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HomeMy WebLinkAbout46851-Z .6'af Fn )L.AtTown of Southold 11/13/2021 P.O.Box 1179 o - �� 53095 Main Rd Z %,0, �a��rJ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42524 Date: 11/13/2021 THIS CERTIFIES that the building DECK Location of Property: 980 Southern Cross Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-49 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/13/2021 pursuant to which Building Permit No. 46851 dated 9/21/2021 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: rear deck addition to existing deck to a single family dwelling as applied for and per ZBA 6754 dated 6/19/2014 and ZBA De Minimus approval dated 9/15/2021. The certificate is issued to Schumacher,Roy&Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au o ' e Signature �o�SVFFoj,r� TOWN OF SOUTHOLD �y BUILDING DEPARTMENT co TOWN CLERK'S OFFICE "may • � ,4 SOUTHOLD, NY 0 dol,� ya 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#: 46851 Date: 9/21/2021 Permission is hereby granted to: Schumacher, Roy 980 Southern Cross Rd Cutchogue, NY 11935 To: Construct deck addition to existing rear deck at single family dwelling as applied for and per ZBA#6754 with DeMinimus approval. At premises located at: 980 Southern Cross Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 110.-5-49 Pursuant to application dated 9/13/2021 and approved by the Building Inspector. To expire on 3/23/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $319.60 CO-ADDITION TO DWELLING $50.00 Total: $369.60 Building Inspector 50U1y� - - ----- ---- - h� l0 # # TOWN OF SOUTHOLD.BUILDING DEPT. 765-1802 NSPECTIO-14 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]/INSULATION/CAULKING [ ] FRAMING /STRAPPING [v FINAL beGtL ",r- ]--FIREPLACE S]"`FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]- CODE VIOLATION [ ] PRE C/O REMARKS: 01�s � DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(IST) -------------------------------- FOUNDATION(2ND) - z r O rn ROUGH FRAMING& t� PLUMBING y 1 1 INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS C q 'A6 da �O r 0 lJ ' MW • yV V y 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 hgps://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D �� Od� PERMIT NO. Building Inspector: S E P 1 3 2021 PIP _n�p e own61i," ` n6�bi ris the Ap01idbnV1�'h6tAh` an- , ]BUILDING DEPT. applicationswill TOWN OF SOUTIJOLD O`wner?s''AutFiorization form 211shallbd dbMI)l6td Date: A., V OWNER(S)Qf.'PWPERTYil, Name: ftJ SCTM#1000- i ®— MA Project Address: Phone#: _l( Email: , 10_CD Mailing Address: 6(<6 T`T'1,11�-Tl,�,:,'� �'Coll�TPERSON: Name: —(00 & Mail.ingAddress: JoP2 ,_ Phone#: Em4_6_ 0-66-CU -1.0 �'qgSIGN FE ONAL INFORMAT Name: Mailing Address: Phone Email: 70 RINFORMA , AC T, lok`,i" ` �ONTR ,� Name: L 4A� Mailing Address: (,02 (-URD \4 .Phone#: 1. z v ONSTRUCTION,� S _FPROPOSED.`C "PE :'DESCRIPTION'Q EINewStructure OAddition ET'A-1teration EIRepair E]Demolition Estimated Cost of Project: 1!4dther $ (b . 00\D Will the lot be re-graded? F_1Yes � Will excess fill be removed from premises? E]Yes Nil-0-1- 'PROPERTY;INFORMATION - A- Existing Existing use of property: I w a. `L �_ — Intended use of property: _ <'q Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes [ZlWoo IF YES, PROVIDE A COPY. cheek Box'Afrter Reading: The owner/contractor/design professionalis responsible for all drainage andfstorm water issues as provided by Chapter 236 ofthe_Town'Coda,-APPLICATION IS HEREBY-MADE to the Building Department for the issuance of a-Building Permit pursuant to the Building Zone- ,6r"ilinance of•the Town,of5outhold;Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,_ . ;n additions,aiterations'or.for.removal or demolition as;herein described.The applicanfagrees to"comply with all applicable laws;ordinances,,�buildingicoile,; , „". i , housing code'and regulations and to admit authorised inspectors on-premises and in building(s)for necessary inspections.False statements made herein are .punishable as a Class A misdemeanor pursuant to,Section 210.5 of the New York State Penal Law.- Application Submitted By(print n �bu(�LAuthorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York SS: No.01BU6185050 COUNTY OF ) Qualified in Suffolk County ��Commission Expires April 14,2 Db0(C:, M 1 6A AT� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ACe 5�k 6E T- C6 tj�-('�►� (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 , day of4ALC� , 20j Notary Public PROPERTY OWNER AUTHOWZAMN (Where the applicant is not the owner) I, et Mt residing at--��� ®Ge�� X55 k!S do hereby authorize I�oG(� /�c e;4H-*tu to apply on 7a !he To of t old Buildi g epartment for approval as described herein. ner' igrAture Date print Owner's Name 2 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0� so�Tyo 53095 Main Road•P.O.Box 1179 Eric Dantes l0 Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning • �O� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ��yCOUliff`I Southold,NY 11971 http://southoldtown.northfork.net RECEIVED ZONING BOARD OF APPEALS -4- PJL4I TOWN OF SOUTHOLD JLYL _ I Tel.(631)765-1809•Fax(631)765-9064 4 e� �.� Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 19,2014 ZBA FILE: 6754 NAME OF APPLICANT: Roy and Eileen Schumacher PROPERTY LOCATION: 980 Southern Cross Road,Cutchogue SCTM# 1000-110-05-49 SEORA 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. 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: Subject property is located in the R40 zone district and is non-conforming containing 13,_504 sq. ft. It is improved with a one story frame dwelling. It has 123.28 feet of frontage on Southern Cross Road, 100.90 feet of frontage on Holden Avenue, 130.74 feet along the northern property line and 100.18 feet along the eastern property line as shown on the survey dated February 6,2001 last revised 4/23/14. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's April 10,2014 Notice of Disapproval based on an application for building permit to construct a deck addition to existing single family dwelling,at; 1)less than the code required rear yard setback of 35 feet. RELIEF REOUESTED: The applicant requests a variance to construct a 21 foot by 16 foot attached deck having a 22 foot rear yard setback where the code requires a 35 foot minimum rear yard setback, as shown on the Survey/Site Plan prepared by Barrett, Bonacci & Van Weele, P.C. dated February 6, 2001, last revised 4/23/14 to "add proposed deck only" and the two untitled pages of construction drawings of the proposed deck. ADDITIONAL INFORMATION: The parcel is a corner lot with two front yards. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 5,2014, 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 $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed deck replaces a 21 foot by 12 foot at grade Page 2 of 3—June 19,2014 ZBA#6754—Schumacher SCTM#1000-110-5-49 block patio. Attached rear yard decks are a common addition to residential dwellings and the proposed deck will not produce an undesirable change to the neighborhood because it is screened by mature vegetation along the rear property line. Additionally, the attached deck is proposed with a code conforming setback from Holden Avenue and the neighbor on the other side of Holden has a very wooded front yard which will provide visual privacy. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling is set back 38 feet from the subject rear yard iand any proposed deck in this rear yard will consequently require a rear yard setback variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 37%relief from the code. However, the subject adjoining property line that creates the rear yard to the subject parcel is a side yard to the adjoining property most affected and if considered as such would mitigate the substantiality of the requested variance. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a deck in a rear yard having a 22 foot rear yard setback, 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 267-13, motion was offered by Member Schneider, seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the Survey/Site Plan prepared by Barrett, Bonacci & Van Weele, P.C., dated February 6, 2001, last revised 4/23/14 to "add proposed deck only" and the two untitled pages of construction drawings of the proposed deck. CONDITIONS: 1.The deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3—lune 19,2014 ZBA46754—Schumacher SCTMN 1000-110-5-49 Vote of the Board. Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes This Resolution was duly adopted(5-0). Leslie Kaned weisma Chair erson Approved for filing /, /2014 i'BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson Si 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. . �p� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoCU l Southold,NY 11971 yUMy,N http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD p Tel.(631) 765-1809•Fax(631)765-910 E C E SEP 2 9 2021 September 5, 2021 TOWN of sours iso Douglas McGahan P.O. Box 602 Cutchogue,NY 11935 Re: De Minimus Request, File#6754 Schumacher, 980 Southern Cross Road, Cutchogue SCTM No. 1000-110-5-49 Dear`Mr. McGahan; We are in receipt of your correspondence dated September 14, 2021 requesting a de minimus approval for the above referenced ZBA determination granting a deck addition attached to a single-family dwelling. In your.letter,you explain the need to extend the existing deck in order to.access the exterior,from the recently added master bedroom extension. The extended deck will be the same distance from the rear property` line as the existing deck that was previously granted a rear yard setback variance by the Board of Appeals (ZBA File-#'6 754 June 19,2014). I reviewed your letter, the submitted plans, and the Zoning Board'of Appeals prior determination and, since the deck expansion will not increase the degree of nonconformance of the approved rear yard setback variance,will not create a nonconforming lot coverage and no additional non-conformity will be created, I Have determined that your request is de minimus in nature Please be advised that the condition that"the deck shall remain open to the sky"will still apply. Please I ubmit one full set of signed and sealed plans and contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Si ce, y, Leslie Kanes Weisman Chairperson cc: Michael Verity, Building Department or September 14,2021 Douglas McGahan P.O. Box 602 � �`4� Cutchogue, N.Y.11935 , �Q21 PO��15 Zoning Board of Appeals Town of Southold 53095 Main Road,P.O. Box 1179 Southold,N.Y. 11935 ; Zoning¢pa•rd dNkppeals: :1 am'=wriii�ig you to request a letter of de minimus for the extension ofa deck that we received a ,•variance for regarding an insufficient rear yard setback,ZBA file#6754. The new proposed}extension to the existing deck is to access the exterior from a recently adc(ed master '••bed room extension.The extended deck will be the same distance from the rear property lint;als the ,existing deFk which was approved in variance#6754 and will not violate any other property One, setbacks and will-not-exceed the lot coverage. The owner, Roy Schumacher,,since the completion of his master bedroom extension,2 months ago has undergone surgery for pancreatic cancer and is about to start chemo therapy.If we had to go through a complete variance to ask forthe same relief that was previously granted,the deck extension would not 'happen until spring and I am not sure_he would be here to enjoy what life he has left on his deck. Thank you for ur consideration, Douglas McGahan Agent/contractor (631)445-4763 dougmcgahan@yahoo.com Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors This certification is onl f zit ei d o�r js Tat-certification of title,zoning or freedom of encumbrances Said certifications shall run only to the persons and/or entities listed herph dPAM r sf�rI a 'a'e entities or subsequent owners SEP 1 3 2021 44 RUJIDING DEPT. I TO 11VIN OF S01711OLD I � TAX LOT 24 TAX LOT 25 I WALL 100.189 00.1 8• 1 5'E O 9'N S 35-43050" E -- WALL �� —®�— —— MONUMENT 0.4'S —— FOUND ON LINE MONUMENT FOUND 0.6'S ISIL MASONRY WALL 0.7'W . . .. .MASONF2Y •." " ASG,. I " • • .'.'. .UNIT. . 31.0' p 33.2' I M N 3 C4 O v (d 0 a: r o I M I 3.0' I 1 STORY DECK ',MASONR,Y' 3 DWELLING u�j � NO. 980 I /� li 0 o ' U J 2 (0X MASONRY 3 ~ a0 V) MASONRY BORDER N3 w w WALL ��N I 0 W a: 0 W n: O 26.2' BITUMINOUS DRIVEWAY I C4 L' MASONRY • O I MASONRY.' ' ' • • BORDER �F I r a MASONRY WALL Z Or I 1 -� o 100.91. _ - -j77— a. W N 39059930 A\,IF-14Uc lM SURVEY H0LD04 VIEW SURVEY The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection offences, retaining walls, pools,patios,planting areas,additions to buildings and any other construction Subsurface and environmental conditions were not examined or considered as a part of this survey Easements, Rights-of-Way of record, if any,are not shown Property corner monuments were not placed as a part of this survey © 2021 BBV PC Barrett Tax Map: DISTRICT 1000 SECTION 110 BLOCK 5 LOT 49 B®nacd & Ma of: PROPERTY Unauthorized is a viol ti or addition to ®� P this survey is a violate ection Van Weele� PC -- -- 7209 of New York e Educ law Map Lot: Map Block: Engineers m Surveyors a Planners Filed: -- No.: -- County: SUFFOLK 175A Commerce Drive Hauppauge,NY 11788 T 631 435.1111 F 631.435 1022 www bbvpc.com Situate- CUTCHOGUE,TOWN OF SOUTHOLD Certified to Title No -- Revision By Date Copies of this survey map not bear- ELLEN SCHUMACHER ing the land surveyor's embossed ROY SCHUMACHER seal and signature shall not be con- sidered to be a true and valid copy Surveyed 6y- B.S. Drafted by: A.V.R. Checked by C.W. project No. A010099A Scale' 1"= 20' Date' JULY 14 2021 K\Da01\A010099\DWG\A010099.dwg,TIRE SURVEY,7/19/20213.42 49 PM,Barrett,Bonaca&Van Weele /AVR SITE DATA SCTM 1000-110-05-9 LOCATION: AREA: LOT %: REMOVE: FILL: PROPERTY 12703.1 SQ. FT. 0.29 acres ESTIMATED DISTURBANCE r EXISTING HOUSE 1844.6 SQ. FT. 14.5% - - M C H- EXISTING PORCH 32.5 SQ. FT. 0.3% - _ Design Services EXISTING DECK 320.0 SQ. FT. 2.5% - - PROPOSED DECK EXTENSION 299.0 SQ. FT. 2.4% 2 CU. YD. 1 CU. YD. www.mchdesignservices.com phone: (631)298-2250 TOTAL 2496.1 SQ. FT. 19.7% 2 CU. Yb. 1 CU. YD. michael@mchdesignservices.com MEETS AND BOUNDS BY: BARRET, BONACCI & VAN WEELE, PC N 89059'47" E 130. 790' SURVEYED: 02/06/2001 SILT FENCE � --------------------------------------------- AV -- --------------------- --------- _ O N m7a CONCRETE \) TOP \'I ('i i WASHOUT % SOIL iLu v O \ % z I� {-- U I� ch I 17.7, Z A i 23.0 i SNIINDS G�'j, W C7 SUN i PROPOSED DECK M i � SUN EXISTING DECK i EXPANSION i C i 0W O 18 0 tt ---- ; .4' W .•.J � V W 0 - - O Z -P' DO < z w �► tn Pq 1:4w w O 0 U H 0 V) SOU EXISTING 1 STY. HOUSE rn V) z C:) Fq 0 o°°, U 0 0 0 0 EXIST. co w---* 0 29.3 PORCH O Q 0 Bldg Dept copy from ZBA Q Final reviewed do ents ZBA File 75 Date: / / C. o EXISTING <�`�lay M uA /oJ M ASPHALT 0113 DRIVEWAY SEP 2 8 2091 DRAWN BY: MH 7/3/2021 CONSTRUCTION ENTRANCE SCALE: SEE PLAN S 90°00'00" W 123 . 280' 0 NEtNy SHEET NO: 0 5 0 U T H E R N C R 0 5 5 R 0 A 1, w . :. 72 0 SITE PLAN Aga Sj°`'�' SCALE: 1" = 10'-0" M C H Design Services www.mchdesignservices.com phone: —- — - - - — — — - - - - — - - (631)298-2250 - - - - —- - — — email: - michael@mchdesignservices.com io - - - - - - I ' ll I -E:M 1111 11 11 11 LO I lyl 1 11 IIYVV� L- 1 11 1 11-11 1 ill 1 11 I 'll I I I I rM I I I - � z 0 w I I L < Z A NORTH ELEVATION w o 9 SCALE: 1/4" - V-0" ' ! , Q Pn O 6L1 � En O � zz www Uro o x � V Hill- - - - - 0 0 � Bldg Dept copy from ZBA Final reviewed docurpents ZBA file Date: I Tl 1h^/ / Vfl YVI�r�ihn t�/� � �Nf3 T T 1:�±2 DRAWN BY: MH : 7/3/2021 EAST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = V-0" F NEIN SHEET NO: r EE 0 Gj }" Off, W n " uj tP� 725 2 A --------, 1 1 21'-0" :231-01' EXISTING DECK PROPOSEd DECK ADDITION M C H 7'-011 7'-011 71-011 U H ' Design Services 1'-0" 1'-0" 1 - ' — — — — — — — — r— — — — — — — — — — — — — — — — — — — — -I I _ — I — - o www.mchdesi-qnservices.com EX.(2)2X8 GIRDER ''I (3)2X8 ACQ GIRDER (3)2X$ACQ GIRDER (3)2X8 ACQ GIRDER _ phone: 0 1 I i (631)298-2250 I email: ' REMOVE STAIRS ; 00 p michael@mchdesignservices.com ON SIDE Qin RE-BUILD PER00 I FLOOR PLAN N W I (WRAP AROUND) O EXIST. ' 8"X3'PIER O I ", a I, (3)2X8 ACQ GIRDER a (3)2X8 ACQ GIRDER a (3)2X8 ACQ GIRDER a O EX.(2)2X8 GIRDER 'I U ' V 000 = '/ //// I I I a� O ' /EXI ------- I X @ , , STING STOOP 1 Z p N , TO BE REMOVED c N 2X8 ACQ LEDGER,FLASHED W ° I- U LEDGER BOARD TO BE FASTENDED I ; TO BUILDING WITH TIMBERLOKO SELF-COUNTERSINKING SCREWS /r+. BY OLYMPIC MANUFACTURING W P q (2 SCREWS @ 32"O.C.) ClIK 0 Amo W 0 F-- w FOUNDATION PLAN r 0 0 SCALE: 1/4" = 1'-0" ^ C.� w � zz Bldg Dept copy from ZBA W w w Final reviewe�documents {� u < )je0I --------,; 0a e: / 1 �S l \^,i1uC �r•'ir�■ Fq -0 I01PAV,1 r��5(�c, U � o 23' " 1113 V)11KU z C:)W -- ---------------------------------------------------------------------------------------------------------------- , 1 1 I 1 1 , , CD a PROPOSED DECK ADDITION I I I I I I EXISTING DECK 5/4 DECKING ; 2X8@16"OC ' 2X8 LEDGER (3)2X8 ACQ GIRDER ° FLASHED I I 1 .c , ' 12"dia. ,12"dia. O 1 , , DRAWN BY: MH C'n • CC PIER "`� PIER d: A •e,.• •o.•• i ° BOTTOM OF PIER TO BOTTOM OF PIER TO ; ' 7/3/2021 , c BE ON UNDISTURBED SOIL BE ON UNDISTURBED SOIL ' SCALE: SEE PLAN I I o , CROSS SECTION A EX. KITCHEN �dFNEtti� SHEET NO. SCALE: 1/4" — 1'-0" I I EXIST. `J" EX. OFFICE S� �� R`�o��� r— ca. W m s a Ell PROPOSED FLOOR PLAN �`� ° RpFES O SCALE: 1/4" = 1'-0" SITE DATA SCTM 1000-110-05-9 Pl� LOCATION: AREA: LOT %: REMOVE: FILL: APPROVED AS NOTED PROPERTY 12703.1 SQ. FT. 0.29 acres DATE: B.P.# A-iESTIMATED DISTURBANCE C i-E FEE: &qw BY: EXISTING HOUSE 1844.6 SQ. FT. 14.5% M C H NOTIFY BUILDING DEPARTMENT AT 0 C(-1!j FAN11 r1j,"11 765-1802 8 AM TO 4 PM FOR THE EXISTING PORCH 32.5 SQ. FT. 0.3% Design Services FOLLOWING INSPECTIONS:' 1. FOUNDATION - TWO REQUIRED EXISTING DECK 320.0 SQ. FT. 2.5% FOR POURED CONCRETE WATER RUNOFF PROPOSED DECK EXTENSION 299.0 SQ. FT. 2.4% 2 CU. YE). 1 CU. Yb. www.mchdesignservices.com 2. ROUGH - FRAMING & PLUMBING IT i- STORM Wr 3. INSULATION PURSUANT TO CHAPTER 236 phone:(631)298-2250 4. FINAL - CONSTRUCTION MUST OF 1HE TOWN CODE. BE COMPLETE FOR C.O. TOTAL 2496.1 SQ. FT. 19.7% 2 CU. YO. I CU. Yb. email: ALL CONSTRUCTION SHALL MEET THE michael@mchdesignservices.com REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR MEETS AND BOUNDS BY: BARRET, BONACCI & VAN WEELE, PC DESIGN OR CONSTRUCTION ERRORS. N 89059'47" E 130. 790' SURVEYED: 02/06/2001 SILT FENCE ---------------------------------------------------- C', L Y W I':-H A L L C E3 0 YORK S-TATE & TOWN CODES 0 j o m A'S REQUIME-D AND CONDITIONS OF WASHOUT SOIL CONCFETE TOP I N j O & 76ZSOUTHOI 1)TR'A'P,Z3A lui SOUTHOLD TOS IN PLANNING BOARD LL SO'JHOLD T"+ $'TRUSTEES MZ A DEC 7.7' 23.0' SOMME GS (P j � L 0 j 'SFR SUN A PROPOSED DECK V) 0 EXISTING DECK j EXPANSION i W Cn 44 0 0 18.4' 0 0 z 0--h t..n w UJI 01- � 0 0 V 0 0 EXISTING 1 STY. HOUSE rn (n irt,00, z C) C) 00 0 0 0 �-- V 0 10MINAlft 0 -- 0-4 - EXIST. 00 0 2-9 PORCH O Q 0 0 EXISTING L6 ASPHALT DRIVEWAY D S F P 1 3 2021 DRAWN BY: MH 7/3/2021 CON57RUCTTON T0'XN OF S013170',') ENTRANCE SCALE: SEE PLAN S 90000'00" W 123 .280' SHEET NO: 0F ElN 5 0 U T H E R N C R 0 5 5 R 0 A AEW SITE PLAN SCALE: I" = 10'-0" SS\ I M C H Design Services - www.mchdesignservices.com phone: (631)298-2250 — — — — _ — — _— — — _ — — _— — — — — — — _ — email: = michael@mchdesignservices.com CD — — I TyhLr"�JIFP I I IrYPT 11 1 111111 Hill I I I I I I I I I I Hill III A NORTH ELEVATION w o SCALE: 1/4" — V-0" LA LA t , 1 0 AL1 � C� w O � r zz � z Www U � o cry o x 00 Hill 111 11 1 � U - Hill I I I I LI DRAWN BY: MH 7/3/2021 EAST ELEVATION _ SCALE: SEE PLAN SCALE: 1/4" = V-0" EVV SHEET NO: CO w 2 �Fp 0725 10 FESS A (� I 21'-0" ' 23'-0" EXISTING DECK PROPOSEb DECK ADDITION M C H 1r_Orr 71-01' : 71-011 71-011 Design Services - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX.(2)2X8 GIRDER ''I i (3)2X8 ACQ GIRDER �% (3)2X$ACQ GIRDER (3)2X8 ACQ GIRDER �% www.mchdesignservices com - - - - - - - �� ; I phone: (631)298-2250 I I email: REMOVE STAIRS ; 0� o michael@mchdesignservices.com ON SIDE v co X i RE-BUILD PER `" i X I j` I�I/� FLOOR PLAN EXIST. w I X� (WAP AROUND) i N I O O I 8"X SPIER , ' I cM (3)2X8 ACQ GIRDER a (3)2X8 ACQ GIRDER a (3)2X8 ACQ GIRDER EX.(2)2X8 GIRDER ''I� --0� oo ; EXISTING STOOPLO cu TO BE REMOVED , co 2X8 ACQ LEDGER,FLASHED w I � ERW - -'} LEDGER BOARD TO BE FASTENDED U TO BUILDING WITH TIMBERLOKO SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING < Z D A --------; (2 SCREWS @ 32"O.C.) W 1O Q g O ~ 0 cin FOUNDATION PLAN W0J rr r SCALE: 1/4" = 1 -0rr �j U W < z W � W � � H c , O 23'-0" l O V -- -------------------------------------------------------------- ------------------------------- ----------------------------------- o I I --. cn I +I ' o PROPOSED DECK ADDITION S/4 DECKING EXISTING DECK ' 2X8@16"OC i 2X8 LEDGER (3)2X8 ACQ GIRDER °.6 FLASHED I v r12'da.12"dia. ' ' DRAWN BY: MH CONC. ' I rMPIER 4b 7/3/2021 e BOTTOM OF PIER TO BOTTOM OF PIER TO , ' � BE ON UNDISTURBED SOIL BE ON UNDISTURBED SOIL � � o ' SCALE: SEE PLAN ,4 --- -- CROSS SECTION A EX. KITCHEN o ( EVV SHEET NO: SCALE: 1/4" = 1'-0" EXIST. EX. OFFICE �Q ? ,.�?ko s Iz LLI Zd PROPOSED FLOOR PLAN- 07252 SCALE: 114" = 1'-0" AROFESS� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION,FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INS-RUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �- 4-MAX \� 4'DI4 h1A%IMUht � i 4-DIA MAXIMUM MIIJ• __ GIRDFR/HEADER POST Design Services Z_ E o . POST/COLUMN z 12",12'x12- Www mchdeslgnservices.com 2"l CONCRETE FOOTING phone' (631)298-2250 email DECK POST FTG CONNECTION michael@mchdeslgnservices.com POST TO GIRDLOCATION USP NUMBER UL—IFTION APPLICATION STAIP RAILING DECK/PORCH RAl11NC 4X4 POST PAU44 OR\Y'E44 POSr;NLAM ANCHOR AIPL1'TIJ EACH FOOTING E0./HEADER CONN CTION 6X6 PLY TO EAIH FO)TING USE MIN(2)1/2 DIA GALV BOLT WITH WASHERS AND NUTS POST O0.WE66POST/FLAM ANCI IORAI 11/2-SPACE MINIMUM HANDRAILS GIRDER V POST Z GIRDER/HEADER L (IALl15TER5 0.1M/DECK)01ST POST/COLUMN O CONCRETE PIER OPEN PALUSTEP. ATTACHED TO WALL —, HANDPAILL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST TO DECK,CONNECTION HEADER/GIRDER-TO-POST CONNECTION E`�1 ESL OF THE STAIRS HANDGRIPPORTION OF ALL ANDPAILS N APPLICAI iON SHALL NOT BE LESS THAN 1-II-/4'NOR MORE THAN 2'IN LOCATION USPNUMBER DESCRIPTIO C0.055 SECTIONAL DIMENSION.OR THE SHAPE SHALL USE MIN.(2)1/2'DIA GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO DOST/COLUMN CONNECTION (3)BEAMS PAU66 O0.WE66 POST/BEAM ANCHOR APPLY TO EACH PIEF ku�a FLASHING TUCKED UNDER Lu r1� O /TOP PIECE SIDING AND O TAPPED OVERR FIRST CONTIN W GIRDER/HEADE0. 0 PIECE OF SIDING BELOW UNDISTURBED SOIL 2-1/2-DIA LAG BOLTS W/WASHCRS LAY PLASTIC BASE DIRECTLY ON E W /CONNECTED TO BLDG.®32"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE — J FITC TUBE AND PLUMB 2"P4 STAIR TREAD n POST/COLUMN BRACE TUBE FILL AS PER MANUFACTURES' 2"T, RIM BOARD STRINGER o FLOOR FRAMING 2x JOISTS n1-111=III= 'III=III=III=III=III=III_III=111-III=11 I�1 BLOCKING FOP J015T HANGER ^ l POST-TO GIRDER'HEADER CONNECTION LAG BOLTS LOCATION USP 14UMBER DESCRIPTION APPLICATION RIM 101ST/BD. v ! O V 414 SOLID COLUMN PB544/Pb:E44/KC44 POST CAN ANCHOR APPLY TO EACH COLUMN �• DISTVPRED/POOR SOIL 6x6 SOLID COLUMN FBSt,o/Fb SE 66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4.6'LAYER OF CRUSHED STONE OR L STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STI N 1/2 H.C.ANCHOR APPLY TO EACH COLUMN DECK(PORCH LEDGF0.CONNETION GRAVEL Ar.o,nA� LEVEL AND COMPACT BY HAND W LAY PLASTIC BASE ON COMPACTED GRAVEL O a V LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES INSTRUCTIONS 1 lu=ltl=111=III=111_111=_111_111=111=III= �� ...III...III...III... III_..III_III_..III=III_III-11 a WOOD JOIST JOIST CONC PIER FOOTING Q BIC 'FOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION WOOD JOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN .sS Iro 4eoi •E�,• GIRDEWHEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS.1 TI IAT PR ESCPI8FD IN THE CODE. 'Ell 1111 THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3'o' °i,`°a a 21 f4 nAv FLUSH JOISTS\VITH HEADER;GI0.DF0. ACCEPTABLE FOR USE IN N Y.S BASED UPON ICBO EVALUATION SERVICE REPORT ER 5495 AND SUBJECT TO THE CONDITIONS THEREIN +t Ls �••rl ALL IOISTSCONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADERLIRDER THE PROPER STEEL CONNECTOR IF ABLE.SET FI0.JOISTS APROX 1/4-HIGHER THAN LVL HEADERS ' USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE 1CSITTOGIRDERHEADER RTICJ —0—ANCHOR CONNECT TO EACH JOIST _ I I I DRAWN BY: MH HANDRAIL NOTES DECK 6 PORCH NOTES. CUMATIC 6 GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE All required handrails shall be of one of the following types 1)Unless otherwise,-d.all framing material to Le Ni ACQ prc«ure healed umber CROON WIND SEISMIC FROST WINTE ICE181EID NAIL NAIL 7/3/2021 or provided equwalenf graspabi!ity. All fasteners.hangers and anchors[o be g.....II I.or'I l mess steel. IN SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYINEN FLOOD JOINT DCSCRIPTION Qry SPACING NOTES HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED J0IST TO PER TOE I)Type 1.Handrails with circular crop section shall have an 2)Guderz/or deck joist,to be belted or anchored to each post or pier wi!h washers anA nuts 4-Bd COMMO P.E.,diameter of at least 11/4 inches and not greater Girders on concrete pier,shall be anchored with proper steel connector anchored MODERATE SIGHT TO 51L1 TOP PLATE OR GIRDER JOIST NAIL SCALE: SEE PLAN with a minimum 1/2'dia,T Jon h bolt with wa,hers and nuts 20 PSF 130 B SEVERE 3 FT. TO HEAW W DERATE 11 NONE - B1`.I DGING 2.gd COMMO LACH l OE tl ion 2 orches.If the handrail,s,wt circular it shall have a o concrete q arc or perimeter dimenuon of at least 4 Inches and not greater nt TO JOIST END NAIL 3).Posts supporting girders shall be anchored to a I2'xl2"X12'thick concrete footing Then 6-1/4 me he,with a maximum cross section o1 BLOCKING . EACH TOE ed.--,or 2-v4 mine:. u,e a mimm9m t/z'ala x r long anchor boR wim wa,ner and nm,Footing, UI shoo CODE:2020 IRC.2020 NYS UNIFORM FIRE AND BLDING CODE 2"o)olsT 2 Bd COMMO END NAIL oe 4 ft.below grade. BLOCI.ING TO EACH TOE 6d GQMMQ SHEET N O: 2)Type 11.Handraih with a perimeter greater than 61/4 4)DecL)Dist,to have Mocking at 8'0 o.e. SILL OR TOP PTO BLOCK NAIL inches shall prov,de graspable finger recess area on both LEDGER STRIP EACH FACE sides of It,e profile The finger recess shall begin with a 5).A minimum of 101nch flashing,hall LIB-tolled between the building and ledger. To BEAM 3-16d COMMO JOIST NAIL dl5tance of 3/4 inch—1—d wrt-tly—me tanea Ledger m be foamed m bidding wim v2'dia bon,wnh washer,and nil, SOIL COMPACTON: portion of the profile and achieve a depth of at lea,t 5/16 31 16'o.c. 11 CONTRACTOR TO PPOVIDI SOIL TEST TO VLRIFV EX15TIIG CONDITIONS MINIMUM 3o 1 JOIST ON LEDGER 3-Ed COMMO pER TOE To BEAM 101ST NAIL inch wuhin]/8 inch below the widest portion of the CAPACITY profile The required depth shall continue for at 1-1318 6).Concrete piers shall be a minimum 6'above glade. BAND 101ST 3 16d COMMO PFR END inch to a level III wt less than 1.3/4,,rhes below the 2)NE\V FILL TO BE CLEAN OF ORGANIC MATERIAL CONTACTOR TO VERIFY EXISTING SOIL TO 101ST JOIST NAIL tallest pol—of f11e profile The m,mmin,width of the IL All joists to be mp,HO with hangers anA anchors.Each Jnnt,nall oho be nechnretl CONDITIONS PRI00.TO Flll REMOVE AND ADD ADDILUN4L TILL AS NEEDED BAND JOIST TO PER handrail above the recess shall be I-1/4 inches to a 10 girder(,) 'ILL. ILL OR TOP PLATE 2-16`1 COMMO FOOT TOE NAIL 3)COMPACTION OF NEVI TILL SHALL BE AT LEAST 95:i•PR<TOR DENSITY(PFR ASTM D 69P of 2 3/4 inches Edges shall have a minimum B).U,e timp,on hangers and anch......th Z MAX trip;:le prolr.ii,e coming or equal AMID ASTM D 155))COMPACT THE SOIL AT 12'LIFTS UrPICALI CONTRACTOR TO HAVE adxvmof 0 01 inches For any contact with ACQ FILL TESTED BY A PROFFfSV—Ai ACI—FOR<Ont11-1 A-3