Loading...
HomeMy WebLinkAbout49428-Z ao��g�EFOt,fcoGy� Town of Southold 12/19/2023 P.O.Box 1179 , 53095 Main Rd �y0 ao�F}Pr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44830 Date: 12/19/2023 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 7630 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-5-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2023 pursuant to which Building Permit No. 49428 dated 6/28/2023 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: "as built" deck addition to an existing single family dwellin ags applied for per ZBA#7773, dated 5/18/2023. The certificate is issued to Calcaterra,Regina&Ciarvino,Todd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED th ed ignature 70 q =;� TOWN OF SOUTHOLD ¢�SoOFEQL,�Cp . BUILDING DEPARTMENT TOWN CLERK'S OFFICE H x� Woy • 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#: 49428 Date: 6/28/2023 Permission is hereby granted to: Calcaterra, Regina 250 Oak Rd New Suffolk, NY 11956 To: Legalize "as built" deck addition to an existing single family dwelling as applied for per ZBA#7773 approval. At premises located at: 7630 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 87.-5-16.1 Pursuant to application dated 6/26/2023 and approved by the Building Inspector. To expire on 12/27/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $716.00 CO-ADDITION TO DWELLING $50.00 Total: $766.00 Building Inspector R�HITECT MARK SCHWARTZ&ASSOCIATES 28,19:5 .\-dain Road• PO Box 933•Cutchofiuc, NY 11935 —_---- — 631.734.4185 1 www.nik.architcct.com December 06,2023 E v E " " E DEC - 6 2023 Southold Town Building Department 54375 Main Road Buildings DePar"Ont Southold,New York 11971 Town r''Southold Re: Calcaterra&Ciaravino property 7630 Main Bayview Road Southold,NY To whom it may concern, I have been on site during the construction phase for the 16 x 24'-9" +/- new deck project. The deck foundation and construction were completed as per plans and to the best,of my knowledge, the work completed meets or exceeds NYS code requirements. Please call this office with any questions you may have. Sincerely, s L Mark Schwartz AM FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) �y ------------------------------------- COD h FOUNDATION (2ND) t� �I o y ROUGH FRAMING& PLUMBING INSULATION PER N.Y-. 1 STATE ENERGY CODE �cn �v t y3 FINAL ADDITIONAL COMMENTS `7 13 2 3 `7(a0-0 be -co rc.c t z �m ►d V H \O H C t�J b H r �45uff°tkcp TOWN OF SOUTHOLD—BUILDING DEPARTMENT � o Ga Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 https://www.Southoldtownn . Date Received APPLICATION FOR BUI 93"" For Office Use Only [I c��/� � I B Q U V s / LJ La PERMIT NO. Building Inspector:C ; �- r MAY .2 6 2023 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.. - . Ir Date: Q S 2(o Z OWNER(S)00 PROP RTYi Name: Eo ca I C I �12 aT�j_ m#1000- 57, 045 , Project Address:..76 30 MAA &AVIEo) M . $U J L--! Phone#: Email: Mailing Address: , ONTACT.PERSON: ---------------------- Name: 4(,,J ScHv)k(zj:7-- ..4rzcf4.jlr,�rZAGF-11JT- Mailing Address: v 93 f Phone#: I ( �44 0 Email:y�ksarcV i C o -tOvl (.^G . x o. DESIGN PROFESSIONAL INFORMATION:. Name: S a Mailing Address: Phone#: Email: CONTRACTOR INFORMATION:- Name: © 144 j Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 12rO 09 $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? r(es ❑No 1 i l PROPERTY INFORMATION Existing use of property:7,N( e �1 ".f Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to / I,',, this property? ❑Yeslo IF YES,PROVIDE A COPY. O Cl eck Box Aft"Reeding' The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION 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 construction 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 building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law. Application Submitted By(print name): I ' X'T Author' ed Agent ❑Owner Signature of Applicant: Date: zoo Z Z STATE OF NEW YORK) SS: COUNTY OF U L, (�- - TIL✓ T� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,4gent, 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 of , 20 4- VA �J Notary Public TRACEY L. DWYER PROPERTY OWNER AUT HORIZATIOW TARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,45* Todd Ciaravino I, residing at 7630 Main Bayview Rd., Southold NY 11971 do hereby authorize Mark Schwartz to apply on my behalf to the Town of Southold Building Department for approval as described herein. —067!w 8/30/2 2 Owner's Signature Date Todd Ciaravino Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 29, 2022 TO: Calcaterra, Regina 250 Oak Rd New Suffolk,NY 11956 Please take notice that your application dated August 31, 2022: For permit: to demolish and construct a new accessory garage and legalize an"as built" deck addition to an existing single family dwelling at: Location of property: 7630 Main Bayview Road, Southold,NY County Tax Map No. 1000—Section 87 Block 5 Lot 16.1 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this conforming 62,068 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear The site plan shows the proposed accessory garage to be located in the front Lastly,the "as built"deck addition to the existing single family dwellingis s not permitted according to the Bulk Schedule which states conforming lots measuring 40,000 square feet or more in size require a minimum rear yard setback of 50 feet. - 1 The site plan shows the deck addition having a rear yard setback of 46.4 feet. orized Si'g-natfj 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. t, BOARD MEMBERS Southold Town Hall S0 53095 Main Road • P.O. Box 1179 Leslie Kanes Weisman, Chairperson Patricia Acampora �, � Southold,NY 11971-0959 Eric Dantes ; Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,NY 11971 CEIVED http://southoldtownny.gov J�`"�'` '�"CLV-", v' ZONING BOARD OF APPEALS �P r, - �23 5 `C23 TOWN OF SOUTHOLD a4 v MAY Z Tel. (631) 765-1809d T `.tnn C I e r FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 18, 2023 ZBA FILE: 47773 NAME OF APPLICANT: Regina Calcaterra PROPERTY LOCATION: 7630 Main Bayview Road, Southold, NY. SCTM#1000-87-5-16.1 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under- the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated February 15, 2023, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 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. PR OPERTY FACTS/DESCRIPTION: The subject property is a conforming 62,068 square foot lot located in "he Residential R-40 Zoning District. The northerly property line measures 321.22 feet then runs southerly 13.28 feet then measures northeasterly 150.06 feet, the easterly property line measures 115.82 feet and is adjacent to Main Bayview Road,southerly property line measures 490.00 feet and the westerly property line measures 77.32 feet. The parcel is improved with a two-story frame dwelling with attached deck in the rear- of the dwelling. There is an existing old garage in poor condition located south of the residence with a small shed attached for the pool mechanicals. The in-ground swimming pool is located southeast of the garage as shown on the survey map prepared by Angelo Joseph Cecere, LS, and last revised July 31, 2020. The survey also includes the merged lot(two parcels) that increased the applicant's lot and allowed the establishment of the current address and driveway entrance to the property from Main Bayview Road.instead of the former access from Koke Drive which is a private road, BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124 and the Building Inspector's November 29, 2022 Notice of Disapproval based an application for a permit to dernolish and construct a new accessary garage and legalize an"as built"deck addition to the single-family dwelling; 1) accessory garage is located in other than the code permitted rear yard; 2) deck addition is located less than the code required minimum rear yard setback of 50 feet; located at 7630 Main Bayview Road, Southold, NY. SCTM#1000-87-5-16.1. RELIEF REQUESTED: The applicant requests variances to to dernolish and construct a new accessory garage and legalize an"as built" deck additions attached to an existing single-family dwelling. The proposed accessory garage, Page 2, May 18,2023 #7773, Calcaterra SCTM No. 1000-87-5-16.1 on this conforming 62,068 square foot lot is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The site plan shows the proposed accessory garage to be located in the front yard. The"as built" deck addition to the existing single-family dwelling setback 46.4 feet from the rear yard property line is not permitted according to the Bulk Schedule which states conforming lots measuring 40,000 square feet or more in size require a minimum rear yard setback of 50 feet. ADDITIONAL INFORMATION: Originally the dwelling was located on a single lot with two front yards. In 2020 the parcel the house is located on was legally merged with the front yard parcel located on Main Bayview Road. The combined parcel now has three front yards which necessitates variances. The driveway entry will now be located on Main Bayview Road as is the new address. Previously Koke Road(a private road with access to a private easement) was the address and access to the old garage. Koke Road will no longer be used, and the new garage will line up with the entrance from Main Bayview Road. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 4,2023 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 variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new garage will be located off Main Bayview Road and will have a more pleasing look to the neighborhood and enhance the character of the area. The new detached garage will be the same square footage as the old garage, but shifted closer to the easterly property line in the same non-conforming yard as the old detached garage. The setback from Main Bayview, the primary road frontage, will be well over 200 feet and will have no visual or other impact on the road or adjacent properties. The"as built" deck that is attached to the dwelling gives a more pleasing esthetic look to the residence and is not visible from the primary road frontage. 2. Town Law §267-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 unique configuration of the property with three front yards makes variance requests necessary. The existing "as built" deck requires a 3.5-foot variance on a 1.5-acre property in order to architecturally line up the deck with the length of the rear elevation of the existing dwelling. 3. Town Law §267-b(3)(b)(3), The variances granted herein are mathematically substantial, representing 100% relief for the proposed new garage and the variance request for the "as built" deck at 7.2%. However, due to the uniqueness of the property with three front yards it is necessary to request these variances. 4. Town Law §267-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 §267-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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of building a new detached garage and legalizing an "as built" deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. t Page 3, May 18,2023 97773, Calcaterra SCTM No. 1000-87-5-16.1 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 Acampora seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans (Sheets S-1, A- 1 & A-2) prepared by Mark Kevin Schwartz, Architect, and dated December 22, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The "as built" deck shall remain open to the sky. 2. The applicant must apply to the Building Department for a building permit for the "as built" deck within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a building permit in the time allotted. 3. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" deck and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of Occupancy in the time allotted. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a.Stop Work Order, 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, demolitions, or demolitions exceeding the scope of the relief granted herein, 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. IIViPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not Page 4, May 18,2023 #7773,Calcaterra SCTM No. 1000-87-5-16.1 to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0). eslie Kanes eisman, Chairperson Approved for filing ,%� /2023 Y � 19.3 ''� -17'" i'�7'O a IM :�v�� 1 � ~` "^•.`-1�`~^ ` 13 15 To %J,tb •2A so 21 21,7 t r 26 -17R7rJ 8AAKID t i iiI ` o z vp \ t { 11.3 �� ��. FOR UNITS SEE SEC.087.01 _ 23 ,' THE COVE AT SOUTHOLD n$ (COMMON AREA) �����.� �-y. 21.9 ff 11.4101 `i. "__ - - •'"1''� � e1 --�:.-�..'v ems,.-r�°'-�r 2i.1� r � i ,a• f, IN r .mi �s9 e. : -v� 111Pnn Rf 11119'' 0.1� �, ti / ��� ,tiOI�Mf�laYfl MAIGn rr1�W qr r� rv.. r. / W / LAND F MARIA MATHEW O' f MANFRE ZAND rvt c�1 LAND N; F `r EILEEN 6 GARY ZAKARIN N25'56'50`E N24°22'S0"E 150.06 SID M !05 ............r ... � rn wm+c r.o.ae �r Its 35COO � N - -- 30' W1DE PRIVATE RIGHT OF WAY iT5 E PIAN LAND N/F SCALE:1'—20'-0" V r ANTHONY DANIELF '4 I'. r •�. .:1 •_ `, ,.• .tom f�. qw s •� r t . i1 �t� t• t A 1. =. _�, , •.i" * �' �,A: , ,.,� `��� .., y'� � a a ,, y�� •-.,„. y'� '•'.t .R: �?�f"r"i 'r���•J, 'i.� �'� �r �r,,"J1�, ,� 'f��''�f"� 'Y't •y ���+�, !' , f�''r: i � Y�,4� w�•+ 3'/���+ � � i.l � Cit���y/�. i�,v a�1'• .�y� �"}yII - iM' 'L�.F(�.- �j�rJ � ( � !+ t- r. �•�Jr � 1tMMM^^^••• r• �4�1 Rr s � n -r1 �.'it �!► tlp� ,, r + � "": r�Lri! .r; �� •�� t a 4` emu' '% -�►• � ,� s ram' ;�` `+''•K 'r- ;� Y ,..• � �f,� .^ �' � ti -. IT 00 . + .�51 '�� J�/i�1FFl frl L'•��. ` •r.��� •tY � t• � 't .f� r ,i ti\ ;�•t�t f ti �4'^,a • '�• /' •[� of �• y�7, � � '�,w}j�• �t.l y�/ 1 TY$;. �,�. � i S I ��}� ��/'r,? �" y�l'� `9'�• V���.z vu�' 1 � 4- t �5��... �t trT,f `1 6`. 3 J 2'T 11. St tZ �r - r„�- �� �' '•,fir X� ,;�D�l���t--�, � ��I> I lei r r.r ] o d I w • R 00 Az ja It It 41 416 • t '•r/ `s�'� t 1 r• �w1 .����X o. , y,Or^.QpppgXv�O� ;J ,.ter � ,• tiry,.. y`�! f'rr L.,t `�� .. ,¢�. V Aw • ,4. r �y • �� .awe,." eof 411, ' , �� ]��V1'��� , 1 •� '�! .t 1 1 � ,fir �` �'Y •� r j,`3u p � 4 ` T t r. /�. +.�� '. ' •J - mac.~- ' L /+ ��Y c. i-�y_ R a#y�'�,', ♦•� / - -y�J '�✓ � �y.?� i1� .�. -..'7C.T '�' � /��/uj�, � .T. �' (�� !:�X- �, `d'rr•+ r„ff =.� ' ,y'�r,�pa��1}�'.7 �•,4/`,��,+�^ t{ .:, ♦t + rt " �. �•'<< r /Al.'s i� .�.4rL�� ;i �•T •� . s t jj- 41 sA ' - _ n I' •� • �. r', •I ♦ ��r3 � ate,•♦�' r.i/a` .` ♦ at. �.'� , i►.. ► '. ` �• .r of y. ` '' rI"i �,•'.� .1� f1� •'Ar. .��kk �� "c:� ' ^a4' a�'� -ti 'lei.. „� �. a �•p �'�. .. ` f �' .•1r�i �T - •F :w� �r �' �>..♦�.�±i '�,1�� J! �,tr•�' t',: •f � j w� �♦ �. � ro• I- ! j �. y�� .,.Y,i .s1^ f1_�, t M�.�{�-fir'• .(. y ��' _'1 — Yam, / 1 } ,' 1� 1� `{ill �i .•! /I � J' F/1`�1 �' ".Ki ''1 � � .� � 1 } f th�' •I � VIV 'Road APPROVED AS NOTED DATE- 26-2-3 B.P.# q Ifag COMPLY WITH ALL CODES OF FEE: 7106 BY NEW YORK STATE & TOWN CODES L NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 765-1802 8 AM TO 4 PM FOR THE 1r]SOUTHOLD TOWN ZBA '`''' " .,•°t'L.'�"=.b.,. x: FOLLOWING INSPECTIONS: ''„ 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN PLANNING BOARD 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING ` SOUTHOLD TOWN TRUSTEES 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL N.Y.S.DEC a MUST BE COMPLETE FOR C.O. M1 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code f; runcatfloEl - 1Vtay Be Required. 11 1 1 1 I �I I �I I SITE DATA. SCTM No. 1000-s7-05-16.1 Ij w� I II DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 62068.43 SQ. FT. 1.424 acres rr�ll ESTIMATED AREA OF 2000 SQ. FT. V GROUND DISTURBANCE: W i EXISTING HOUSE: 1600 SQ. FT. 2.6% W EXISTING GARAGE: 680 SQ. FT. 1.1 % I EXISTING SHED: 124 SQ.FT. 0.2% O I ' EXISTING POOL: 506 SQ. FT. 0.8% EXISTING DECK: 762SQ.FT. TO REMOVE (4.7%) - PROPOSED DECK: 395.2 SQ. FT. 0.6% 12 CU.YD. 4 CU.YD. O I 6'dia,3'deep DRYWELL Q TOTAL: 3305.2 SQ.FT. 5.3 Q 12 CU.YD. 4 CU.YD. MEETS&BOUNDS BY: ANGELO 1OSEPH CECERE,LAND SURVEYOR SURVEY DATE: OCTOBER 16 2018 rr ll W a I, I ru w o p AND N F L - / M MARIA MATHEW 0 MANFRE ZAND m c-A 0 LAND N/ F ZN25056'50"E 321.22 EILEEN & GARY ZAKARIN QI Let bi u JI O O o 150.06 N24°22'50"E Nv � $ ON m cn v m v Lu TOP ` Ro� 1. soiL W;sn m � M ( v, 0 W 6 ;4 w v PROPOSED DECK O mff I>~ Lu r••, �� }.�V i••1 �+ j EXISTING HOUSE � � � � I U 00POO� IN ROU 1 GROUND IZ r y C I� '! I o I CN Cn 00 W E�'+I u 06 0 3 Ln 490.00 5056'50"W —;, 30 WIDE PRIVATE RIGHT OF WAY D I, LAND N / F II ANTHONY DANIELE x h ■ Y t SITE PLAN , SCALE: 1" = 30'-0" I osR ca "k- 1 + it ,�. ►C � DRAWN: At SCA JOB#: ,�`� 1'� IS , 8/3/2022 J `� ��i" �r SHEET NUMBER: AUG 3 12n99 �- 6 R � � BUILDING DEPT S- 1 i ' I I f 1[IIII:' 1[ lrI'IB l'111L II I Ilf"'III� � �iIn, I� �rI 1I77F Tit I i I I" I III 1 I II n 11' w Q Q o 0 !� o Q op � � w Li 4-4 � Q a o x J M Uj PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" 0 m �, o o, � v � ,1, v 00 4 Lf) V N 4J Q, c '%wd H d V W- O If un cn d IN N 00 ,!IMF x t w 1" �� „�r —;N DRAWN: " a SCALE JOB#: f ,y'. cif 8/3/2022 PROPOSED PARTIAL SOUTH ELEVATION Q ' ...;a•,' SHEET NUMBER: Ilk SCALE: 1/4" = V-0" A- 1 FIT— f --- W Q I Q W O O a O � W z � o i i PROPOSED PARTIAL NORTH ELEV ATION � SCALE. 1/4 1 0 0 m m m o x � � o In w m o ;� O `�° p., V � V 0 °° � V V M �x �n U o in N a) v � r� 3 3'h RAILING EXISTING W 1ST. FLOOR O 5 4 DECKING to 2X8 ACQ 16"OC 6X6 ACQ 111DER ACQ N POST (2)2 (2)2XI0 ACQ GST GIRDER Q' a 12"dia.CONC. EXISTING OPIER(TYP) BASEMENT2'X2'X1'CONC. x FOOTING(TYP) �..,/ CROSS SECTION SCALE: 1/4" = 1'-0° ID DRAWN: SCALE: JOB#: 8/3/2022 SHEET NUMBER: th c .�T A-2 r, i.i,iir p-,..r 711 1171 ,R,,.I.i,'IT I I rm r 7 r , ., la . W Q Q O O a 16'-011 0 r-- --T — — — — — — — — — — — — — — — — — - I I I I I i 1 I II I 1 I L ' L" 0 W 0 IO/I I uu _ 2XB ACQ DJ (@16"OC W I I Q I —�• I o _o W -- -- -- 1 1 1 I I 1 1 1 I 1 1 , , -- --, •-- --, O 1 1 I 1 66 ACQ POST ANCHOREq ; W 1 I I I I I I I t TO 12"dia.CONC.PIER O i 1 1 I 1 1 I i I w I w/2'X2'Xl'FTG 110 1 MIN.3'BELOW GRADE 0 I Qr o I ON UNDISTURBED SOIL V - - - - - C, (TYPICAL) a Vl N EXISTING STEPS TO BE REMOVED d � I Q ' ¢ 1 2X8 ACQ LEDGER BOARD I--i N o o w/GRACE VYCOR FLASHING I N I N I TO HOUSE w/LEDGERLOK FASTENERS @32"OC AND EXISTING Li CONCRETE WEDGE ANCHORS BASEMENT O __ __ @32"OC,STAGGERED p ■ + I 1 I m c v V n re ce i ce , X O V ----- I `� g w I O'I 2X8 ACO DJ (@16"OC 0, a o a) oo o ' OI 04 I N I N I N ry F-- --, .-- --, rn U m FOOTINGS REQUIREDco AS NOTED i ; C O w PER NYS R507.3.1 o71-`11 71-611 r— V 16'-011 W 1ST. FLOOR PLAN . u u SCALE: 1/4 — 1 -0 0 FOUNDATION PLAN SCALE: 1/4" = 1'-0" H d ' DRAWN: SCALE: JOB#: 8/3/2022 F� SHEET NUMBER: 1 4.. �- A- 3 1 I ) f i4 I I I I III WIND LOAD PATH CONN ECTION AN D CONSTR UCTION ON DETAIL DRAWINGS USE THE FOLLOWING O OWING OR APPROVED OV D USP METAL CONNEC TORS PROPER O R WIND RESISTANT CONSTRUCTION. O STRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INS TALLATION IIII INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. I I 4"MAX I I rT1 i 4"DIA.MAXIMUM I i I' II II 4"DIA.MAXIMUM ^ III PO ST n GIRDER/HEADER Z o n o M a • ID POST/COLUMN o' O Z ,. 12"xl2"xl2" r ZD I CONCRETE FOOTING a a M t I O r� I >, I I (^1 III r� DECK P T FTG I I OS .CONNECTION DECK/PORCH CH RAILI NG LOCATION USP NUM BER I) DESCRIPTION APPLICATION S L STAIR RAILING N G I - - 4X4 POST PAU44 OR WE44 POST P /BEAM ANCHOR APP I ST TO GIRDE HEAD CONNECTION LY TO EACH FOOTING� R/ ER CONN C ON 6X6 POST P AU66 OR WE66 POST/ UT MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS BEAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM II I i O I I I HANDRAILS III i I II GIRDER III POST y r GIRDE HEA III I II DE R/ L 0 Q I o P OST/COLUMI9 O � IIII' RIM DECK JOIST BALUSTERS �r O 0 .+,• III CONCRETE PIER o �� ".. T \ OPEN BALUSTER ATTACHED TO WALL v W II i z HANDRAIL CONNECTION � I I ALL HAND RAILS LS SHALL BE CONTINUOUS THE FULL LENGTH Q I IIII I POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN ER BOLTS WITH WAS GALV (2)1/2"DIA LOCATION USP NUMBER DESCRIPTION APPLICATION x II . . . WASHERS AND NUTS CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL USE MIN (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER F-+PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER CD O FLASHING TUCKED UNDER TOP PIECE OF SIDING AND I ILAPPEDOVER FIRST CONTIN. GIRDER/HEADER PIECE F SIDING BELOW II I Ii UNDISTURBED SOIL 1/2" LAY PLASTIC BASE DIRECTLY ON 2-NN DIA.LAG BOLTS W/WASHERS UNDISTURBED SOIL(ORGANICS REMOVED) CONNECTED TO BLDG.(�32"OC LEVEL BASE STAIR TREAD I ' RIM BOARD POST/COLUMN °u FIT CONSTRUCTION TUBE AND PLUMB ° BRACE TUBE FILL AS PERM ANUFACTURES'INSTRUCTIONS N v C STRINGER 1 L" FLOOR FRAMING m d+ � O 2x JOISTS III IIall R , I, - - - - O I �I BLOCKINS FOR ch O JOIST HANGER X O I. POST-TO-GIRDER/HEADER CONNECTION LAG 30LTS LL 0 m LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. o `� c� 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �. tr) v DISTURBED/POOR SOIL Do � \ O STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN GRAVEL LAYER OF CRUSHED STONE OR � HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND it U � ^LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE U m FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE y CC N G Ili FILL AS PER MANUFACTURES'INSTRUCTIONS it e11- II II II _II- III III-III- -III- ,.. STRINGER ]THRU- v) aolrs WOOD JOIST JOIST E=llli P844 POST • i "dla ANCHOR N FOOT ING CO NC,PIER FOO n PIER 16"TREAD 'I ICI' GIRDER/HEADER BIGFOOT SYSTEMS FOOTING FORMI U U !a IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN O CONC.R SLAB WOOD JOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAS T THE EQUIVALENT ENT I N DURABILITY QAND EFFECTIVENESS OF T I .;p HAT CfJ 'Jv a°ala. ••e DECK PRESCRIBED � I PIER ED 1 N THE CODE. CONC. ••� PER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3'•0" ;'• ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORTFmill� y- PIER FLUSH JOISTS WITH HEADER/ IRDER 9".� �•!+4 ER-5495ANDSUBJECTT I O THE CONDITIONS ALL JOISTS CONNECTED THEREIN. DTOAF LUSH HEADER TO BE SUPPORTED WITH IIII . a N a.p• THE PROPER STEEL CONNECTOR. 'P IC D IS D IR ER L E JOISTS OVER HEA ER/G D If ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION 1 TO ALLOW FOR SHRINKAGE. R KAGE. JOIST TO GIRDERkiEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HANDRAIL U L NOTES: II D III. ECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDU LE All required handrails shall be of one of the following types 1).Unless otherwise noted,all framin material to be#1 AC pressure treat 1 g Q treated umber. or provided equivalent P ►Yi p ras abilit . All fasten GROUN WIND SEISMIC II fasteners,hangers C g P Y g rs and anchors to be galvinized or stainless steel. FROST WINTER ICESHIELD NAIL NAIL SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD JOINT DESCRIPTION QTY. SPACING NOTES �I LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 1).Type 1.Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: PER TOE outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE O:GIRDER 4-8d COMMO JOTS-( NAIL MODERATE SLIGHT TO than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 20 PSF 130 B SEVER 3 FT. 11 NONE EACH TOE TO HEAVY MODERATE BRIDGING 2_8d COM perimeter dimension of at least 4 inches and not greater MO 3 P TO JOIST).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. END NAIL than 6.1/4 inches with a maximum cross section of PP g g g. Use a minimum lo ng anchor bolt with washers and nuts.Footings Shall BLOCKING EACH TOE dimension of 2-l/4 inches. 8 COD .E. 2020 IRO 2J20 NYS UNIFORM i z-B FIRE d COMM be 4 ft.Belo AND BUILDING C o �I I w grade. ODE TO JOIST END NAIL BLOCKING TO: 3-16d COMMO EACH TOE 2).Types Handrails with a perimeter greater than 6-1/4 4).Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL inches shall provide graspable finger recess area on both II sides of the profile.The finger reces s shall begin with :Sd P g th a LEDGER STRIP 6- ➢. :'� 'a.,• I g 5).A minimum of 10 inch flashing shall be Installed between the building and ledger. - EACH FACE g distance of 3 4 inch measured g 3 16d COMMO + w / sured vertically from the tallest I Y Led TO BEAM J• Ledger to be fastened to it M � II SOIL COMPACTION. JOIST NAIL %( y g building with 1/z"dia.bolts with washers and nuts JOIST ON LEDGER 3-8d COMMO PER TOE DRAVVI�T: portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# ��inch within 7/8 inch below the widest portion of the CAPACITY. TO BEAM JOIST NAIL r _ a a profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END SCALE: inch to a level that is not less than 1-3/4 inches I/ s below the 2.NEW FI 3-16d .� z III'LL T COMM OP BE CLEAII OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING O G SOIL O L TO JOIST JOIST NAIL * < tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also CONDITIONS PRIOR TADDITIONAL 'g o be anchored O 0 FILL.REMOVE AND ADD II FILL AS NEEDED. JOB BAND JOIST TO: 2-16d COMMO PER �e handrail above the recess shall be 1-1/4 inches to a to girder(s). TOE NAIL � ' � '- I SILL OR TOP PLATE + 8/3/2022 maximum of 2-3/4 inches.Edges shall have a minimum 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95°/PROCTOR DENSITY(PER ASTM D 698 FOOT c; t sra ` SSDD 8).Use Simpson hangers and anchors with Z-MAX tri le protective coating ore equal AND ASTM D 1557. 0MPACT THE SOIL AT W LIFTS fir SHEET NUMBER: radius of 0.01 inches. PP P g q ) (TYPICAL).CONTRACTOR TO HAVE for any contact with ACQ. FILL TESTED BY A PROIFESSIONAL AGENCY FOR COMPACTION, 23, a� OFA-4 117 , I I I II T IIII REVISIONS: lo V w w O a O oC a PROPOSED PARTIAL NORTH ELEVATION SCALE: 1/4" = 11-0" PROPOSED PARTIAL SOUTH ELEVATION o SCALE: 1/4" = 11-0" O 161-011 W 1 � z � Q 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II II II II �I W I I I I I I I I 1 1 O II II II 11 II � O II II II 11 II I I I I I I I I I I I W I I 1 I I I I I I I v I I 1 1 I I I I 1 1 I I 1 1 I I I I I I I I I I I I I I I I I I 1 1 I I I I I t I I I I I I I I I I I I I I I I I I 1 1 I 1 t 1 I I I I I I 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 I I 1 1 1 1 1 1 I I I I I I I I I I 1 1 1 1 1 1 I 1 i 1 i 11 I I II II I I 1 1 1 I I 1 1 I 1 1 1 I I I I I I 1 1 I I I 1 1 I I 1 1 1 I 1 1 I I 1 1 I I I Q I I I I I I I I I I I 1 I 1 I _%10 EX. LIVING ROOM N v E 06 0 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 t I I I I I I I I I x 1 1 1 1 1 1 I I I I I I I I I I Ch ON ! it 1 1 j JI 1 1 O 1 i 1 1 - N EXISTING STEPS TO BE REMOVED ' v C) a) \ O r- \ xc) M O I I U M p o EX. KITCHEN I I v CATHEDRAL CA --- - W A-1 1 I t- I I W H 00 u 00 o Ql N PROPOSED WEST ELEVATION SCALE: 1/4" = 11-0" d x 1ST. FLOOR PLAN SCALE: 1/4" = 11-0" I I DRAWN: MH/MS SCALE: 9 12/22/2022 SHEET NUM t R: A-2