� Email. 6 e;we i �.Co/!, DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other '- Will the lot be re-graded? Dyes [XNo Will excess fill be removed from premises? ❑Yes 12No 1 PROPERTY INFORMATION Existing use of property: hPS,�eh.��> Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for a6 drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY NWDE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance off4eA60n udf old"pup ,County,New York and'other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,plteratlrir�or err rr�or or dean olltionasherelp descrlbecl.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit au4dorrzed Inspectors on premises erld In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuantto Section 910AS of the New York State Penal law. Application Submitted By(print name): Ecl"r.4 Py,�r- MAuthorized Agent ❑Owner Signature of Applicant: `�rz Date: 71171-Z STATE OF NEW YORK) S:. COUNTY OF � - ) �d K.4r A m 2r' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 24--day - -.day of uJA ZD I Lary PU*—ft "ANY A CONRAl i Notary Public,S121tr:Of New York R,q,No.()1Ci 624 154 Duiffred in SUffcalk Co my PROPERTY OWNER AUTHORIZATION com isslon Expires»luly 18"20 (Where the applicant. is not the owner) I, U T/� ►- in'N s Gµ residing at (�°) t— Od.A ,j"TvD P ti do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. 1,Ai�, I I J—LLy -Z�p Owner's Signature Date Print Owner's Name 2 Tv , E :3 JNE HUMMINGBIRD MINT � =` ff OPEN LAWN SPACE 4 25 SO WHITE GAURA I RIVER BIP ATE PINE 10 BLUE BOY HOSTA MITE CLOUD LESSER CALAMINT OAKLEAF HYDRANGEA J 24 Mexican Feather Gross - 1 UO I ; .. - DIVA PANICLE HYDRANGEA 0 TRANSPLANT HYDRANGEA OUTDOOR BLUESTONE PATIO 4 CHOCOLATE VINE EXTENDED BBQ PATIO 1 RESIDENCE CRYPT � • �E t FH POOL ODE. ALARM " COVERED PORCH +� , GREEN VELVI BOXWOOD Q 35 ° 'ITE CLOUD LESSER CALAMINT • 0 } J MATRIX 37 HAIR GRASS OPEN LAWN SPACE EXISTING HYDRANGEA 1 12 WHITE SWAN PURPLE CONEFLOWER ..ems w -34 I 0o JIM DEERKOSKI,PE 0o phone:(631)298-7116 SIDE ELEVATION FRONT ELEVATION SCALE:3/8" =1'-0" SCALE:3/8" =1'-0" (D w � V o LUS28 GALV. 11 0 �J.,� CAI HANGER PER 2X8 CEDAR JOIST a w z BEAMS 2X8 CEDAR @12"OC :, -;-----------------------;- Q V V uj' lilt= -----------------------'-i i ' C/� 1/2"dia GALV. 1-4 CARRIAGE BOLTS w/WASHERS& - ;; ;; ;; ;; 14, NUTSPER POST ___________________________ CZ.. c BOX IN POSTS 00 w/IX CEDAR 00 O , POST CB66 6X6 COLUMN 11 it BASE 0- PATIO • " "10 DRAWN BY: JD "dia �,i o. , ------------------------ LI CONC. PIER :oa :;a 0 �-n-rt-L-----------------------i-i � 6/18/2025 Ell, -_____ � � �EFn,�o O,p SCALE: SEE PLAN 24"X24"X12" 10 CONC. FTG 0 r :? (ALT. BIGFOOT FTG) SHEET NO: ui ,4 CROSS SECTION A FLOOR PLAN SCALE:1/2"= 1'-0" SCALE:3/8"= 1'-0" �� 072 �,C)FESStONP AO WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ------ .._..._-._.._----- ---___----------._----I._......._ .._------_.. _. ---------.-..-.........._....... UffTM fg0 IGORM 0VFD W MET CONNECTOM MR PRoeeC DREfD COIf U=M FOUOWM IAACMM MC Dm IIM uMON M MU,TIDNf TOA00FVEM UM UP WO WACW. DECK& PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners.hangers and anchors to be galvinized or stainless steel. f eDm«nw 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored JIM DEERKOSKI.PE into concrete with a minimum 1/2"dia x 7'long anchor bolt with washers and nuts. phone:(631)298-7116 - 3).Posts supporting girders shall be anchored to a 12"xl2'xl2"thick concrete footing. Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall be 4 R.below grade. 4).Deck joists to have blocking at 8'0 o.c.. 5).A minimum of 10 Inch flashing shall be installed between the building and ledger. D� Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16'o.c. j xrnow owu+vwon raxRu�u ua"m.ww•owcuecanvm"anms"mxu" rsiauw owv"i."on"`w«ron " I 6).Concrete piers shall be a minimum 6"above grade. I � ',= 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored waro to girder(s). 8).Use simpson hangers and anchors with Z-MAX tripple protective coaling or equal v API = �," for any contact with ACQ. I J_III 0._3YFIII�N-NaIJaI _flu-illlu "M[ HANDRAIL NOTES: �/ W� O WOO IJIIII_nJ.—�,..-ll m� All required handrails shall be of one of the following types or provided equivalent graspability. z Q w a � a [) z LLJ 1).Type 1.Handrails with circular cross section shall have an w U O x "$ `-- outside diameter of at least 1-1/4 inches and not greater O than 2 inches.If the handrail is not circular it shall have a � perimeter dimension of at least 4 inches and not greater 0 than 6-1/4 inches vAth a maximum cross section of Q d rn dimension of 2.1/4 inches. O o SOIL COMPACTION: 2).Type II.Handrails with a perimeter greater than 6.1/4 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 30DON inches shall provide graspable finger recess area on both CAPACITY. sides of the profile.The finger recess shall begin with a NAILING SCHEDULE 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL distance of 3/4 inch measured vertically from the tallest CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. portion Of the profile and achieve a depth of at least 5/16 JOINT DESCRIPTION NAIL NAIL NOTES inch within 7/8 inch below the widest portion of the QTY. SPACING 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 profile.The required depth shall continue for at least 3/8 JOIST TO: PER TOE AND ASTM D 1557). COMPACT THE SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE inch to a level that is not less than 1-3/4 inches below the 4-8d COMMO FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. SILL,TOP PLATE OR GIRDER JOIST NAIL tallest portion of the profile.The minimum width of the BRIDGING EACH TOE handrail above the recess shall be 1-1/4 inches to a TO JOIST 2-8d COMMO END NAIL maximum of 2-3/4 Inches.Edges shall have a minimum BLOCKING 2-8d COMMON EACH TOE radius of 0.01 inches. TO JOIST END NAIL BLOCKING TO: 3-16d COMMOt I EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP EACH FACE OF NE TO BEAM 3-16d COMMO JOIST NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA Q� Ul �O JOIST ON LEDGER PER TOE RAWN BY:]D TO BEAM 3-Bd COMMO JOIST NAIL GROUNC WIND SEISMIC FROST WINTER ICESHIELD �. F SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN L s� -` :N� ,� 6/ls/zozs BAND JOIST 3-16d COMMO PER END LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED H n t e= �• TO JOIST JOIST NAIL � �. :SEE PLAN BAND JOIST TO: PER MODERATE SLIGHT TO SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE � AT EET NO: .5u CODE: 2020 IRC" 2020 NYS UNIFORM FIRE AND BUILDING CODEJ �O Ss1°NP A 2