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HomeMy WebLinkAbout49776-Z TOWN OF SOUTHOLD � u BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 49776Date: 9/25/2023 Permission is hereby granted to: Hochstrasser, John PO BOX 183 ................ ............ .. _......_ W_._.._— Cutcho . m 11....m.� 935 ._ �.... _.....�. .._ _........ .... _ ..� _.�. ........ ue NY To: Demolish an existing deck & patio and construct a new raised patio addition to an existing single-family dwelling as applied for with ZBA and Trustees approvals. At premises located at: 2855 Nassau Point Rd Cutchoue� SCTM # 473889 Sec/Block/Lot# 104.-13-9 Pursuant to application dated 9/5/2023 and approved by the Building Inspector. p ..____..... To expire on 3/26 25. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $749.20 CO-ADDITION TO DWELLING $50.00 ..........7_Total: $799.20 ._. ......... _..... Building Inspector 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) 765-9502htt1� : wa � utltoldtt �� nov Date Received APPLICATION FOR BUIL P""r For Office Use C �('� �/] -4 PERMIT N0. Building Inspector:---------------- , Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an _1' _ Owner's Authorization form(Page 2)shall be completed. t11n -6epartment TOM Of Soullho1d Date;. Z Z OWNER(S)OF PROPERTY: Name: C6 .� F 4 SCTM# 1000- o4 t5 — Project Address: u Phone#: 14 Email: Mailing Address: CONTACT PERSON: Name: w Mailing Address: �J- d Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: , Mailing Address: Phone#: Email: t ` --// '" , CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION 'New Structure ❑Addition ❑Alteration ❑Repair fgDemolition Estimated Cost of Project: ❑Other 4g & 0 ' CoAorr &EW AEC& $ Will the lot be re-graded? ❑Yes 2rNo Will excess fill be removed from premises? ❑Yes ,®No 1 PROPERTY INFORMATION �� µ _ . ty. Intended� pert , Existing use of proper use of ro Zone or USE- district in which premises is situated: Are there any covenants and restrictions with respect to n Q this property? l_JYes NNo IF YES, PROVIDE A COPY. tLeCheck Box After Reading; The owner/contractor/deli n professional Is provided...,.. by 8 p responsible for all drainage and storm water Issues as Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a0 uIld Ing Permit pursuant to the Building Zor 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 he•eln 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 Sectlon 210,45 of the New York State Penal Law. Application Submitted By (print name); ,r� A "/" ; 1�Authorized Agent C]OwnE!r Signature of Applicant: Date: TATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York No.01BU6185050 :OUNrY OF _ � C? _) Qualified in Suffolk County CoMnlission Expires April 14, 2 0Q Vame ot�ind idsigningt C above named, _— being duly sworn, deposes and gays that (s)he is the applicant ;)he is the (Contractor, Agent, Corporate Officer, etc.) f said owner or owners, and is duly al,ltllori;:ed to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of his/her knowledge and belief; and tat the work will be performed in the manner set forth in the application file therewith. worn before me this , `') , day __. _ _ Nctary Public E_F!Q_PERTX-OWNER AUIHOILIZATION (Where the applicant is riot the owner) r W M 6 .�. �� .�-..-�.�. residing at,..�-dJ, ��.�.,� rclIC&6114r -.Y. l/9 _do hereby.authorize _ �,(� " � ,�;/��/,��L to apply on behalf to the Town of 5 Ithold Building Department for approval as described herein. Owner's Signature Date ...m _ .�..w�,_.. Print Owner's Name BOARD MEMBERS r � Southold Town Hall Leslie Kanes Weisman, Chairperson " / 53095 Main Road•P.O. Box 1179 "� � Southold,NY 11971-0959 Patricia Acampora Eric Dantes O lure Location. Town Annex/First Floor Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 eour : RECEIVED http://southoldtownny.gov A " ZONING BOARD OF APPEALS TOWN OF SOUTHOLD MAY 2 2 K23 MAY P 5 2023 Tel. (631) 765-1809 1 A011iit�Ierk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 18, 2023 ZBA FILE: # 7771 NAME OF APPLICANT: John Hochstrasser PROPERTY LOCATION: 2855 Nassau Point Road, (Adj. to Hog Neck Bay) Cutchogue, NY SCTM No. 1000-104-13-9. E I'(C A IAC:T_RM1NA_TLQN: 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. SILEOI K CQLI9 !Ll l"°:A MIN1S11�A-L'v �.OI E=: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, 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 l I I:iRl 1 NA"I IC N,: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards, The LWRP Coordinator issued a rectunauunendation dated April 26, 2023. Based upon the information provided on the LWRP Consistency Assessment Foran submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPt',RTY FACTS/QFHSCI IPTI01"�1, The subject property is a non-conforming 33,089 square foot waterfront parcel located in an R-40 Zoning District. The parcel runs 100 feet of bulkhead frontage along Little Peconic Bay, l runs 103.80 feet of frontage along Nassau Point Road,runs 348 feet on the North side and runs 372.52 feet of frontage on the South side. The parcel is improved with a one-story frame house, a frame building with garage, a concrete foundation, and a bulkhead with steps. All is shown on a survey by John C. Ehlers L.L.S. last revised July 7, 2008. ASIQF _RRL_ L tQ l: Request for a Variance from Article XXIII, Section 280-124 and Building Inspector's Ranuary 13, 2023 Notice of Disapproval based on an application for a permit to demolish an existing deck and patio to an existing single-family' dwelling and construct a new raised masonry patio and decking at; 1) located less thamn the code required minimum side yard setback of 15 feet; located at 2855 Nassau Point Road,(Adj.to Nog Neck Bay) Cutchogue, NY. SCTM No. 1000-104-13-9. RELIEF REQUESTED: The applicant requests a variance to demolish an existing deck and patio, and to construct a new raised masonry patio with a non-conforming side yard setback of 10 feet where town code requires a minimum side yard setback of 15 feet. Page 2, May 18,2023 #7771, Hochstrasser SCTM No. 1000-104-13-9 A Yl Fl l C A, j! )1icant was asked to bring the plan into more conformity A Lt A`EL _ QN: During the hearing, tile api. with the code by bringing the proposed setback in title with the existing 12.8 feet setback ftom tile side yard which was, previously granted as variance relief by the Board of Appeals in ZBA471'7t dated July 19,2018 for a side yard setback of 118 feet. The applicant on May 8, 2023 submitted a plan prepared by Mark Schwartz, Architect dated May 4, 2023, increasing the setback to 12.8 feet. Al DMNAL INFOKMATION: The Board received one letter of support and one letter of opposition from neighbors. INL 1N OF...J.AC.TI"/-REAS2S ]°C7&RQARI A-"UTN� The Zoning Board of Appeals held a public hearing on this application oil May 4, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection ofthe property and surrounding neighborhood, and other evidence, t1le Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. 'I'ow i Law "267_b I) Ia. Grant of the variance(-,) relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, The neighborhood is a residential neighborhood consisting of single-family waterfront horiles. The relief as amended allows the applicant to replace ,,,in existing at grade patio with a raised patio. The proposed side yard setback matches the existing side yard setback for the hOUSC. There will not be any change to the character of the neighborhood. 2. The benerit Sought by the applicant can be achieved by some method, feasible for the applicant to pursue,, other than an area variance, The applicant has an at grade patio in the side yard location where the applicant is proposing to construct a raised patio across tile entire length of the rear of the house. 3. The variance granted herein is mathematically substantial, representing 17% relief' from the code, 1-lo-wever, tile relief as arnened allows the proposed raised patio to match the existing house's side yard setback. 4. No evidence has been submitted to S1191rest that a variance in this residential eornnlffllity will have an adverse impact on the physical or environmental conditions in the neighborhood. f"he applicant must comply with Chapter 236 of Lhe'fovvn's Storm Water Management Code. 5. The difficulty has been self-created. Tile applicant purchased the parcel after the Zoning Code was in effect and it is presumed that tile applicant had actual or constructive knowledge of the linlitations oil the use of the parcel under tile Zoning Code in effect prior to or at tile 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 a raised patio while preserving and protecting the character of the neighborhood and the health, safiny and welfare of the community. U�5pljj' � BO D: In considering all of the above factors and applying the balancing test under New '1'ION.Q[L _ t� I York Town Law 267-B, [notion vvas offered by Member Dantes , seconded by Member Lehnert,and duly carried,to DENY as applied for and GRANT THE RELIEF AS AMENDED and shown on the architectural plans by Mark K. Schwartz, Architect(labeled S-1 and A-1 thru A-5, dated May 4, 2023. SUBJECT TOTHE FOLLOWING CONDITIONS: 1) The raised patio shall remain unenclosed and open to the sky. Page 3, May 18,2023 #7771, Hochstrasser SCTM No. 1000-104-13-9 2) "I'lie applicant 111LISt COMPly with Chapter 236 of tile l'own's Storm Water Management Code and shall cn inipleineilt and inaintain controls to prevent discharge into the waterway-, i.e., Little Pecollic Bay. 3) Approval froin the Southold Town Board of"frustees ilittst be obtained. 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 froin,Ilse survey, site plan andlor architectural drawings cited in this decision, or work exceeding the scope oj'the relief granted herein, will result in delays andlor a possible denial by the Building Department of a building permit andlor the issuance elf a Stop Work Order, and may require a new application and public hearing befire the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan andlor survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the reliefgranted herein, are not authorized under this application when involving nonconformides 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 eind other ftatures as are,expressly addressed it) this action. IMPORTANT 1LlMiTs ON Please Read Carefully TYN4F. T.TN41TS ON THIS APPROVAL: Pursuant to Chapter 280-146(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 to exceed three (3) consecutive one (1) year terms. IT ISTRE PROPERTY OWNER'S RFSPONSIBII,19FY'1'0 ENSURE COMPLIANCE WITH THE CODE REQU RED TIME FRAME D ;SCRIBED 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 Ptanamento(5-0). Leslie Karies, Weisman, Chairperson Approved for filing P7 /2023 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 I F:(631)444-0360 wrww.dec.ny.gov May 9, 2018 John and Margaret Hochstrasser P.O. Box 183 Cutchogue, NY 11935 Re: DEC# 1-4738-03809!00003 ,... Hochstrasser Propertyi ;, rl�Sr 2855 Nassau Point Rd. Cutchogue, NY 11935 SCTM# 1000-104-13 -9t, gear Mr. and Ms. Hochstrasser: The Department of Environmental Conservation (DEC) is in receipt of the referenced permit application! for Upland improverrnents. However, our records show that a No- Jurisdiction determination was made for this pn:,)perty in 2008, and acopy of that determination is enclosed. 'DEC does not make repeat determinations for the same property. Therefore, we are returning your permit application. Letters of No-Jurisdiction do not expire as long as the determining feature upon which the decision was based, such as a pre-existing br.lRhead or elevation contour, still exists and conditions at the site have not changed. Addilionafly, a letter of No JUdSdictron i b issued for a specific property and not to the owner, and it is not necessary to transfer the letter to a new owner or obtain a new letter. If you have any questions, please contact me at 63.1-444-0403 or sfnerd.aicher cr,dec,n gov. Sin evely, Sherri Aicher Environmental Analyst cc: Michael A. Kimack 1 fj['e1y0PK Departmentof .. a' aeera^ „d rr Environmental „. Conservation i e lUyI w i w ..........W ....... w ...........imw.:.. ............ SEP 1 2023 �. ' BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD NEW YORK -rT' TN' P'r!IJxi TONI"N , ',sot"T M: I PERMIT NO. 10424 DATE: JUTLY 19,2023 ISSUED TO: JOHN&MARGARET HOCHSTRASSER PROPERTY ADDRESS: 2855 NASSAU POINT ROAD, CUTCHOGUE a SCTM#1000-104-13-9 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in , accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 19, 2023, and in consideration of application fee in the sum of$1250.00 paid by John--Mar vet Hochstrasser and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and � permits the following: r Wetland Permit to remove existing 568.8sq.ft.east wood deck and existing 333sq.ft. masonry patio and construct a proposed 1 373s .ft. raised mason patio with a French drain to connect �d P P P � q masonry P , to an 8"diameter by 6' deep drywell;with the condition that the current vegetated buffer landward of the retainingall w and the non-turf buffer area that is seaward of the retaining wall remain; and as depicted on the site plan prepared by Mark Kevin Schwartz, received on g May 31,2023,and stamped approved on July 19,2023. B � IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. StOFi YY 1111 } I � i p ' ,: .. o ._....._._... „u'6" w'iitiiu R�,...�;,Iw„r, u'Y�i' Y i I ;Yd�6 �Hi�`�&fi%rt,Nl�i'v ai�,tf4✓,a'�"y;A �,' YfJlu"wur , GNk!W ',YW Ab1� C PRI�'d't�4'6 X .�aFtEDY4 Pd f..'�lr",�'�I`k''dpYJ,rrfr"°8 Pk,lfrr4lyiWK`N&nadTy�YWi,d"J1fNlM�I�4DM ..� r ,I� a m 2 i*u,w�,W°!9G4a V1 D, \mac\ \ \ \� :\ \ mss. � \ \ \ \\ \�. � \•. \\� \\ ° \ \ \ \ \, Glenn Goldsmith,President so Town Hall Annex A. Nicholas Krupski,Vice President ," " 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Elizabeth Peeples ,�' Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 24, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: JOHN & MARGARET HOCHSTRASSER 2855 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-104-13-9 Dear Mr. Kimack: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 19, 2023 regarding the above matter: WHEREAS, Michael Kimack on behalf of JOHN & MARGARET HOCHSTRASSER applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 31, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 19, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of JOHN & MARGARET HOCHSTRASSER to remove existing 568.8sq.ft. east wood deck and existing 333sq.ft. masonry patio and construct a proposed 1,373sq.ft. raised masonry patio with a French drain to connect to an 8" diameter by 6' deep drywell; with the condition that the current vegetated buffer landward of the retaining wall and the non- turf buffer area that is seaward of the retaining wall remain; and as depicted on the site plan prepared by Mark Kevin Schwartz, received on May 31, 2023, and stamped approved on July 19, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve truly yours, Glenn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith, President Town ball Annex 54375 Route 25 A. Nicholas 1 rupski, Vice President a" P.G. Box 1179 ;r Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed When project complete, call for compliance inspection; 1-2 SCTM # 1000-104-13-9 DESCRIPTION: AREA: LOT COVERAGE: PROPERTY: 33,069 SQ.FT. rFr�il V , PROPERTY WETLANDS: 2,200 SQ.FT. W BUILDABLE PROPERTY: 30,889 SQ.FT. ESTIMATED AREA OF GROUND DISTURBANCE: V) O EXISTING: a 1-s' EX.GARAGE: 576.0 SQ. FT. 1.9% a rEX.FRAMED BUILDING: 1,116.0 SQ. FT. 3.6% T� (INC.PORCH) `J HOUSE 2,263.9 SQ.FT. 7.3% WEST PORCH: 41.0 SQ.FT. 0.1% Ai EAST MAIN DECK: 568.95*(2. FT. TO REMOVE W EAST FAMILY ROOM DECK: 26.8 SQ.FT. TO REMOVE 3,996.9 SQ.FT. 12.9% O Q PROPOSED: P4 o914 F� PROPOSED NEW EAST DECK: 1373.4 SQ.FT. 4.4% 4 w C a Z �D 7H TOTAL: 5,370.3 SQ.FT. 17.3% r� � d a MEETS & BOUNDS z BY: JOHN EHLERS LAND SURVEYOR o DATED: 07/07/2008 U z 0 O N 78036'22" E 318.87' UA- o� _ x O 4.5' 25.7' ^1 C (1 M � m m � � coss.�' o I m m • i p Q O 0 W 24.0' 1in Z p O Q r6 v 2 D V in Q �- u- R m 5, v1 N W N O Z U a[ Q ;. M N EX'WOOD p 4 , EX.FRAME BUILDING ALK O o N rn �r ' EX.GARAGE -i Q ... ._.. _.._. i M co 11.2' 77.1'cj� I U PORCH EXISTING WOOD FRAMED I Cll -12-.01 DECK TO BE REMOVED Lu b E !� OI pW � J W �nn H I W 1/- EXISTING SIDEWALK C� Z Q J �.J o f z V a O — I L J N a m z of w EXISTING Q I WJ EXISTING 2 STY.HOUSE W LL STONE&ASPHALT 75.7, _ a L I T T L E 4 ~ O O DRIVEWAY Q • • PROPOSED I W W NEW DECK IP E C O N I C J O � 0 BAY 40 Ln E=4 II Q� 5.0' N 74.8' O EXIST.O.D. v 01 a° SHOWER® op z V > ni to 10'MIN I O V S 78036'20" W ' ' u 372.52 : � PROPOSED SITE PLAN OPO � C � a SCALE: 1' = 20'-011 N N �P SEP 7 2023 JS �+ W� llyboti L. ch DRAWN: Y' SCALE: JOB#: Cx 8/1/2023 SHEET NUMBER: ta�� S 1 ` . :. QL w - - Q Q W O _ a a - O A W11 If 1111 1 I Tu a z o 00 O z PROPOSED SOUTH ELEVATION 0 SCALE: 1/4" = 1'-0" m m Q 0 x _� U ca O x U - 0 � c: u m a .� - O LLl _O o ® ® ® U - 4 N F- U nF EE if E40 mil 77, c� p/_ r�C a k' 1 .1 HHH 1�1 H1 11 11 HHH Ill [t mr-i F Fm ! ill 1111 11111 fill Ill 11 11 [fill I I I I if 'iA ' lip ♦ , R, ' ', DRAWN: SCALE: ox, t, JOB#: " , 8/1/2023 tt i �;, , ► SHEET NUMBER: PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" �.. U ^w F--I Q w O ,O W w p - - — - - - - - - P4H cl a _ 0 _ U N � - O z 0 m U m ro Iq -- -- - - VF- -- 6' 0 L � Z u—ip FmU cq U 4 - N lU s Q LU H _d U PROPOSED NORTH ELEVATION ° SCALE: 1/4" = 1'-0" d N U U Y d 1p t DRAWN: % "'� ;'c ffi SCALE: �+ ! JOB#: 8/1/2023 SHEET NUMBER: OF A-2 w Q Q w ;; 1111 1^� 1111 II O F „ 1111 11 1111 i --ILII---• II I 1 „ 1111 M II nn F+�i I, d 1111 n nn 1111 it nn 11 nn n II 1111 II nn W nn II 111, n nn II 1111 II 1n1 " nn O I I 1 1 1 O __________ p F----- (4)2X8 ACQ GIRDER `----_ , (3)2X10 ACQ GIRDER I � H I I I I ------- ------- � z ►`� 1 kn cO 100 ET - - -1 ' � C% - - - - - - �- - - 1- - - - - - - i r n N I � ii OV, I a I p 11 q 11 0 I; ,1 11 II Xf 1 Vol U 11 I I! ry 1 a I I ,I h O ii m 10` w I o OX -� U ® Nl m E 0 12"dia.CONC.PIER ��I; " m c) 0 LEDGER BOARD TO BE FASTENDED w/24"X24"X12"FTG X -Q- ' U TO BUILDING WITH TIMBERLOK® 3'BELOW GRADE(TYP) SELF-COUNTERSINKING SCREWS I LL N I EY OLYMPIC MANUFACTURING ' 4 2X10 AC GIRDER ' (4)2X10 ACQ GIRDER , 1 (2 SCREWS @ 32"O.C.) 1 1 1 , , V E -1--()- IO ACQ (4)2X10 ACQ __ ----(4)2X10 ACQ GIRD R I' cA� _Q T------------------1- ~�' -1- - - --- --- -- T ©_T T- -T-------------------1- 1-------------- -_ ---1- 1 ` II ; O 12"dia.CONC.PIER ( I »� r At 1 w/24"X24"X12"FTG . I N -� F Q) N m = 3'BELOW GRADE(TYP) O M cn Ov CY I pi r-- � � — CYI all 0 0 ¢I XI I 00 0 O N mll m Q M, I o a ¢ "I 1 1 N O N X X II I N N W _L____________________L _ _L_______ 00 I I I 1 1 (4)2X10 A GIRDER (4)2X10 ACQ GIRDER (4)2X10 ACQ GIRDER (4)2X10 CQ GIRDER ' ' (4)2X10 ACQ GIRDER ' ' (4)2X10 AC GIRDER ' (4)2X10 ACQ GIRDER, 1 '— _- ___===-=L =T _ ___________ ____ ___ _0 ________________===_=L -_ =L_-_________________1_ I U r----------- r t r-----------------T- ----------------_---T- T--------- r r ---r r-------------------r- -r=====_________/y ---r- I -- -- i I I v ' M 1 (v I N I / M +� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - _ - _ _ - _ - - -- -�- - - - - - - - - - - - - - - - - - - - - - - - - - �� NN � it 11 I: q 11 1' ! •F i� II I� 1� i ♦ I, I, � :� n " ,I .� 4 - .8 11 3. `. I, • 1 �11 3 $-21 'h 81-2'/2 9-0, ,.. . . -, 9-0 $-18/411 8-81 3/a11 1'-011 V 611 62-31 2.to old M PROPOSED FOUNDATION PLAN . SCALE: 1/4" = 1'-0" ` ' fi '��+ DRAWN: � t SCALE: JOB#: 8/1/2023 SHEET NUMBER: u U U Q J O Q ° O � z � � N z o MM _� O V W z m X h— w � v, o w LLI� � Q m O V O z H O O Lu X ) rn o z O O �4 cf) � —0 0— z o F—vio �41 l, 0 0 z 1 0 cil o r Q) «+ — { O X cq m m m XN CNO 10" � d �0�18'-5" 24'-11" 18'-11/z 2'- \ 'o UL PROPOSED DECK _ N r " 5/4X4 MAHOGANY/IPE DECKING (AS SELECTED BY OWNERS) ^ N (V N N owe 4 U O N N -------------------------------------------- -------------------------------------------------- _ ' U A�1 ----------------L - aL 59'-9" 2'-61h" d 62'-3'/i" PROPOSED 1ST. FLOOR PLAN t . SCALE: 1/4" = 1'-0" DRAWN: SCALE: a x ., ✓, JOB#: 8/1/2023 � ,• 5 ; wii " SHEET NUMBER: w Q Q w 0 w .gull I . . w LIE ffid Hfflll , H c cn 0 (4)2X3 ACQ Z GIRDER M 5/4 DECKING •.• ••' - •. •.• ••' - • 2X10 ACQ @16"OC 2X10 ACQ @16"OC [� C) (4)2X10 ACQ - - - - - - - C—' Z O a GIRDER ►D ° N Ccn eO . 12"dia. O .' N rA • o CONC C ° PIER0 p O z • •O •O -.' _ M 24"X24"X12" - - - - - - - - - - CONC.FTG cq M 6� U X -� U CROSS SECTION A ° Ln m `� ' 6, 0 � 4(o SCALE: 1/4" = V-0" O _ x 112 ----- p- " z _ ' U E O .� m � � U Q) N N 0 n� l!- V, Lu d O N N N 0 Ix Fn 5/4 DECKING _ _ 2X10 ACQ DJ @16-OC 2X8 ACQ LEDGER {4)2X10 ACQ GIRDER—� FLASHED 6X6 ACQ POST (AS NEEDED 0YP.)) i �V 12"dia. _ 74 .° CONC.PIER .° O M f t. o Or o• Osch 24"X24"X12" DRAWN: CONC.FOOTING z SCALE: JOB#: 8/1/2023 CROSS SECTION 8 � .`� ' SHEET NUMBER: (o SCALE: 1/4" = V-0" g t �• A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U w 4"MAX. GIRDER 4°DIA.MAXIMUM H DECKING DECKING EXTERIOR WALL DECKJOISf DECK JOIST fTl 1/2"DIAMETER UG SCREWS, THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING.EXTENDED PAST JOIST HANGERS.CAULKED TO (2)1/2"GALV. OR 5"LEDGERLOK SCREWS OR S.S. O To PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST GIRDER WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBSIII I O INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS. ' ' '• JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER H- �r • CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS)JOIST 1-5/B"MIN. w/WASHERS AND NUTS PIER5'MAX. DECK101ST5DECKING DECK/PORCH RAILING"MIN. . DECKING DECKING JOIST HANGERDECKJOISTS 2X ACQ LEDGER BOARD FOUNDATION WALL NOTE: DECK JOIST DECKJOIST RAILING BLOCK FOUNDATION FOUNDATION 0 �•�� TO BE FILLED WITH JOIST HANGER POST WALL • LOCATIGROUT NANCHOR 2XACQ LEDGER BOARD LOCATIONS SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2'MIN. w THROUGH-BOLTS 5"1 AX. DECK1015T o THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16'IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. (2) GALV.OR S.S. 2X BLOCKING AT EACH POST O AMPSON CC SIMPSON CBS CARRIAGE BOLTSWffH ATTACHED WITH lOd THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM ] STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD 1z^ocPOST CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 0 O (� 0 0 0 0 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX. 7-1/2"MIN.FOR 2X12 LAG SCREWS W y 3/4"MIN. F-+ LAG SCREWS SHALL HAVE A DIAMETER Of 1/2".LIG SCREWS SHALL HAVE PILOT HOLES 2"MIN. LEDGER L LAG SCREW 4"MAX. THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. O W OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-V2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND _y�y_" TV/•1� ^/, RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE I I V 1 LEDGERLOK SCREWS PIER [-+ LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE.BRICK VENEER.STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND I-3/4" FROM TOP AND BOTTOM EDGES. 0 2 4"X24"X12"CONC.FTG. HANDRAIL NOTES: 3'BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. 1).Type I.Handrails with circular cross section shall have anw\ 00 outside diameter of at least 1.1/4 inches and not greater V Q+ 36"MIN. than 2 inches.If the handrail is not circular it shall have a U perimeter dimension of at least 4 inches and not greater z than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO 1-JOIST 1/2"DIAMETERiAG SCREWS, dimension of 2-1/4 inches. �..r.� 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)Bd NAILS OR 5"LEDGERLJK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type ll.Handrails with a perimeter greater than 6.1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a STAIR RAILING N G (11 SOLID SAWN 7GIRDE1 • ' ' ' ' ' ' distance of 3/4 inch measured vertically from the tallest DECK I JOISTS DECK I I portion of the profile and achieve a depth of at least 5/16 FLOOR JOISTS JOIST JOIST I I inch within 7/8 inch below the widest portion of the �profile.The required depth shall continue for at least 3/8 1-1/2"SPACEinch to a level that is not less than 1-3/4 inches below the XTHREADED ROD MAY BE THFEADED ROD MAY BE MINIMUM tallest portion of[he profile.The minimum width of theSLOPED UP TO 1:12 MINIMUM 2X6X36' SLO°ED UP TO 1:12 (� Q) AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 Inches to a WEB WITH(16)lOd NAILS GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS --' ti-+ LJOIST HANGER JOIST HANGER "— AND CLINCH radius of 0.01 inches. O — X Q. V 0 Z U Q 10d THREADED NAIL OR#10 WOOD SCREWS, BALUSTERS LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16'p� EQUAL OR GREATER THAN 3"LONG, STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION � _ N ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CfJ C Q) 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2'IN O U-I INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1n'DIAMETER LAG SCREWS. BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN DECK 715I.IR STAIR TREAD JOISTRIM BOARDTHREADED ROD MAY BEMINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGERBLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSEFILL BAY AND FIT SNUGLYL JOIST HANGER (n JOIST Y. tU GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION a LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS JOINT DESCRIPTION NAIL NAIL NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRINGER JOIST TO: PER TOE ®16" C 4-ad COMMO MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE (2) TO HEAVY MODERATE BRIDGING THRU- EACH TOE BOLTS TO JOIST 2'ad COMMO END NAIL BLOCKING ad COMMO EACH TOE PB44 POST 4 TO JOIST 2- END NAIL WOOD JOIST ANCHOR "dia. PIER —4 1 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3.16d COMMO EACH TOE 16"TREAD SILL OR TOP PLATE BLOCK NAIL I 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER, LEDGER STRIP TO BEAM 3-16d COMMO JOIST NAIL (AS EACH FACE GIRDER HEADER AD :;t C(AS R SLAB ,`• 1 REQ.) 'A. • WOOD JOIST ••,!q w t ,•.•• � 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. JOIST ON LEDGER 3•ad COMMON PER TOE To BEAM !01ST NAIL •��' 8"dia. �• o DECK PIER BAND JOIST PER END ''V CONC. a PER PLAN 3•16d COMMO T-0" •• 1" 3►`* 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. To Jolsr JOIST NAIL a�•' PIER BANDJOISTTO: PER FLUSH JOISTS WITH HEADER/GIRDER 4 ,•�.•• S.Z. DRAWN: 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. 2-16d coMMo TOE NAIL vti'• N��'.' SILL OR TOP PLATE FOOT A• • 4 A$ � SCALE: ) ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. q •',`• ��• .TOB#: 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX,1/4"HIGHER THAN LVL HEADERS f p r`y X TO ALLOW FOR SHRINKAGE. • 8/1/2023 SHEET NUMBER: -6-6 .> a r�,�. -77to Glenn Goldsmith,President *QF Sy Town Hall Annex A.Nicholas Krupski,Vice President ,`®� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly G Telephone(631)765-1892 E C IizubeV PEpl �y� �� Fax(631) 765-6641 i NOV 2 7 2023 /,,��AMENDMENT BOARD OF TOWN TRUSTEES Building Department TOWN OF SOUTHOLD Town of Southold No (cj)Ue, November 17, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: JOHN & MARGARET HOCHSTRASSER 2855 NASSAU POINT ROAD, CUTCHOGUE SCTM#: 1000-104-13-9 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 15, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10424 to construct a 1,373sq.ft. raised wood deck in lieu of the previously approved raised masonry patio; and as depicted on the site plan prepared by Mark Kevin Schwartz, Architect, dated October 23, 2023, and stamped approved on November 15, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith . President, Board of Trustees GG/dd Glenn Goldsmith,President %OF $®t/j� Town Hall Annex A Nicholas Krupski,Vice President ,`®� ®�® 54375 Route 25 P.O:Box 1179 Eric SepenoskiSouthold,New York 11971 Liz Gillooly G Q Telephone(631)765-1892 EC. lizobey PEpl s �' �a0 Fax(631) 765-6641 coum,� NOV 2 7 2023 AENDEN BOARD OF TOWN TRUSTEES BFtcls� Dpatrnent TOWN OF SOUTHOLD TOwn Of Southold No November 17, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: JOHN & MARGARET HOCHSTRASSER 2855 NASSAU POINT ROAD, CUTCHOGUE SCTM#: 1000-104-13-9 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 15, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10424 to construct a 1,373sq.ft. raised wood deck in lieu of the previously approved raised masonry patio; and as depicted on the site plan prepared by Mark Kevin Schwartz, Architect, dated October 23, 2023, and stamped approved on November 15,. 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd APPROVED BY BOARD OF I RUE I EES TOWN OF SOUTI-OLD 70 z0z; DATE flagp%L lip u RE ? -------- ----- ------ --------- -------- 9E B6 ............ IR,01 0. 0 CD H L-Jill MN GRADE BEAM -D (2)"REBAR 16' ATALL Rs 0 BIGFOOT BF-24 F\.D FOcynNG C=) 0 EA ts= - __'1'7f, PARTIAL SECTION SCALE:1/4" V-0" MIN S, - r— �F j E- P, '9 111D r ...A�.. OCT 2 5 2023 SouthoicFTown Board of Trustees JE P-0 of S3 Eq RE --------- -------------- 6) MT 2T-TT PROPOSED FOUNDATION PLAN A-4 SCALE: 1/8" = 1'-0" rn Lim 2-- A&M 0 Ew=xacmgm aamr4Q FURQi Eno an a6z� 0 CA 00 cq ExlsnNG ILCK)m SUSTIN MAM le I -R .... ......... i ��� OCT 2 5 2023 27-Ur 6-:z. tl d)OL owrl 101 rd n Ti, tees C, smC FAMILY ROOM El 2740' PROPOSED IST- FLOOR PLAN A-5 SCALE:1/8" = 11-0" BOARD MEMBERS ®F S®(! Southold Town Hall Leslie Kanes Weisman, Chairperson day 53095 Main Road• P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantes ��[c Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) ® U01� Southold,NY 11971 /, AMENDMENT http://southoldtownny.gov � ZONING BOARD OF APPEALS ; NO CjLle, TOWN OF SOUTHOLD October 27, 2023, -, r; ;' j Tel. (631) 765-1809 V r_ Michael Kimack ' f Attorney at Law r, 1 3 2,�f J P.O. Box 1047 Southold, NY 11971 ' Re: De Minimus Request, File 97771 Hochstrasser 2855 Nassau Point Road, Cutchogue SCTM No. 1000-104-13-9 Dear Mr. Kimack; We are in receipt of your correspondence dated October 23, 2023 requesting a de minimus approval related to ZBA determination#7771, dated May 18, 2023, in which an area variance was granted permitting the construction of a raised masonry patio and decking. In your letter, you ask that relief requested be amended to remove the words "raised masonry patio" and replace with "proposed raised wood deck", since your client is now proposing a new raised wood deck. I have reviewed your request, the amended architectural plans prepared by Mark Schwartz, dated October 23, 2023, and have determined that the change as depicted is de minimus in nature. Please contact our office if you have any further questions or concerns. SreslieKanes ,1 Weisman, Chairperson cc: Building Department Michael A. Kimack Attorney at Law P.O.Box 1047 Southold,New York, 11971 Tel. 516-658-6807 E-mail: mkimack2@verizon.net October 23, 2023 To; Town of Southold , Zoning Board of Appeals Subject: ZBA File 7771, Applicant : John and Margaret Hochstrasser Request for a De Minimus letter We respectfully request a de minimus letter to the approved ZBA application to amend the permit to remove the wording raised masonry patio and replace with a" raised wood deck. See Architectural drawings attached. There are no additional proposed changes to the relief granted under Article XXII1, Section 280- 124. Let me know if you require further information in this matter. Sincerely, Michael A. Kimack, Agent SUM # 1000-104-13-9 DESCRIPTION: AREA: LOT COVERAGE: PROPERTY: 33,089 SQ.FT. PROPERTY WETLANDS: 2.200 SQ.,FT. �J BUILDABLE PROPERTY: 30,889 SQ.FT. cs' OCT 2 5. 2023 a ESTIMATED AREA OF W GROUND DISTURBANCE: Q Z0NNG80ARD0FPjPpZaj5 EXISTING: 0 EX.GARAGE: 576.0 SQ.FT. 1.9% EX.FRAMED BUILDING: 1,116.0 SQ.FT. 3.6% a (INC.PORCH) A , HOUSE 2,263.9 SQ.FT. 7.3% V WEST PORCH: 41.0 SQ.FT. 0.1 / N EAST MAIN DECK 568.9 SO.FT TO REMOVE \pS EAST FAMILY ROOM DECK 26.9 SO.FT. TC REMOVE W ^ Lu 3,996.9 SQ.FT. 12.9% ] 0 0 O s °s o z PROPOSED: C4 PROPOSED NEW EAST DECK 1317.0 SQ.FT. 4.3% O � Q.7 _ PATIO:1373.4 SF Q21 RAIN/HR:230 C '�' z FRENCH DRAIN TO CONNECT TO U 8'dia X 6'DW(CAPACITY:253.5 CF) TOTAL- 5,313.9 SQ.FT. 17.2% 00 Q `"z MEETS&BOUNDS BY:JOHN EHLERS LAND SURVEYOR o DATED: 07/07/2008 o N 78036'22" E 318.87o�" — X In .91 I O °- �fu m aY LL- 80 saa' = ' I O m Y Q O , Lasr E N I O I p m R ya U w S .9 ' m EX FRAME BUILDING AIK L 3 E O _A P1 IXCAaAce 77.8' I I B D�7i copy from. ZBO FRAMED ° PORCH DECKTGOtTBEREM , F1Li31 e-viowod documents IL ZSA Plle ,�"77/ ° Date: 0I o �t1�rN�1v61U'o /0 a7 a3 u IXNSG BDEWALK II'a+ S J u 0 _ I ID O ND°MNG °I LITTLE EXISTING STY.HOUSE CL STONE 6 ASPHALT 76.3` F LL Q O DRIVEWAY X P E C O N I C 3 PROPOSED NEW DECKO I BAY m rD / 0 u Y a Q I I s I a z 7T 8' cv rr-- �7S 75.5 , ° '. —7 ESHOWE.RqSX' Z �\ SHOwER� n 10'MIN .U. S 78036'20" W 372.52 DRAWN:MH)MS SCALE PROPOSED SITE PLAN )SHE` 1OP-MO23 SHEET NUMBER: SCALE: 1" = 30'-0" S-1 VE D►MERT kSsessoiz n z�,-23 - ��Vf l Ao -fie dui SCTM # 1000-104-13-9 DESCRIPTION: AREA: LOT COVERAGE: PROPERTY: 33,089 SQ.FT. � l PROPERTY WETLANDS: 2,200 SQ.FT. BUILDABLE PROPERTY: 30,889 SQ.FT. 1=--� ESTIMATED AREA OF v GROUND DISTURBANCE: T� EXISTING: O EX.GARAGE: 576.0 SQ.FT. 1.9% EX.FRAMED BUILDING: 1,116.0 SQ.FT. 3.6% (INC.PORCH) HOUSE 2,263.9 SQ.FT. 7.3 WEST PORCH: 41.0 SQ. FT. 0.1 EAST MAIN DECK: 568.9.SQ.FT. TO REMOVE EAST FAMILY ROOM DECK: 26.8SQ.FT. TO REMOVE 3,996.9 SQ.FT. 12.9% O Q Q PROPOSED: PROPOSED NEW EAST DECK: 1317.0 SQ.FT. 4.3% � a z TOTAL: 5,313.9 SQ.FT. 17.2% C MEETS & BOUNDS BY: JOHN EHLERS LAND SURVEYOR o DATED: 07/07/2008 O z 0 N 78036'22" E318.87' aRGE m�' zsU � . _ r Q) co m 0 in ^ V ss.r o I m (1) Q) (� o ' 0 Oti V 24.0' 14.5' V • ti-' -c O b. N � O I O O z " O O N w N 4 '` C✓2 W M WOOD EX.FRAME BUILDING EX/ U rTml � Q1 III) \ O EX.GARAGE a N ALK 0 }:3� .► !_- N ; i 77.8' I t 4 U � m .0' EXISTING WOOD FRAMED I I "'' m 40.5' PORCH 6 ,a[ 74 n, 12.0' DECK TO BE REMOVED U "1 Q)1 I oui go _ N OIcz Lu 0 v,I F- W S EXISTING SIDEWALK Q z 0- `r J LL O _ rL OI X a � I = N Lu EXISTINGEXISTING 4 m Z I STONE& ASPHALT 2 STY.HOUSE O I m uiLL L DRIVEWAY Q ITTLE 76.3' � a a Q 0 OPROPOSED I w _ NEW DECK IP E C 0 N 1 C I Z BAY � I o N . 27.8' QEXIST.O.D. �j 75'5' I n bo SHOWER Z ON tai N In 10'MIN I O w � � U S 78036'20" W 372.52 d PROPOSED SITE PLAN " SCALE: 1" = 20'-0" Wk � � DRAWN: s s rt r SCALE: JOB#: 11/27/2023 SHEET NUMBER: S- 1 D C r 1 w F-� Q w O O - - W 11 J ® L..L I I Ell V1 O W LLJL 00 V N Q O z PROPOSED SOUTH ELEVATION 0 SCALE: 1/4" = 1'-0" 01 m u • x u m Q) " u � .� q u U Q N C7 H o ® ® ® U o o N H FETI-1 40 _ 77 3 U EIIE _ Em Mm Fm � fx +m F F]F_ a - o --° - - - - - - iL DRAWN: __. SCALE: ' JOB#: 'rrx X 11/27/2023 $ ►�"y$� SHEET NUMBER: i t V PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" w Q Q w O w � H V -- V 0 O Nz 0 C U m %D (P �- S o x U U rcm- S 0 lu x. lU I- U PROPOSED NORTH ELEVATION ° SCALE: 1/4" = V-0" d N N N Y DRAWN: ' SCALE: . JOB#: 11/27/2023 SHEET NUMBER: �r A-2 n un �i un �� nn nn ii nn i� a un i� nn n „ nn „ nn n nn ,m r►/ 4 . •° D I`®'� (4)2X8 ACQ GIRDER �� ,' (3)2X10 ACQ GIRDER s '• I a b •e I I v ------- ------- - -, ago � Q �4 o 1 •°D W ix 1 u n Q I Q0 x �° I b • F' 0!, 0 I „ b•0 x „ bO a dN I �o E-+ N (4)2X10 ACQ GIRDER LEDGER BOARD TO BE FASTENDED 12"dia.CONC.PIER O ►, (4)2X10 ACQ GIRDER , , w/24"X24"X12"FTC,BUILDING WITHTIMBERLOK® .-{ Z_____' TBELOW GRADE(TYP) SELF-COUNTERSINKING SCREWS p y BY OLYMPIC MANUFACTURING _ _ I 1•T�I �n I (2 SCREWS @ 32"O.C.) ,'r �� (4)2X10 ACQ GIRDER ��- `� (4)2X10 ACQ GIRDER ,' �� I N 00 12"dia.CONC.PIER =_ _ \ �_ ►------------------------ -- -_-------------- - w/24"X24"X12"FTG v �s===-=*___________________�_ __-_____________- _*= O Z I T BELOW GRADE(TYP) 0 - - I 0ZDk;o I "-8 O O 0 I �O 1 :o O 1 u o I \ m m U I r 0 In x N o Ic"I oo O �n 0 cfl x 11 U ` ( ) - ( ) ( ) ( ) (4)2X10 ACQ GIRDER . - (4)2X10 ACQ GIRDER ,' (4)2X10 ACQ GIRDER ,'- Q) � 4 2X10 ACQ GIRDER , � 4 2X10 ACQ GIRDER , � 4 2X10 ACQ GIRDER , � 4 2X10 ACQ GIRDER , � � � � -- ------------------- t -----------------__-- _• ---------- -- ---------------- --= t- ---------------------- - ------------------- _'� 3 N S I ML _ _ _ _ _ _ _ _ _ _ _ „ _ —— _ — _— _ ,_. _ _ _ _ _ _ _ _ _ M _ _ _ _ _ _ _ _ _ _ _ — _ u to 3 8'-21/z" 8'-21/z" 9'-0" 8'-11" i 9'-0" 8'-83/4' - -- - 7-834 p •O.4-apQ 4. _ Ob=i-:p"io'4-apV 1 -0" q a pd .O a oA A Lu F- .Q N Ix PROPOSED FOUNDATION PLAN SCALE: 1/4" = V-0" U Y d f F a 1611 36" e a • . a . DRAWN: MIN ° GRADE BEAM SCALE: ° W/ (2) #4 REBAR JOB#: 1611 *`9 11/27/2023 AT ALL STAIRS �� * ' SHEET NUMBER: DETAIL BIGFOOT BF-24 FOOTING SCALE: 1/2 _ 1 -0 ` albZ A- 3 , ,,-� e U U t j J p e e r e Se ► 4 n O e ! / ;u e e R { ! e } ! e IIII e R e Ifl� p e A t O! 4 U. e O A:t III' 1 t 13 0 W J Q W II p z 1'M tell m s e r �, 1111 V e c p 111t t e X W -------------- _r_w ta"_._w— ,O� ""- - " +. ItIlI�lI �-w ....,r.w.:®w-..-,.>��VVV1\)1 .,...-..-.•,,—.,..>=. - pt1p , 111,"��.`' 111I~rv.,. a-=t*d= ===-'C= ————---— =3 fiC=4— — ♦-weFeR1F!i w__w_www--e®1. w r___ws_ w.... Xz ......... ....... __w- ------------------. --- _ --- ------- -------- ........... W __—=_ = W )> ® -- --w --__ -_ ---_ . --- ww_w ___w w` cee'e 00 �Wn e 6 d 0 e e t I p 1 1 Pd ..-......_ ................... ........... ...w-------....... O IL r 1� V o U .^ c v � / ` / • _- / °-°j• (Q cel � � �+ N of -e !!••: u- 181-511 ,•' - 24'-11" ' Z t .e 4 r^: o t , r l -6 tll V E O j tlJ PROPOSED DECK _ u 5/4X4 MAHOGANY/IPE DECKING v u (AS SELECTED BY OWNERS) \ _ 0 W 0- W) d U O N -------------------------------- �► ----- --- ---------------------- Q� -------------------------------- d -------------------------------- _ � � N 61'-3'/s" ` �y1�A DRAWN: PROPOSED 1ST. FLOOR PLAN `R''' SCALE: SCALE: 1/4" = 1'-0" y �'. jp JOB I 1/27/2023 SHEET NUMBER: A-4 U w Q Q _ w ,0 W A-1 W 0 Q Fm w � O C/DO W ( M4)2X8 4CQ O z GIRDER 5/4 DECKIN z ••• ••' - • •• ••' - • 2X10 ACQ @16"OC 2X10 ACQ @16"OC — - — - — - I--i (4)2X10 ACQ - - - - - - - O d GIRDER k ° kr) c � n • 12"dia. O .' _ 00 �y a CONC C V ° PIER p O Z • a a � � M 24"X24"X12" - - - - - - - - - - CONC.FTG x Z U ' CROSS SECTION A ° '� `" Ql m � p SCALE: 1/4" = F-0" O x o u ----- �- z 11- a u � .� E U Q) 0 W 9 WH O N d N O � M U bd 5/4 DECKING 2X10 ACQ D1 @16-OC Y 2X8 ACQ LEDGER "m—(4)2X10 ACQ GIRDER Q FLASHED 7Z 6X6 ACQ POST (AS NEEDED(fYP.)) c- 12"dia. • CONC.PIER ,O O 0 rn s' O e s' O ►' — - - — rt Rhe„ 'S 24"X24"X12" Ate/ • •. •. CONC.FOOTING �} " + �A DRAWN: }. JOB#: fi "p 11/27/2023 CROSSSECTION B SHEET NUMBER: SCALE: 1/4" = V-0" a�10 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �4 U 4"MAX. GIRDER 4"DIA.MAXIMUM DECKING DECKING EXTERIOR WALL DECK.OIST DECK JOIST 1/2'DIAMETER LAG SCREWS, z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING.EXTENDED O OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS.CAULKED TO (2)112"GALV.OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST GIRDER RIM BOARD WASHERS AND NUTS CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR Q DECKING 1/2"DIA.EXPANSION BOLTS, , ' JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER f •'w FLOOR "MIN. MANUFACTURE INSTRUCTIONS) ��••r•e CONCRETE POST ^ JOIST 1-5/8"MIN. w/WASHERS AND NUTS e•••,.*, PIER F+i 5'MAX. DECK JOISTS �� • DECKING DECK/PORCH RAILING "MIN. 1�•:�. e' JOIST HANGER DECKING DECKING f�a ie.• ,y ,•s DECKJOISTS •• •e 2X ACQ LEDGER BOARD FOUNDATION WALL P ..2 e••�.yr NOTE: fit!�•• DECK JOIST DECK JOIST •fie • BLOCKFOUNDATION •►••�,e RAILING FOUNDATION 0• �. TO BE FILLED WITH e •r•d' )01ST HANGER POST WALL 4 j•,' GROUT AT ANCHOR •►e 2X ACQ LEDGER BOARD LOCATIONS SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING Ir TI,1 2"MIN. ^�1 THROUGH-BOLTS 5"MAX. DECK JOIST V 1 o THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER-THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2'GALV.OR S.S. 2X BLOCKING AT EACH POST O EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM �f 12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE g r`7 IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION O,,,,,,��� O O 0 2"MIN. 0 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PERTHE MANUFACTURER'S RECOMENDATIONS.ALL O 5"MAX. 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS �•1 O O 0 71/2"MIN.FOR 2X12 LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF W*.LAG SCREWS SHALL HAVE PILOT HOLES 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND _` O �J RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE T/'� L�-I /•—i^ LEDGERLOK SCREWS V 1 LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT PIER 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE.BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND I-3/4" LEDGER BOARD FASTENER SPACING AND CLEARANCES FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: a 3'BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. 1).Type 1.Handrails with circular cross section shall have an Tw 0 outside diameter of at least 1.1/4 inches and not greater m N 36"MIN. than 2 inches.If the handrail is not circular It shall have a O �-i perimeter dimension of at least 4 Inches and not greater z than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2•DIAMETER LAG SCREWS, ATTACH TO I•JOI5T 1/21 DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)Sd NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type Il.Handrails with a perimeter greater than 6-1/4 O inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a STAIR RAILING SOLID SAWN 1 1 • • • • • • t 1 distance of 3/4 Inch measured vertically from the tallest FLOOR JOISTS DECK 1 1 I JOISTS DECK 1 1 portion of the profile and achieve a depth of at least 5/16 (Cl CI) O JOIST 1 1 JOIST 1 1 inch within 7/8 inch below the widest portion of the 01 u • 1 1 • •• 1 1 profile.The required depth shall continue for at least 3/8 1-1/2"SPACE r ,� THREADED 0.0D MAY BE THREADED ROD MAY BE Inch to a level that is not less than 1-3/4 inches below the MINIMUM x -N Z u tallest portion of the profile.The minimum width of the o SLOPED UP TO 1:12 MINIMUM 2X6X36' SLOPED UP TO 1:12 ('� Q1 AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to a ('(� ° +-• ATTATT H(1 TO JOIST AWAY FROM THE HOUSE maximum of 2-3/4 inches.Edges shall have a minimum (P �. JOtST HANGER GIRDER WEB WITH CLI CH NAILSL GIRDER g HANDRAILS O i AND CLINCH S 1ST H)VLGER radius of 0.01 inches. � X Z U- aC u � � Q � ° rn vZ BALUSTERS 10d THREADED NAIL OR d10 WOOD SCREWS, S LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALSTAOR GGERED EEDIN2ATER ROWS 3"LONG, () F'"�� STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL � rte` ^ � • ~ HANDRAIL CONNECTION lit) U _, • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH !� IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CO E Q) 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN ° W INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS. BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE (l- 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN [owl 715I.DIP DECK STAIR TREAD JOISTRIM BOARDTHREADED ROD MAY BEMINIMUM 1-111"THICK FLOORJOISTS SLOPED UP TO 1:12 STRINGERAWAY FROM THE HOUSEBLOCKING.BLOCKS MUST (SOLID OR WOOD4) VJ FILL BAY AND FIT SNUGLYL J0I5T HANGER JOIST (� GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER � U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL HAZARDS JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING JANCHOR JOIST TO: PER TOE 4-8d COMMO MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 6 SEVERE 3 FT. 11 NONE (2)THRU- TO HEAVY MODERATE BRIDGING EACH TOE BOLTS TO JOIST 2-Bd COMMO END NAIL c 1 BLOCKING EACH TOE TO JOIST 2•8d COMMO END NAIL WOOD JOIST C PIER 16•TREAD EACH TOE e i). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3.16d COMMO SILL OR TOP PLATE BLOCK NAIL 1 , �• 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMOI, EACH FACE GIRDER/HEADER GRADE CONC.SLAB TO BEAM JOIST NAIL .. (AS REQ.) 'A JOIST ON LEDGER PER TOE WOOD JOIST ,o•• ••� n 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMOI, )olrr NAIL . `. ' 1• • DECK CON �.w BAND JOIST PER END •!� CONC. •• V! PER P 3-I6d COMMO T-0- • • '�6 - ' 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. To Jolrr JOIST NAIL r' PIER FLUSH JOISTS WITH HEADER/GIRDER ,�: .. ', DRAWN: BAND JOIST TO: PER �. 2-16dCOMMO TOENAIL •t•� .�.•�• a 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH a•' ''.'d SCALE: THE PROPER STEEL CONNECTOR - 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ,�,-, JOB#: TO ALLOW FOR SHRINKAGE. C11/27/2023 �'t a SHEET NUMBER: `+ ¢� A-6