The URL can be used to link to this page

Home My WebLink About46954-Z ��o��gHFfDI�-or Town of Southold 8/24/2023 o y P.O.Box 1179 C4 _ h 53095 Main Rd y�j01 �a1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44481 Date: 8/24/2023 1 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1350 Smith Road, Southold SCTM#: 473889 Sec/Block/Lot: 98.-3-25.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/25/2021 pursuant to which Building Permit No. 46954 dated 10/12/2021 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: addition's and alterations, exercise room in basement and covered porch,to existing single-family dwelling as applied for per ZBA#4883,dated 11/16/2020 and ZBA De Minimus letter dated 10/7/2021. The certificate is issued to Shea,Mari of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-85099 9/27/2022 PLUMBERS CERTIFICATION DATED 1/23/2023N?Nuck Plum g 0-1 A hoz d Signature �oSUFFei�.cD TOWN OF SOUTHOLD ay BUILDING DEPARTMENT CO 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#: 46954 Date: 10/12/2021 Permission is hereby granted to: Shea, Mari 71 Southgate Cir Massapequa Park, NY 11762 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 1350 Smith Road, Southold SCTM #473889 Sec/Block/Lot# 98.-3-25.1 Pursuant to application dated 3/25/2021 and approved by the Building Inspector. To expire on 4/13/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $856.80 CO-ADDITION TO DWELLING $50.00 Total: $906.80 uilding Inspector r Certificate of Compliance ................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by G & S Electric Shea Residence PO Box 215 1350 Smith Road Southold, NY 11791 Southold, NY 11971 Located at: 1350 Smith Road, Southold, NY 11971 Application Number#: 22-85099 Certificate#: 22-85099 Electrical License M 578-ME/31568-ME Sectio Block: Lot: Building Permit#: 46954 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Partial House Renovation w/Elevator A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th day of September 2022 Name QTY Switch - 15 Amp, 120V 31 ARC-Fault- 15 Amp, 120V 7 Smoke Detector- 15 Amp, 120V 2 Duplex Receptacle- 15 Amp, 120V 20 Combo Smoke & Carbon Detector- 15 Amp, 120V 1 Single Receptacle-20 Amp, 120V 2 GFI Receptacle- 15 Amp, 120 V 3 Exhaust Fan - 15 Amp, 120V 1 Ele rical Inspector: Sal Frangipane _ . =�;APPRO Dy FEBJ tJOawiNbULPT This certificate is not valid unless raised seal is present. i�1(�F�CD19"AI-�fl9_T� i Certificate of Compliance ................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .........................................._.................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by G & S Electric Shea Residence PO Box 215 1350 Smith Road Southold, NY 11791 Southold, NY 11971 Located at: 1350 Smith Road, Southold, NY 11971 Application Number#: 22-85099 Certificate#: 22-85099 Electrical License#: 578-ME/31568-ME Section: Block: Lot: Building Permit#: 46954 Name QTY Fixture- 15 Amp, 120V 26 Appliance Circuit-30 Amp, 220V 1 Elevator Circuit-30 Amp, 220V 2 E-lectrical Inspector: Sal Frangipane ;►�Zi APPROVED t 0= 1/z This This certificate is not valid unless raised seal is present. Tovvn:Ha11 Ainnex Telephone(01j.7654902 54375 iyfain:Road Fax(631)765-9502 - ..9.Box:1174 -Southold,NY 11971=0959 B„UILDING DEPA:,,RTMENT,,, ® �� i� 11 TOWN OF.SOUTHOLD JAN 3 2023 SUIL©ING DEPT TOWH OFSOUTHOLD CE'R.TIF.ICATION Date::. .. L 3 3..... Building Permit No Owner:: &A — (Please:prt �{ -1 :.(Please print): I certify'that the:5alder:used in the water supply sya6it contains.less than 2/TO of ItA .lead. ers Signature) Sworn to before.me this day:o 20 CHELSEA L. CHALONE Notary Public, State of New York ~-- -- F egistratlon#01CH6287106 Qualified In Suffolk County (jammission Expires Aug.5, 20 i5 Notary Public, County 4(o ai�-1 NOTE: A COPY OF I HIS LIGHT GREEN COLOR PAPER DOCUMENT I NAL MARKED W1TH ORIGINAL:'IN BI UE INK WITH SIGNA:I"URE&DATE I I RED INK.IS ON FILE AT THE NORTHF.RN UFTS-Q�E.FOR '1 ��I t-� O \ / 1 r-t_ `` �( DOCUIME 'RIFICA:C'I._,N,PLEASE J IIL�� Lll� VVV LL�t�7s ` I CUNT-,, �� RTFiERN LIFTS C t ) ti E!...I VATO GOft�PANY D( FICTLY. l AUG 2 1 2023 ,. Cte-V&CoR Company r iT LONG ISLAND-WESTHAMPTON BEACH. NEW YORK (63 1) 725-0 1 98 UPSTATE NY MAIN OFFICE-PO BOX I 1 1 7 BOLTON LANDING. NEW YORK 1 28 14 (51 8)644-2831 WEB: NORTHERN LI FTSELEVATOR.COM EMAIL: NORTH ERNLIFTSELEVATOR@YAHOO.COM VERIFICATION OF MANUFACTURER INSTALLATION COMPLIANCE Date of installation: 8/l/2022 Installation Location: 1350 Smith Road Peconic,New York 11958 Installed by: Northern Lifts Elevator Company, LLC PO Box 1117 Bolton Landing,New York 12814 Manufacturers: Northern Lifts Elevator Company, LLC Type of Unit: 1:2 Roped Hydraulic Residential Model: Luxe-Hydra, single opening car 1� 11 m Rated speed: 40 fpm _ l F F R 0 19_023 OF NES MILOINU DEPT. Rated Weight Capacity: 950 pounds ��. . -f��, op 7OWWOFF�lo n� O Maximum Vertical Travel: 224" Unit Serial Number: CX 947513 0 250 �O i° This elevator is designed and manufactured to meet the ASME 17.1 S c.5-2016 code, and is in accordance with the Manufacturer's installation requirements. This certification applies Pany, ly to equipment provided by and or installation work performed exclusively by Northern Lifts Elevator Co LLC. Note: Routine maintenance is required to be done a twelve month intervals as per National Elevator Code requirements and Manufacturers recommendations.All maintenance and or repair work is only to be done by a qualified Elevator/Lift Mechanic.A Maintenance Chart and Log for this unit is to be located and kept at all times on site in the machine room or equipment area. qs DEPT.- TOWN"OF SOUTHOLD BUILDING 765-1802 INSPECTION OUNDATION 1ST ROUGH PLBG. 'FOUNDATION 2ND INSULATIOWCAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY TIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O R E M A!�R ,KS: .1 DATE INSPECTOR y�/� 1� '`/� W � O��OE SOOTyo 6 � 6 # # TOWN OF SOUTHOLD,BUILDING DEPT. `�cmnnr � 765-1802 INSPEC., N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL f ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c�; �v VVV� l � DATE � INSPECTOR pF soft Ll & I ✓ I I # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O v C^o REMARKS: o fN DATE ` 2 2 Z INSPECTOR I r 1A W OF SOUTy� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouxn,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ FFI GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n - �kwom� C 4 C DATE Zy INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: May 13,2022 To: Southold Town Building Dept. Re: Insulation Inspection Permit#46954 Shea 1350 Smith Rd. Peconic,NY 11958 To Whom It May Concern: This letter certifies that a Insulation inspection was performed on the above mentioned Addition and All Insulation was installequs per plans and meet all State and Local Building Codes. Any questions feel free o 11. in rely, F NEW;, CO0 Jame eerkoski P.E. Ld `p�O �0. .0 y0 AROFESS� �� i • � • . � • i FOUNDATION(IST) FOUNDATION(2ND) ®EV • ROUGH FRAMING:& ® ` INSULATION. ® �C� STATE ENERGY CODE ® �+; MAMMA A LDDITIONAL Cdr&ONTS WNW • ON - ri-W 10 d, - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20� Single&Separate Truss Identification Form Storm-Water Assess ent Form 2 LInor ontact: Approved 20 Mail to:/y/C' / (l Disapproved a/c d• Q,1f J� opo NY 11971 Phone: 1 "6S 65- Expiration ,20� tdini MACATION FOR BUILDING PERMIT pr Date /(/6Y /� ,20 2O 't INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commencedbefore:issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall.expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or 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 hh in building for necessary inspections. (Signature of applicant or name,if a corporation) N b: 1 6 2020 P- 0. & /047, SGY"=IVY 1, 971 (Mailing address of applicant) State whether applicant isowner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder = G6iy> Name of owner of premises "A2115,4 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 27" Plumbers License No. ng�) Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: J'lw� lzo�l� PFCoiV/c House Number Street Hamlet County Tax Map No. 1000 Section � Block Lot ?�, . - t•` t 1 1 _ l r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ZZEA"yl- L DN,E FSM/G 3� b. Intended use and occupancy RITIP'15N iwdE /—A. VlG y 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition_ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units O(/ t// Number of dwelling units on each floor 4741Z If garage, number of cars d Z 6. if business,commercial or mixed occupancy,specify nature and extent of each type of use. AIIA 7. Dimensions of existing structures if any:Front 740 Rear 70 Depth 46.-67 Height_?6 2 Number of Stories Dimensions of same structure with alterations of additions: Front 8® Rear O Depth ��,.4" Height __6 — 4-1.0 Number of Stories W 8. Dimensions of entire ew construction:Front 7C1/ Rear , / Depth Height .Z6 si Number of Stories D 1 0 9. Size of lot:Front ;5C O Rear 2G0. 3h Depth 1196.49! -SJ 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated P q0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO_ 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Naive of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES v NO J� * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAYREQUIRED. b. Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *1F YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFfZj5,eL%,,K KIIVJ,,V being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the y Q&,,6NT (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 knowledge and belief;and that the work will be performed in the manner set forth int DAVID J.JANNU771 Sworn to before me this NOTARY PUBLIC,STATE OF NEIN YORK qV day of fa s'.c�G�n No.02t'6052585 OuallfluJ Sy((olk County ✓�,��G�.. i,�'/'i��G�D omm�esio[t hxr 's Februpry 13, No ublic —` '�' Signature of Applicant Building Department Applicatik AUTHORIZATION (Where the Applicant is not the owner) residing at _ 13, U., R J, (Print property owner's name) (Mailing Address) Pt'�c'_ctltc: , hJ`� 11455 do hereby authorize MIC • -- 11 ��.___ to apply on my behalf to the Southold Building Department. (Owner's Signature) (Dte) Md Rl, (Print Owner's; Name) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 1, 2020 TO: Mike Kimack(Shea) PO Box 1047 Southold,NY 11971 Please take notice that your application dated November 16, 2020 For permit to make additions and alterations to an existing single family dwelling at Location of property: 1350 Smith Road, Peconic,NY County Tax Map No. 1000 - Section 98 Block 3 Lots 25.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this 36,116 square-foot parcel is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size,the minimum front yard setback is 40 feet. The proposed construction notes a front yard setback of 33 feet. Authori e Si ture Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson tiO��oE SO 53095 53095 Main Road • P.O. Box 1179 �. Southold,NY 11971-0959 , Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �IyCOU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631)765-9064 October 7, 2021 Michael A. Kimack Attorney at Law P.O. Box 1047 Southold,NY 11971 Re: De Minimus Request, File#7460 Shea, 1350 Smith Road, Peconic SCTM No. 1000-98-3-25.1 Dear Mr. Kimack We in receipt of your correspondence dated September 16, 2021 requesting a de minimus approval for the above referenced ZBA determination granting variance relief for additions and alterations to an existing single-family dwelling. In your letter,you explain that the width of the front covered porch is now proposed to be reduced from 26.4 feet to 22.3 feet while maintaining the same front yard setback of 33.3 feet as granted in the above cited decision. Additionally, you propose to remove a rear addition and to expand in widththe existing rear deck from 28.4 feet to 30.4 feet. Youindicated that the changes in design will not have any effect on setbacks granted and that lot coverage will be reduced from 12.60%to . 11.75%. I reviewed your letter, the submitted plans prepared by James J. Deerkoski, LPE, dated September 27, 2021, and the Zoning Board of Appeals determination. Because the deck expansion and the change in the front porch width will not increase the degree of nonconformance of the approved front yard setback variance, and will reduce lot coverage with no additional non-conformity created, I have determined that your request is de_minimus in nature. Please be advised that the condition that"the proposed porches shall remain unenclosed"will still apply. Please submit two amended sets of signed and sealed site plans and building 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. A es Weisman Chairperson cc: Michael Verity, Building Department Michael A. Kimack Attorney at Law >:.. RECEIVED P.O. Box 1047 Southold,New York, 11971 SEP 21 NZI Tel. 516-658-6807 E-mail: mkimack2@verizon.netpNiNG BOARD OF APPEALS September 16, 2021 To; Town of Southold , Zoning Board of Appeals Subject: ZBA File 7460; Applicant: Mari-Shea Request for a De Minimus letter We respectfully request a de minimus letter to the approved ZBA application for a reduction in .the width of the front covered porch-from 26' 41/2"wide to 22.3"with the.same 33 foot setback from front yard=as,previously.approved. The 32' 4' proposed rear addition is to be removed alorig;withrhe-expansion.t the existing reaz deck;:which is to remain. The bil-ca-hatch wii:1 reinam mats existing location and the AC:umts relocated closer to the bilco.hatch The north-side addition v�nll be_.ex"terided�.frorn�-28.4' to.3.0 10,be.even with the front of the.dwelling Lot coverage'would be reduced from 1 .60%to. 11:75%o. See Architectural drawing labeled Sal:.. " There:are ii additfonal proposed changes.to the relief granted under Article XXII,.Section 280- 124. Let me know if:you'require further information in this matter. Sincerely, Michael A. Kimack, Agent i � v BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF S�UryO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �1,��,oU Nov Southold,NY 11971 http://southoldtownny.gov RE EIVED ZONING BOARD OF APPEALS lg1/; 8 p TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 MAR - 1 2021 /1 • '. Sou old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 24,2021 ZBA FILE: #7460 NAME OF APPLICANT: Mari Shea PROPERTY LOCATION: 1350 Smith Road,Peconic,NY SCTM No. 1000-98-3-25.1 SEM DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 36,116 square foot parcel located in an R-40 Zoning District. The parcel runs 200.00 feet fronting Smith Road (a private road) along the easterly property line,parcel runs 186.49 feet along the southerly property line,runs 200.36 feet along the westerly property line,and 174.67 feet along the northerly property line. The parcel is improved with a two-story frame residence with wood deck and screen porch and an accessory swimming pool surrounded by a paving stone patio. All is shown on a survey prepared by John T.Metzger LLS,dated October 20,2003. BASIS OF APPLICATION: Request for a Variance from Article XXIH, Sections 280-124 and the Building Inspector's December 1,2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at 1) located less than the code required front yard setback of 40 feet;located at 1350 Smith Road,Peconic,NY, SCTM# 1000-9803025.1. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations that will expand the size of an existing covered landing open front porch entry,while maintaining the existing non-conforming front yard setback of 33 feet,where code requires a minimum 40 feet front yard setback. ADDITIONAL INFORMATION:The parcel previously received variance relief in Appeal No. 4883 on November 16,2000 for a non-conforming front yard setback of not less than 32 feet. h Page 2, February 24, 2021 Shea, #7460 SCTM No. 1000-98-3-25.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 4,2021 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 5267-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 neighborhood consists of single-family homes that vary in size and style. The subject property is larger than many other lots on Smith Road. The re-designed entry porch will be better suited in style and scale to the existing dwelling and will improve the dwelling's overall appearance, while maintaining the existing front yard setback which is more conforming than the setback for which the applicant has previously been granted variance relief. 2. Town Law 5267-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 existing dwelling has a conforming 40-foot front yard setback and the existing front porch setback is non-conforming.Therefore,any additions and alterations of the entry porch on the front of the house will require the benefit of variance relief. 3. Town Law&267-b(3)(b)(3). The variance) granted herein is a mathematically substantial, representing 17.5% relief from the code. However, the applicant is maintaining the existing 33-foot front yard setback of the existing small covered entry porch,which measures only five(5)feet in depth,for the new wider entry porch 4. Town Law 5267-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 5267-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 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes, seconded by Member Acampora,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans prepared by James J. Deerkoski P.E.,and labeled S-1 and A-1 through A-6,dated November 8,2020. SUBJECT TO THE FOLLOWING CONDITIONS 1. The proposed porches shall remain unenclosed. Page 3,February 24,2021 Shea,#7460 SCTM No. 1000-98-3-25.1 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 Cert 7cate 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 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. 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. Vote of the Board: Ayes;Members Weisman(Chairperson),Acampora,Dantes,Lehnert, and Planamento(5-0). slie Kanes Weisman,Chairperson Approved for filing A / 2021 BOARD MEMBERS Southold Town Hall Leslrz Kanes Weisman,Chairperson O��F$UUryDI 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �IiYCOU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 October 7,2021 Michael A. Kimack Attorney at Law P.O. Box 1047 Southold,NY 11971 Re: De Minimus Request, File 47460 Shea, 1350 Smith Road,Peconic SCTM No. 1000-98-3-25.1 Dear Mr. Kimack We are in receipt of your correspondence dated September 16,2021 requesting a de minimus approval for the above referenced ZBA determination granting variance relief for additions and alterations to an existing single-family dwelling. In your letter,you explain that the width of the front covered porch is now proposed to be reduced from 26.4 feet to 22.3 feet while maintaining the same-front yard.setback of 33.3 feet as granted in the above cited decision. Additionally,you propose to remove a rear addition and to expand in width the existing rear deck from 28.4 feet to 30.4 feet. You indicated that the changes in design will not have any effect on setbacks granted and that lot coverage will be reduced from.12,60%to 11.75%. - I reviewed your letter,the submitted plans prepared by James J.Deerkoski, LPE, dated September 27, 2021, and the Zoning Board of Appeals determination. Because the deck expansion and the change in the front porch width will not increase the degree of nonconformance of the approved front yard setback variance, and will reduce lot coverage with no additional non-conformity created, I have determined that ,y your request is de-minimus in nature. Please be advised that the condition that"the proposed porches shall remain unenclosed"will still apply. Please submit two amended sets of signed and sealed site plans and building 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. Sinc ly C eslie K es Weisman Chairperson cc: Michael Verity, Building Department Michael A. Kimack Attorney at Law ; PZF-CE VEE P.O.Box 1047 Southold,New York, 11971 SEP 21 ZOZI Tel. 516-658-6807 E-mail: mkimack2@verizon.net 20NTNG BOARD OF APPEA4S September 16, 2021 To; Town of Southold, Zoning Board of Appeals Subject: ZBA File 7460, Applicant : Mari Shea Request for a De Minimus letter We respectfully request a de minimus letter to the approved ZBA application for a reduction in the width of the front covered porch from 26' 41/2"wide to 22.3"with the same 33 foot setback from front yard as previously approved. The 32' 4' proposed rear addition is to be removed along with the expansion to the existing rear deck,which is to remain. The bilco hatch will remain in its existing location and the AC units relocated closer to the bilco hatch.The north side addition will be extended from 28.4' to 30.4` to be even with the front of the dwelling Lot coverage would be reduced from 12.60%to 11.75%. See Architectural drawing labeled S-1. There are no additional proposed changes to the relief granted under Article XXII, Section 280- 124. Let me know if you require further information in this matter. Sincerely, W�a 4_��/ &g wp _� Michael A. Kimack, Agent APPEALS BOARD MEMBERS �$11FF0(,�c Southold Town Hall 53095 Main Road Gerard P. Goehringer, Chairman a P.O. Box 1179 James Dinizio,Jr. CA x Lydia A.Tortora _ • Southold, New York 11971 Lora S. Collins ZBA Fax(631)765-9064 George Horning �! t �`a Telephone(631)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 7, 2000 Appl. No. 4883—MARI SHEA STREET & LOCATION: 1350 Smith Road, Peconic 1000-98-3-25 DATE OF PUBLIC HEARING: November 16, 2000 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is located on the west side of a Smith Road (a private road) in Peconic. The property contains a lot area of 36,000+- sq. ft. with 200 ft. road frontage. Existing is a one-story frame dwelling, accessory garage and swimming pool located in the rear yard. The front wall of the house is 38 feet from the property line; a stoop, about six ft. wide, extends out 5-1/2 feet from the front wall. BASIS OF APPLICATION: Building Inspector's September 11, 2000 (corrected November 13, 2000) Notice of Disapproval, denying a permit to expand the house because the proposed addition would be less than the Code requirement at Section 100-2448) for a minimum 40 ft. setback from the front property line. AREA VARIANCE RELIEF REQUESTED: Applicant's original application for a building permit proposed a five-foot front porch, eight feet deep and running the entire width of the house, with a second-story deck. Applicant requests a variance authorizing a front yard setback of 30 feet to accommodate an eight-ft. porch as amended. REASONS FOR BOARD ACTION: Based on the testimony and record before the Board and personal inspection, the Board make the following findings: (1) Because the existing house is less than 40 feet from the front property line, any addition at the front requires a variance. Applicant's plan for expansion of the house includes a front porch as an integral element. (2) Applicant proposes a major expansion of the house, adding a second story and a full-width front porch with deck above. The change from a one-story house set back 38 feet from the front property line, to a two-story house set back 30 feet, would be substantial. Concern for the visual impact on the street and neighborhood leads the Board to conclude that a greater setback is need in order to avoid an undesirable change in the character of the neighborhood or detriment to nearby properties. (3) There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. Page 2—December 7, 2000 ZBA Appl. No.4883—Marl Shea Parcel 1000-98-3-25 at Peconic (4) The action set forth below is the minimum necessary and adequate to enable applicant to implement her expansion plan while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Chairman Goehringer, seconded by Member Tortora, it was RESOLVED, to DENY the requested variance and ALTERNATIVELY GRANT a variance authorizing a front yard setback of no less than 32 feet from the property line. VOTE OF THE BOARD: AYES: Members Goehringer(Chairman), Tortora, Collins, and Horning. This Resolution was duly adopted (4-0). Member Dinizio was absent. GERARD P. GOEHRINGER, CHATRMAN BY r Tov;n Tovni of BUILDING DEPARTMENT=Electrical Inspector off. = Gy1, TOWN OF SOUTHOLD y x Town Hall Annex 54375 Main Road - PO Box 1179 . o`.. Southold, New York 11971-0959 y?lpl. : , a4l. Telephone (631) 765-1802 - FAX (631) 765-9502 rocaerr.Ca�southoldtownny aov sea nd0southoldtownnv ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: �� g ��ai Company Name: �- f�i S' ( L-�— C Electrician's Name: 30� ,y'v License No.: .,574r/7. Elec. email: S l 6 I l . if on .Elec. Phone No:Sj6 J$I reque§t an.email copy of Certifcate Compliance . .E1ec. Address.; j>o max r; _ Sou i-t .C.� . . JOB SITE INFORMATION (Ali in Required) Name: ; Address: I .3p : :Sr�t I T-1, 2c( Cross•Street: Phone No. Bldg.Permit#: : Ll 6 01 57�44 email: Tax Map.District: 1000 Section: Block: Lot: BRiEF'DESCRIPTION OF`WORK; INCLUDESQUARE FOOTAGE (Please Print Clearly): Square Footage:. : . '000 Circle-All That APPly: Is job ready for inspection.. YESN Rough.ln Final ".Do you need a Temp Certificate?: YES NO Issued On Temp Information: (Ail information required) Service 1 Siz Ph 3 Ph Size: o o A #Meters.. _ Old,Meter#. New Service- Fire Reconnect- Flood;'Reconnect Service Reconnecte nder round Overhead #Underground Lateral 1 2 (EEL Pole Work done on Service? C_y) N Additional=Information: 'PAYMENT DUE:WITH=APPLICATION DEC - 8 20211 h�o�sUFFOI��,Gy� v O BUILDING DEPARTMENT-Electrical Inspector 0 < TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Date I 2021 Customer Name nk Electrician Name at S 0,2--e � Address VTp4Phone P S�v e-mail e-mail Lq d i G!s✓1/I Phone License# 7 Al Size '�-2 A Phase�_Overhead Underground #of Meters Remarks T #of Underground Laterals 1 2 New ' "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that thiFinsZ11!tin is complete,the town will conduct a premises inspection of the service equipment. \ This verificati s vali or the date above. \ �� Authorized by I,— SuffO(R` BUILDING DEPARTMENT=Electrical Inspector yam► TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 . o i:.... Southold, New York 11971-0959 1p1 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownnv-aov seand(a)southoldtownnv oov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali i6formation Required) Date: �a �,,�� Company Name: ./_7 C Electrician's Name:. 30 6 v ,.a? License No.: .S7$ !_ Elec:_email: Elec. Phone No', t 6 l reque§t an.emaiC co py of Ceitifcate of Compliance ..Elec.Address.: JaB..S1T.EJNR-,'0R-,' ON'�(All Information Required). 'Name:. . Address: : :I 3 Sp S.r,?, t T'G,' ..( o.crr )o p. z Cross:Street: AI" 1 N Phone No: Bldg.Perniif#: L[L QI Tax Map District: 100 . .. Sectfiorf: o • BRIEF DESCRCPTIOWC3F_'WOt�KOT.ACEeaFOn:nt �r arly). 00 Circe All hot...... :.. a. Sglare;Foo"t_age: :� e;0014 op " ,PPS Is job ready Ioi•inspection.. YES/ N Rough.ln Final " Do you need a Terrip.Certifieate?: YES NO Issued On Ternp Intorn atlOn: (All information repaired) Service Siz. 1 Ph '`3.Ph Size: #Meters._ f O.Id.Meter#. New Service-Fire Reconnect- Flood,Reconnect Seivice Reconnecte rider round Overhead #Undergroundtateral 1 2 H Frame Pole Work don on Service? Y N dditi6hW-Information: qg �_. ...., , �..: EqY ENT`C3U =:�1tT ? LIATrON co U` [1€C 2021 1 PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon . Micro Generator Co m bo Coo kto p Transfe r AC AH Hood Service Amps Have Used Special: Comments. pada Michael Hand P.O. 1256 Mattituck, NY 11952 Email: Office: Fax: Cell: michael@mchdesignservices.com (631) 298-2250 (631-315-7175 (631) 965-1947 /?� 1 i Shea Residence 1350 Smith Road - SEP 1 0 2021 Southold , NY TA. Amended Changes: S-1 site plan updated to reflect reduction of proposed addition, updated lot coverage calculations. A-1, A-2 updated elevations to reflect changes to building.reduction, including some changes to window locations. A-4 foundation rear 32'-4" x 8'-0" addition removed, rear porch addition removed (existing to remain), new bilco removed (existing to remain), egress window added; basement stair relocated, elevator relocated, misc. alterations made within existing-proposed (structure, walls, etc.). A-5 1st. floor rear 32'-4" x 8'-0" addition removed, rear porch addition removed (existing to remain), layout alterations to proposed addition and minor changes to existing. A-6 2"d. floor layout changes with elevator and stair at addition made A-7 Roof plan modified, removing roof over former rear addition / A-8 section B removed (no longer relevant with rear addition removed). j l i i I SCTM No. 1000-098-03-25.1 DESCRIPTION AREA LOT COVERAGE EXCAVATION FILL PROPERTY 36,116 SF 07000 10011 DISTURBANCE 3000 SF EXISTING GARAGE: 493.3 SF 1.36% EXISTING POOL: 648.0 SF 1.79% I \ 200s36 EXISTING HOUSE: 1898.0 SF 5.25% - - EXISTING SUNROOM: 378.0 SF 1.04% O EXIST. EXISTING WEST PORCH: 69.2 SF 0.19% ` - UG LP TANK EXISTING EAST PORCH: 32.0 SF 0.1% QDEXISTING EAST DECK: 281.3 SF 0.77% O EXISTING HOT TUB: 49.0 SF 0.13% ujPROPOSED ADDITION: 284 SF 0.9% 150 CU.YD. 50 CU.YD. PROPOSED WEST PORCH 111.7 SF 0.31% 10 CU.YD. 5 CU.YD. Q0 ADDITION M m 10 -I DRYWELL 8'X6' 10 CU.YD. 4 CU.YD. m 0 ui m O z O � TOTAL 11.75% 170 CU.YD, 59 CU.YD. � r EXIST. GEN. O MEETS AND BOUNDS BY: PECONIC SURVEYORS 24.3' 3 • O 10/20/2003 VolX - J - [0�� D EXISTINGSTORM WATER MANAGEMENT DETAILS 33 .4' ' ` \� _ = ' `� �� _ -- � . \� _ - � ` - ��- ETATCHEDEXIST. N.T.S. ROOF AREA:1117 SO.FT. GARAGE AT 100%WATER RUNOFF:1670 CU.FT. X ; -, . . - - ,� � -, . - POOL PROVIDE(1)8'DIA.X 6'DEEP DRYWELLS E X I ST I N G FENCE DRYWELLS CAPACITY:253.5 CU.FT. �...4 PATIO SILT FENCING }_... OGEE GUTTER-STANDARD 5" NOTES: 3 .9 1)�EXECUTION: OTNOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 144 1�J EXISTINGGRADE 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION, 18'X36' ` r ` B). PREPARE SURFACES RES METHODS RECOMMENDED BY DER HE PROJECT C FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. X---- - / / z �I^ C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH(DISSIMILAR \-J r METALS WITH PROTECTIVE BACKING PAINT. - � I N G RO U N D �,_�, , �_� 7J7 3.INSTALLATION: W 1�"•/'I: Z7 -J - A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. POOL I V , U- 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. y a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND O ACCESSORIES. �\ X ,1 Ji>-- J -� B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT H J CONNECTORS, �l 3).00 NNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL N / \ CONNECTION WATERTIGHT. � O WDRYELLS TO BE 10'MIN. 4).PROTECTION: J ' ^ J / \ AY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL X ; '_ ;^ J; EXISTING STI N G I I SOIL I COMPLETION. p� 33 . 7 - LOCATION I-I x Z PORCH E•� .. V/J ," ��x � O EXISTING x CONCRETE V EXISTING !/� BILCO WASHOUT > / / I > AC UNITS �/SUNROOM VolEX. WELL ` 00 25.3' PIT C!� / / 10.0L1J z O EXISTING/ (- 0 DECK / Luj /) - PROPOSEDm �---� ryoo ADDITION z •--• EXISTING 2 STORY HOUSELn 8'X6'\ w ^ IDw- -I ��, U L� � � tio�� 5 EXIST, �\�o 2ND. FLOOR / 10.0' STRUCTURE 2. 1 25 .5 Zz = ---, 22.3' �s3 Lu PROPOSED J I EXISTING PORCH PORCH Ln L _ TO REMOVE _ _ SILT FENCING SEP n D _ 06 � SITE PLAN _ 0 m SCALE. 1 10'-0" • m m -p DRAWN BY: MH 131d Dept pt COPY from Z13A Final review 9272021el�lgC �nts / / i ZBA File# 1300.0 Date: CO STRUCTION i e) �� SCALE: SEE PLAN 0NTRANCE � �� 1-0 -7 10023 ' 00 " �--- NEW ), 200 . �. �5� �ERk 1- SHEET NO: CO s� ul r `A W 7252 <v O p�O S1O�P�' . INDIAN NECK ROAD E cn r it 4 0 JUN 2 2 2022 BUILDING Utr I. TOWN OF S01.1THOLD LOT 25 " OLUESTONE DRIVEWAY 174.67 Ma+ � COR. ' E• OIL STOCKADE FF!►CE n" DRAY �1 79037'00 N I ' N� 4.2' $4 20.3• 9LUESTONE 1 A 3.6' I4 O 7` FR 6.3' •31 GAR. w CONC, 30.4' -35.1' 0 FR. SHEDS 20.3' GENERATOR D 'D OUTSIDE SHOWER cq WITH WOOD DECKING " 2 AC/HEA N 27 �o ' w^meows O ND LOT ax 2 STY. FR. � ° HOUSE 3=.0' 4J' O l O D �sDECK NOS i Q g STOCKADE ` �.� CAN•Trs OVER I FENCE STOR T ° Z pLfl HEA UN! v O \o m �o LOT 29 TAN m ppT10 _ G ' STOP pA 1 N 60.5' CE fTAL PATIO O q p 0 0 L AROUND O_ FENCE 0 O E0L i 1 W1 - ------ - 12.0' Row OF. ABROVITES 0000000 OOOOQ� , 600 ;)00(900SIP E� 186.49 1 o.g u • ' W. MON $. 7937'00 LOT 31 SURVEY OF PROPER T Y A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000 - 98 - V3 ,, -, 25.1 SCALE 1 . = 30' MAY:12, 2022 NO TE, LOT NUMBERS ARE REFERENCED TO SAP T �T " MAP OF IND/AN,NECK PARK " FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MA Y 27, 19/3 AS MAP NO. 551 �1r AREA = 36,116 sq. ft. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CAPVIJ OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SSDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR 770S MAP AND COPIES THEREOF ONLY F / N.Y.S. LIC. N0. 496/8 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. , aDDIT/ONALL Y TO COMPL Y WITH SAID LAW TERM 'AL TERED BY ' ECONIC URVEYORS, P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY (63/i 765 - 5020 FAX (631) 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH 'INSPECTED 'AND P. 0. BOX 909 BROUGHT - TO - DATE 'ARE-NO T IN COMPLIANCE WITH TME LAN: 230 • TRAVELER STREET COUTHOLD, N.Y. 1197/ 87 - 734 SCTM No. 1000-098-03-25.1 DESCRIPTION AREA LOT COVERAGE EXCAVATION FILL PROPERTY 36,116 SF DISTURBANCE 3800 SF EXISTING GARAGE: 493.3 SF 1.36% EXISTING POOL: 648.0 SF 1.79% ' EXISTING HOUSE: 1898.0 SF 5.25% EXISTING SUNROOM: 378.0 SF 1.04% EXISTING WEST PORCH: 69.2 SF 0.19% EXISTING EAST PORCH: [32.0 SF] TO REMOVE EXISTING EAST DECK: 281.3 SF 0,77% EXISTING HOT TUB: 49.0 SF 0.13% N 07°00'00" W 200.36' O.•' EXIST. PROPOSED ADDITION: 543.4 SF 1.50% 200 CU.YD. 50 CU,YD. t ' UG LP TANK ! z W PROPOSED EAST PORCH 96.7 SF 0.26% 4 CU.YD. 2 CU.YD. C w/ADDITION ABOVE: W w (P m �7 3 Z PROPOSED WEST PORCH 131.9 SF 0.36% 10 CU.YD. 5 CU.YD. 0 0 S ADDITION .�.,. 00 ?Or EXIST. GEN. TOING (� O DRYWELL 8'X6' 10 CU.YD. 4 CU.YD. 24.3' O rH` -r,J21;.A I ;n EXISTING 33.4' 'i- o DGARAGE til -'' EXIST, GARAGE TOTAL 4588.8 SF 12.65% 224 CU.Y0, 61 CU.YD. .'� POOL p� 'EXISTING' FENCEi 11�II PATIO O DN _ 3.9 EXISTING GRADE /- ,\TF MEETS AND BOUNDS BY: 18'X36I / \ yQ 0 INGROUND W' 1 SOIL \� PECONIC SURVEYORS A W LOCATION < POOL •� 10/20/2003 H Z R - EXISTING PROPOSED \ w - ' I 1 DECK/PORCH PORCH ! ■r—r,. H v 33.7' :•-. - _ _ -_.—_— 9.T —""'- _ BP,CO CONCRETE AC UNITS WASHOUT O Q.WELL ;;SUNROOM // cn PIT 2PA I ;,0 0 Ki r\/ v 7 /i. PROPOSED R� ADDITON ISTING25TORV HOUSE/ / :'^/-•' a /8'X6' �S /';� a / DW 1 W E 2ND..FLOOR FLOOR /.,�, //.• //:'� r' '0 25. STRUCTURE LL I 26:4--- PROP ED z �-- w J DECK/ RCH Q _ EXISTING _ ��H _ v "L SILT FENCING p 00 ;p z bo 1300.0' CO STRUCTION S 10023'00" E 200.01 NTRANCE S M I T H R O A D STORM WATER MANAGEMENT DETAILS ROOF AREA:1117 SOFT. N.T.S. AT JW%WATER RUNOFF:187DCLL FT. PROVIDE(/)6 DIA.X 6'DEEP DIT WELLS DRYWELL6 CAPACITY 2536 CU FT. SITE PLAN OGEF GUTTER.STANDARD 5" SCALE:1"=20'-0" I).EXECUTION A).DO NOT BEGIN INSTALLATION UNTIL SUB51RAT6IIAVE BEEN PROPFRLv PREPARED. 41 1),PREPARATION; DRAWN BY: MH / A).[PEAR SURFACE CES USING M PRIOR TO ECO INSTALLATION- PREPARE 8).PREPARE SURFACES USING LTS FOR T RECOMMENDED BY THE HE PRO RICE FOR AAINT cDGTMEBESTTAL SURFACES THE SURFACESUBSTRATE INCONTHEDRORR_!CONDLAR C) METALS O METAL 81WNG PMUI NT SURFACES IN CONTACT WITH DISSIMILAR 11 i 1/8/2020 3.INSTALLATION: VL A).PERFORM WDRI(M ACCOPDANCE WTTH WA HPNDBOOK AIA THE DRAWINGS. 'j� PLAN 1>.GUTTER TOFPITCHED TOWARDS IFADER I'TD 2"FOR EVERY,D'OF RUN. N SCALE: SEE PLAN 2).SHEET METAL RAIN LENGTHS WITH WATERTIGHT)OINTS. s).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND .`ACCESSOIU B)• p R 40 CMAX WITH A BUTYL SFMANT"7CIINT �P y�. DC R 0V ET CONS DOWNSPCUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. * SHEET N O: DRY WELLS TO BE 10'MIN. 4)PROTECITON: n Fwi AWAY FROM HOUSE A)PROTECT INSTALIED PRODUCES UNTIL ODMPIEFION OF PROIECT. TTL B).MUC HIP,REPAIR OR REPLACE DAMAM PRODUCTS BEFORE SUBSTANTIAL ZN coMPLEnaN. �>25 1 � • Oo 0 0 ��s oNP`' am ti --- ---- --- -- : Y f - _---_ _ _ _�1 - -__ - _- - _ _ F-1 T 1 _ J: 711U FM N - - I 1 L � � T _ 1 - r r-f- I ; - .L t _L�. J_� 1 r.1 - ,. L _ . _ J; �r I; I i PROPOSED EAST ELEVATION LLj V SCALE:1/4"=1'-0" Z A O W o w A z Z: � c M W W � a ----------------------------- L Li ---- - -- -- --- --- _ ------------------ -------- - H - - - -- ',�-_; H 7: N -_ - --- ._- ---__- _ _ T ; i TLi ` .I 11 T 1 r ? - I ._ -^ I I ti : DRAWN BY: MH 11/8/2020 PROPSED NORTH ELEVATION SCALE: SEE PIAN SCALE:1/4"=1'-0" EF r0 SHEET NO: r > F 072502 ¢gt A� l 1 F FM L-1 L T FTT-� UL= 'T Vol H+ I7 .1-j- F,77 ul w PROPSED WEST ELEVATION- J` U SCALE:1/4" 1'-011 Z o Z - Z� � No Ln j TM ry Ln Ll I T� 7 L- --r---TT-1 -LL LILLT -T -F7 DRAWN BY: MH il/8/2020 PROPOSED SOUTH ELEVATION- SCALE: SEE PLAN SCALE:1/4" 1'-0" N DE SHEET NO: LU c^ O 072 rE cAONP mm A E%ISTING DECK 110", EXIST NG 4E%IY M ::::-: -10 000 ITH 0 ExVNG OEGK EkISTING KRCF'EN EXISTMG DEN ; _ /E%ISTI 0 1 £%ISTING FAMILY ROOM E%ISNNG DINING ROOM Mow Ll"G ROOM E%ISTMG POP[N O �, W A EXISTING 1ST. FLOOR PLAN I� n Qo (� SCALE:1/8"=11-0" Q 1"x'1 a Ln Z � o o a £%ISTING BATHROOM TQ1$"j%BATHROOM E%6TING BfOROOM EIPSTING HALL ELUTING HALL EXISTING NAIL EX15MNG OFFICE Ejtf5TIN6 BEDROOM UaMG WALK IN CMT E%ISTING BCOROOM EXISTING 2ND. FLOOR PLAN DRAWN BY: MH SCALE:1/8"=11-0" 11/8/2020 NEw� SCALE: SEE PLAN o 5 Cf SHEET NO: R�FES low- 32'-4" 5'-0" 14'4" 7-5" 5'-4" 9'-4" 2'-0" 5'-10" T-10" 1 0 b (2)2%10 ACQ GIRDER (2)2X10 ACQ GIRO 12"dia PIER• �• I 1/ / MIN.3'BELOW \ n ° GRADE(fYP) V I p tO J-- l- j-i- a /EXISTING," 32XdPIEFo •3 m1 132'%YXl'FTG I Y 3'BFIAWfiMOE, 4t� W --------- --- ------ ° --- ------------------ (2)2X10 FLUSH °e r44 EARS'r y_y-!-_ _ '� _� ° 4' AIR j EX.CRAWLSPACE/ EXISTIN3 /, , w x o LL o I wn ,i' 14r 9t @7-7/16" W EXISTING CRAWL SPACE j // // 7-7 /7 BILCOARD /; =G o z 2XIo I o i / / /vents/ 3 a• () / T-4" �: cur our ;2'-0„ S EX.WALL ° ---` i i o AS REQ. .(3)2X10 DFM2 ® EXISTING DECK./ UNDERPI (OPTION RE-BUILD EX. AL, NDERPIN(OPTION RE-BU ILD) ----- EX.WALL ° % 4 i� e•0. ,FXFORS ETONETR10.At NEEDED ICWDOPETONEWBASEMENT 1 //' / ; / / / / / % j / // /// / /j// / % , / / / / •_~ y� { (OPTIDNN WAILERTOP441t 3 ' pT SNE.IT"iNGi"EDERTO PROifR w FROM fIEMENT$IhF) K / 16 0 0 CNC.BLOCK PIER FON 24:'X32"X12"fTG(TYP) � � 2XIO DFp2 FJ 1®16"OC EXISTING BASEMENT j/ ' //" % / /%�'-- �' /;-,' / •' / / / z 1 / % ////' / / / •/ /// / /Xx/ VIF), t�°(/ ,: 0//" '% // ' 6v11" /6'-10'4" .2'11%" 1'8t/: 9'-4" 8X16 CONC BLOCK PIER ' ' !/J[V t/ -O\100 /• ® 8X36 CONC BLOCKPIER __ _- � _ N `'� N ..__,QN 24'X32'X12'FTG(TYPr /ON 24"X32"X12"FTG QYP)- J / _5' 5'-87/2" Ol r�9 C4 z 3 2X10Ln V fl OT RS TOB N ERp1FGg' M W / / / /�T � / / , ; /' / // // / �. '"/'' •, / ./ / //, INSTRIJCS'Ip .P IMETER JD/ALL 8 RA ER WFTH r( A VE 4" EATMNG /8 TYPE- ,P1PETE HE ROCK IN SYALLIKiNG AND / / / n•// /ADIIITI ALF AMjP�G MEMBERS AS REPOIRED. / EXISTINGCRAWLSPACE /' / / / ' / D AN ALL MEdSI0N8TOAEVERffIEDPRIORTO 141950 ° ; �/ / / i// / ,EXISTING CRAWL / ION 8" A 24"R12�OOTING AT PERIMETFA / ; ELEVATOR EVAT'OR 8 ON U D.VNDWIN(fJPTI AL / 4D NATE PQ 1�IOpYANp E- ILD AFF ED,fRAV, CE EX.CRAWL SPACEALL ADJAEE',e({ot�P�Rf�E D A R s FT. /' ME6A AL LOCA 'N A DN AECESS VE IED FIECD /' ®; -23(l OF 1 oc as BARS "OC ~~ j/z / Q N I 2XBACQLEDGER,FASHED AND fASTENED w/LED ERLOK SCREWS(TVP 10'o" REMOVE EXISTING 12"dia PIER w/ PORCH p _ I cli 2K6 ACQ 2'X2'XI'F7G , Zn @16-OC E 3'BELOW GRADE ,, !C\� (3)2X6 ACQ GIRDE0. - `p' (3)2X6 ACQGIRDER �.Y (3)2X6 ACQ GIRDER 10" 10" 26'�4Y2" 1.8'h PC WALL(10"THICK),DAMPPROOF EXT. 6.BILCO WALL AT 8".CONFIRM DIMENSIONS AND EXTENSIONS PRIOR TO CONSTRUCTION. DRAWN BY: MH 2.16"X 8"FTG w/(2)#4 REBAR, e 7.ELEVATOR SHAFT AND FOOTINGS TO BE VERIFIED 3.UNDERPIN AND DUTCH WALL TO BE INSTALLED WITH MFGR AND INSTALLER PRIOR TO WHERE REQUIRED.RE-CONSTRUCT SECTIONS CONSTRUCTION.FRAME OUT FLOOR OPENING 1 1/p/"]/►�O AS NEEDED,NEW STAIR TO BASEMENT TOBE (3)2X10. 11 C7 GV PROPOSED FOUNDATION PLAN EVALUATED IN FIELD FOR EXCAVATION AND REMOVE WALL SECTION AS REQUIRED, 8 4"CONC.SLAB AT NEW BASEMENT. SCALE:1/4"=1'-0" 4.VERIFY OPENING LOCATIONS AND WINDOW 9.VERIFY ALL DIMENSIONS OF PROPOSED AND ��of NCyV SCALE: SEE PLAN SIZES WITH OWNER BEFORE CONSTRUCTION. EXISTING AND ADJUST AS NEEDED.ADJUST WALL f P �• EF,q 'Q ALL WINDOWS TO HAVE AREA WELLS. HEIGHTS AS REQUIRED FOR FINISHED FLOOR HEIGHT GJ C Q TO MATCH EXISTING. .� `� SWEET NO: 5.2X6 ACQ SILL PLATE w/TERM ITE SHIELD AND F•. � :� SILL SEAL PER CODE. (7 -t SAO 07 25 �OFESS ONP Am=4 I J 191-8' --------------- --------------- NEW BILCO DOOR (TO REPLACE EXISTING) EXISTING DECK/PORCH WITH EXTENSION -v' RfM WE EX.POST EXPAND/RE-FRAME AS REQ. REPLACE EX.DECKING 32'-4" AND RAILING 00%ED IN iD _ �2)1.3/4X94/2 ML w/3/8✓_STE TALL;(3)11.7/8 ML)BOXED IN ' 01 .-- 00 10'-6" 4'-3 6'8'/s° 9'-514" 4'-7" 2'-0" x 4 VIF _ EXISTING AC UNITS DRYER HOSE TO BE RELOCA •D G53 REUSE E.DOOR TW2 6 VENT BIB 2636 AS SHOWN( IF) (2)2X0 HDR i r (2)2X0 MDR )2X8 HD O 2%8 HD !. (TEMPERED) EXISTING D, MUDROOM O 0� WALK-INCLOSE Zn BATH 00 EXISTING SUNROOM " 3'-0'/:" 6'-7" 12'-3" S' H HALF BATH r n r L 3/4"SHTG. O ' V OUTSIDE OF O ZI N CLOSET r IAUNDRV E e WALL o CM TE S N ------------ ___ ______ r 3 000 O (212X10 HDR (2)i-3/4%11-7/8 ML w/3/4"STEEL FLUSH BEAM O 0 14'-1" 2'-0" _ m EXISTING DECK "' - PROPOS06 BEDROOM EXISTING KITCHEN _ eN (EX,BEDROOM TOBE I EXPANDED/ALTERED a OMMITTD'At 2ND.FLOOR) i $ . I ° LL 29'-11" ° 7'-6" 0 W, w soup F DDDR •- -----. ' I EAMIRSTRSIPPIN r 2%30 HDR -O REMWEEO CO WALLS ASREQUIRED AEfPAME EXISTING AS ,- i ONEELFD FOR NEW ALTERA-IDNS OYFI ;=1 HALL 16'-0%a"PANTRY U] - (2)1-3/014100 12.-.BlTIN (3)'XSO HD (3)77 OHDR 1 T-O' 5•-0" ZI O OCLOSETVM^I w ao � Vl•1-950 ' r-4 p,, EXISTING FAMILY ROOM N 40X54 IN J q = - QLEVATOR Z. r^ O V P _ x 00 y r 5'-1%=" m 2'-5%" „ (m m Z WINE EXISTING DINING ROOM EXISTING LIVING ROOM ; p N i REF 4' 1" '2'-0 0 ' PROPOSED r' g w q ENTRY UP' 481w STAIR m 16" ( i SSR9T LED 7.1/4" N �- n IT a n (3)2X10 HDR ^~ v I N TEMPERED Q (2)2X12I w/1/2'STEEL HDR i (2)2X10 HDA (2) /4X9.1/2 D0. -_-` -7/8AX2 (2)11.7/8 Ml N ? TW2846 RELOCATE ? RELOCATE TO CENTER 11-7/8 TIS60 p �a, OR REPLACE(T80) 12"dia FG COLUMN @716"OC 'cl G7 w/6X6 ACQ POST 3/6 "® _�3Lf.4.�7.1/4MjBXI1-374`77197N_L j0%IN)4f 73-71 LBXL - 5 ,SNI I _______----------------------- ------- 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER ALL BATHS.PROVIDE BLOCKING AT 8'-0"OC.AND MIDSPAN. MANUFACTURE'S INSTRUCTIONS. 7).PROVIDE 2-2X10 DF02 HEADERS OVER ALL BEARING WALL OPENINGS 2).PLATE HEIGHT AT 8'-0"-MATCH EXISTING UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN STUDSON EACHSIDEOF OPENING PROVIDE 3JACK STUDS ON EACH 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 OFg2 STUDS AT 16"O.C. SIDE FOR MICROIAM HEADERS. STAIR WALL AT FRONT TO BE 8"THICK i i a/202o SCALE:1/4"=1'-0" 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 4),EXTERIOR SHEATHING TO BE 1/2"THICK FIR COX PLYWOOD. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 11/p FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc, S).EXTERIOR UNDERAYMENT TO BE HENRY BLUESKIN VPSOO SELF•ADHEARED PER CODE. WATER RESISTIVE AIR BARRIER,OVERLAP 3"min.VERTICALLY,,2"min. SCALE: SEE PLAN HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE �� OF NC-k, INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WLTH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ,tP S. pEr p 10).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. * ` N�� SHEET N O. C) ea4 RO�ess)o P� Amm5 10'-3" '-0' 5'-8" 4'-7" t p 2X4 PLATE i TW 846 \ / V 12)2x8 HDR O H EXISIING BATHROOM EXISTING BATHROOM T-0'1 EXISTING BEDROOM 0 ATTIC 15'-7%" CORE DOOR W/ WEATHERSTRIPPING t`? O WEATHERSTRIPPING AND DOOR SWEEP EXISTING HALL EXISTING W (2)2 ALL � K8 HDR M EXISTING HALL _ V rn 1_0n k JE, 1+1 z - -4 12)1-3/4X9-1/2 ML HDR / —_ (2i2%SHO (2 I-3/4X9-1/2M HDR w Y.__ �4 m tel` M W ICE -1-950 EXISTING r EXISTING OFF aaxs4 f ^ a EXISTING BEDROOM E�EVATOR ko EXISTING WALK-IN CLOSET f LL /� EXISTING BEDROOM ALK ININ ~ " �cV{-+I ALTERATIONS A" 12'-4Ya" 5'-E' THERAPY/EXERCISE ROOM L FORMER BEDROOM ' 119. ' O I 17 EQUIPMENT LAYOUT PER THERAPIST ; /`fh '� 7' r+ (2)2%' D' (2 2X8 HDR r �� -1 i L (2)1.3/4x9-1/2 ML W/3/4'STEEL FLUSH BEAM Q TEIOIP',E�lET.T' ERE 3'-S%" 13'-3%" 4'-2" AXE,' 6'-0'/.,, Ax - - - -- - - - - - - i...� __--___-___________--_'_'_-----'--'__--_-----� __----- 2X4 PLATE �1 3 2X10 bFp2 G 036"OC 3 12'-6° 5 r 16'-8%" u a o (2)2X8 HDR , SIM.DBL HUNG CASEMENTS t 13'-2%" 13'-2'/," 26'4%" 10'-0" 3).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6).PROVIDE 2-2X8 OFM2 HEADERS OVER ALL BEARING WALL OPENINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK MANUFACTURE'S INSTRUCTIONS. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS, 2).CEILING HEIGHT AT 8'-0"TO MATCHG EXISTING 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,et[IN CEILINGS PROPOSED 2ND. FLOOR PLAN 3),EXTERIOR WALLS TO BE FRAMED WITH TO DFA2 STUDS IN 16"0 C. (MAX.M D HI AND INTERSECTING WALLS,LOAD-BEARING IONS, ADJUST PLATES AD WALLS AS REQUIRED TO MATCH EXISTING HOUSE. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,e[[. _ PER CODE. SCALE:1/4"=P-0" 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE DRAWN BY. MH 5)EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VPI00 SELF-ADHEARED APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY;2"min. HARDWARE UNLESS OPENINGS HAVE IMPAR GLAZING. HOR12ONTALLYJWITH TWF AIR BARRIER FLASHING).INSTALL PER p{/�/�O�O INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.W W W.henryxom 9)INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. d 1 0F N w) SCALE: SEE PLAN �. DE 1 G SHEET NO: 01250A�6 Q� v R�ESS NP SCTM No.1000.098-03-25.1 OE3�IIPf1ON AREA --ll 11 ES4V 1 f4L N 07000100" 7O00I00" W PPDPEP 36,1155 (SFTIIRPMICE 30ODsf -GARAGE: 49339 115% ESGTING PODL' 64805( 3.)9% 200- 361 Emnxcxwff Se3soss 53sx -' ESISPNGSUNaDOM. l)BDSF Sd% EXIST. [S INGWESPORH: 593 D.Ssx UG LP TANK E%GTIrvGEwsrvoaa: 33D9 I. ESmNG FASTOE[R: 38135( n% O ESImNC XDTNO 4909 013% W \ I vaoPossoAcomox: Seo sP o9% ssocv.ro som.ro /� � W POP05E0 WEST POA ]SS)sa 031% IDCUro sQl.ro Vp x O ADom C l'� oPnvEu exs• So cu w. cv.ro. 0 Vv co z Or Z O lornE ss3sx noalw, s9 oEro --I EXIST. OMEETS AND BOUNDS BY. PECONICSURVEYORS 24.3' 3. O 10/28/2003 ` J STORM WATER MANAGEMENT DETAILS In EXISTING 33.4' = ;:` ::: _;: :,: hl o DGARAGED N.T.S. O EXIST. GARAGE POOL l EXISTING FENCE SILT FENCING PATIO �--. ``.• II J� ° ku N 3.9' t% EXISTING GRADE 18'X36' Z Fiji exp. �. INGROUND = +" z - —- —- — - = POOL 1:a j LL I— 0 00.AW'n 510 EE SC NPI. �^m urcuwrsomamxw - EXISTING I SOIL `I A Ix 33.7 PORCH LOCATION z _ Q CONCRETE in U BI CIOG WASHOUT Q WF� M w �SUNROOM ' AC UNITS w W EX.PIT LO of j / ®® 25.3 Q z (/� / /, 10.0' EXISTING/ / //�//j I O 0 PROPOSED /// C5 ADDITION F 'EXISTING 2 STORY HOUSE/ m i 8X6 w DW I U EXIST, j �j / \ — / o L 2ND.FLOOR STRUCTURE !' ✓ / 10.0' 25.5' W w, iri✓ i Y LZ LL PROPOSED EXISTING PORCH PORCH _ TO REMOVE _ _ SEP' 2W M � SILT FENCING SITE PLAN FINAL MAP o6 SCALE:V=10'-0' Z REVIEWED F.YZBA SEE DECISIGN#vlgH C m m DATED_/_ / DRAWN BY:MH _ -7 r aoa9/27/2021 1300.0' CO STRUCTION `3lewro SCALE:SEE PLAN ti44 30FERk q'{- S 1002310011 E 200.0' 'ENTRANCE �S.N °sE w a �j�•_; � SHEET NO: MITH R0AD 55S �•• S-1 SUM No.1000-098-03-25.1 DESCRIPTION AREA LOT COVERAGE EXCAVATION FILL PROPERTY 36,136 SF DISTURBANCE 3800SF EXISTING GARAGE: 49335E 1.36% i EXISTING POOL' 648.OSF 1.79% EXISTING HOUSE: 1898.OSF 5.25% DEC 0 7 2020 EXISTING SUNROOM: 378.0 SF 1A4% EXISTING WEST PORCH: 69.2 SF 0.19% EKISTING EAST PORCH: (32.0 SF] TO REMOVE EXISTING EAST DECK: 281.3 SF 0.77% N 07000'00" W EXISTING HOT TUB: 49.0 SF 0.13% 200.36' N ,O. ;Fusx PROPOSED ADDITION: 543A SF 1.50% I00 N.YD. 50 CU.YD. Ln J ucvnn Z z PROPOSED EAST PORCH 96.75E 0.26% 4N.YD. 2CU.YD. Lu w/ADDITION ABOVE: w OW z PROPOSED WEST PORCH 133.9 SF 0.36% 30 CU.YD. SN.YD. ° ADDITIONLIJ L— � SDRVWELL 8X6' 10 CU.YD. 4CU.YD. O o a3 DDmxG m W V Y J 4, -. - Fmi ^' Gnr�Gl TOTAL 4588.85E 12.65% 214 N.YD, 61 N.YD.' _ � � RtK2 9lTRxCING��•� O � A 3.9 4 MEETS AND BOUNDS BY: W O PECONIC SURVEYORS � 10/20/2003 Q A Z `• ''.t� [YDTtVG' pi°GSFD ` ', ; `, , � Fy O. a 2. Q x r+ '%%�is•:.%'.%�''�% / FIQSiM'aI SIDPiHDVSF/ %�i"::�. •ns 15 Lu - 36J`-- OPpP FO F PesK" SIMI L_ "sm rEu2ix� DO o Q 00 ima PurnDx , S 10°23'00" E 200.0' S M I T H R 0 A D STORM WATER MANAGEMENT DETAILS R VII_EQ{EVVED,f ED BY 2'BA N.T.S. SEE DECISION # RDUR DATED . / �_/,a SITE PLAN �� SCALE:1'=20'-0' \II DRAWN BY:MH q yawnv°`venonnv.m.mvnnw,n �'m'a.o mr®amga"nwu,v'.m`n°/imnos : 11/8/2020 \ em � SCALE:SEE PLAN A9.IIfIR4DMIEGIXl1mMWFlFlfgrtlDiD1 gwuv�ue mRroowu�tm.wmsur+rtvnmrt y �y J.DE p OP ' \ D.oy.ai�oduparsmsmaswu ss+aaemm.+ea se.¢ * °.A a 7 x * SHEET NO: DRY WELLS TO BE 30'MIX AWAY FROM HWSE nwmrtram+umAmcnummanuiuPmn. Z �u q�wlmv¢Pw®wmnSewcWnunu �,,y 10. K o'25'L - ONN' As I� DEC 0 7 2020 ® ®® ® r � ---- � ' L I - I �� j� , ' , � �� IG4 I �• PROPOSED EAST ELEVATION W W SCALE:1/4°=1'-0" f z O z Ln adz Q W m w -------------------------- i; - r Eful ` 17 ® - IT ®® FINAL MAP VIEWED BY Z13A SEE DECISION#, LL , ".i'. DATE'DI 7 _�/��/ DRAWN BY:MH U -- - �-'rr- T m 11/8/2020 PROPSED NORTH ELEVATION N sG�e:see PLAN SCALE:1/4"=1'-0" �P•��.OE r0 SHEET NO: Z,p� V.•07z50 �U Ssill DEC 0 7 2020 - — -- ® Ti ® Z 1 O. W' W PROPSED WEST ELEVATION SCALE:1/4'=I'-O' Wo3 Q Aad Q` w cn i-- Ul FINAL MAP dm III `r 1. 71,q REVIEWED 3Y ZBA - - -' DRAWN BY:MH SEE DEC131,0 N n Lit) ii/a/zozo PROPOSED SOUTH ELEVATION DATED-�� - �D� SCALE:SEE PLAN SCALE:1/4'=1'-O' N Y 'DE �P* SHEET NO: y os c.: rF+ wi m �•i C. 2 RO p 4 �.'� - pmt A-2 lip DEC 0 7 2020 Fn—o �= o a Zj O EXISTING 1ST. FLOOR PLAN W p SCALE:1/8"=1'-0" Q W E a L x " Z - I= a o� Q� EXISTING 2ND. FLOOR PLAN DRAWN BY:MH SCALE:1/8"=1'-0° FINAL Mbar 11/8/2020 REVIE-VVEC' GAY ZBA 4 N �,� Eecv�o SCARE:SEE PLAN {�1FC;liC y a D,sl t=D 1 '- s' 1' s SHEET NO: A-31 DEC Q 7 2020 32'-4" 14'-8" 7'-5' 10. iL V.I? ______________ _____ _ �%/ J /J PI]x:OAmpnDER y/—�� PUADRQ]GI ; --------------- -- _ --_-__ - r {[LDW ' i� •� GRADE(rrRJ I I I /�/. __ ____ ___ ____ /EIlSnMD//>�; r/1 m�mAw, v ': EXISTING CRAWLSPACE / / %/ /au ;S�� o a' l:1]uD 4� -- • ;'�' ExwALL _PIIDODFR O' MOM EXISTING DECK'//' N-114(0 ONPE emIDl •--- - enGcoNceLoanu I1. / / / / //%� J //,� - I iGN2l9[SYYl]•FiGIM1>I a' - ]XIOOER iI.E61X • R • 5'-20%my / .7/ ; / / ®p4]ecws Gl ph: ei]G rnxcaGa alai ®_ / O1 5' 5'-8X' cx' �( F`1 (!1 i7-I / /' '//�• / /-A'DtII EE^li'N!- %Ot1R�ritG�1- / -- ----- O O __ in U W N a //////, / / // ,./>'/, ,.'' ,' '/ � J Ax4A Nfjl•NFAr1nNG�f/R•�vE. / ��1, !"'1 iSPACE//// D'.xDfu L�relo�xfroefvLps�ArcfDRE4aRIDlwaro q R-,,yro Q . / / / >EXISTING CRAWL / Ima1 C ON B• ub]a^t]Y GATVF9M ti EIEVROR `: / / Oi gE LIN IDin --------------------- C� ]recta LocE0.FUSMEOANp i O• WSIM) I " iV ' I � i PFMOJF[RGTpFG EI'E�PiFRv/ VIII 10'•0 Q FORP1 Sx1Y1'iTG e ' in ' gILNIC � 1 3'eFldv GRADE+ '� P1lxfi ALOGpI]Pl -'\P � PI]16KOGIROU�-� �O • �f.112fGACDGIRDEA - : �.V � . 1Lr 10° 26'-4X" I.JRKWALL UP1NXq OAMPFRDOf ExF. fi.00.CDWALL ATe•CONFIRM OOAENSIONs FINAL MAP ].tfi'xSfEG./P1u R[eA0. ANDEXiENS ONSMIpIIro D]NSTRUC1pN. REVIEWED BY ZBA DRAWN BY:MH E[lEWa0R SW3TAMD f00NNGSlOEEVWNfp 3 UIDEIIRN AND OOIGN WA1RroeEMSFALIED WITNMWP.ANDINSULIEA OPiwro J Wx[IIF REGNR[a11EtOHSERURSFCEI0N5 O>Y$ERDCTION FRAME OVTADDRORFNOiG 11,p/-10.10 PROPOSED FOUNDATION PLAN ASNEEDDN WELYRroeAEEMEM OEE `/PImG SEE DECISION # ♦1 OOG EVAIWRF[D IN f1E1D FOR fDCAYAnOX AND ' RWDVE WALLSECIIONAS RFWIRED 8.1•ESxiGSIABATNFw&3EMFNi SCALE:1/4"=l'-0" Q/•�TI,D ? /•'7�f / ��21 of NF(.yY SCALE:SEE PLAN I.nRm'oFENINcIDunpiaAxpvnxoow 9viRRYAIIdMEN90FEDF VRavpsEDANo .�F�_ SRFS WIMOWNE11eEFwECONSTRUGiIDX. FDSDNGANOAONSi ASM[DE0.ADIUST WALL /P� S. tF AUWRxm+rs roxavFAPuwELIs xFwlrtsAsalwL[D FdLFiNIExED FIOpANEIGM co C ��o�f- . ro MdplElOSTWG � tY• • J,F } 5.]1fi4m4LL eLIIF./T[WDE SNIELDAtID =:' - SHEET NO: 9LLSULRFR CDOF. , W A.4_ 11AVD DEC 0 7 2020 19'8" f g�� N1wRRNDDDR Y1 EXISTING DECK PORCH rromEExEExs�wx Gl 4M0']Efi POp� pIMN0,4FPNM[A60.[0. R[gKf ER oEmlvG 32'-4" INDMRLRG � Brn[DD] m _-�II>:vasln M�.i3m_sn IN¢:13 E�-neMn ao.Eow _�-- S'-101,' 30'-6-6' 4'- 6111.' 9'-SX' 4'-7" 2'-0' �� DRxR xosE ® roof RE o G63 REUSE 0000. J6 �� yp 636 AS6NPIM 1 Il)]4 NDR IADm NDR 114x 11]4 P114 X00. EXISTING D" MUDROOM O WALK-IN CLOS - m eATH g EXISTING SUNROOM 3'-DX" 6'-T' 3'-1" 1T-3" mt— : _ n � i 0�0 PIIn6xd 1x1�3/in3a/e M�.73/r sTEaru3weuDi 2'-0" O 0 0 EXI571NG DECK ---- ;�,'] PROPOS�O BEDROOM EXISTING KRCHEN �E+�eioF,wM rD er ^ ew[mED/NETE.[o q cMMm[D�IMD.wow 8 29'.11" o . „ 5' 1° , „ , �P w I z , 11 urzPmDlstml - HALLZD ; A 16bX'b t-47 N E.. {il'F4aX lil DNDR �. N .tea EXISTING FAMILY ROOMcn 5'-1X° L 2'-SX" EXISTING DINING ROOM EXISTING LPANG ROOM j m E e 2'-0 O' ' PROPOSED `^ . I= VwoXDR — �p � �I 3E»PEPED mru]z.].iursrE[IxoP� {nlxloNnl w a�s_1n -_- N'4B1 _ l ii-74 Ml TWIei6 0.EIDClU[ � PFlOGrzro MD) 31-)A T1166D �' O I D[4PUCFPBDI fY6P iGC0W6W p16•DC �' y ./64N PPOS l _ a, .`�_.-._U11-N.•%�:3/iuSIBP'Ld1_.f__ll]-il R-1CiM1mi-a' �___Lil i:3(<U_iN a10M wl-� . 26'-4X" 30'-0" IIlI5E 3/1•T6GAWINIECX[XPR'EEPED1U0it000.WG,PTnIFD WRX 6)DWRI[UP[WDRIOGRUXOE—EEWLLI31B0lEANDUNDER ' RXG6MANR0R SQ,FWLIAX[NNIISN]o.L9[IDOPMXE4YERR RLLBIRIR P0.PJIDE BIOCUNGAT B'd QGYID MWYAN. MNYU[RCNPE5INSTRUlTd16 FINAL MAP DI PRprlOEl-]riDD[R NFADFAS OhRNi66APING WNII�ENNGS u wrzXEmxENrad-4lmlEwlmNG s�nliD�so�[NaaavE wG�vxovoEuasruo6axE�PE DRAWN BY:MH PROPOSED1ST. FLOOR PLAN1IERrtRR%WLLSroBEA4EDWGN]4DQ6ND6NT16•QC 6NRiDRM DWAXFAO¢S REVIEWED BY ZBA snuRw.umPnoNrro eErn6a SCALE:114"=1'-0" el.RY6QLLgRE BIDODNG.iiPE fLLLARSCRNRING,"ECIX[FNNG6 .,[RrzPRR= DNNG DB[In NERP��RPIwDDD M�IpDn�DDGEP1ErnxGw,q=D.�RNMNGW.� SEE DECISION # 11/8/2020 iPRMEOOrtMNE\/WRCNL[;Kx3S PIPE PFNEiMPDN;EG - SF ER[FRg0.UxDEPUHJEMroeF NFXRY 6IL[SUNVD10D4tE-MNGRFD PF0.CDDE wG[RRSPwE.BR.RRRRDERP3,M�EPRGW,:mk DAT I_DSCAt.'E:SEE PLAN xoPooNuurMDrx1W'iiuR Map@RFlISEBNG4B{6TNlLi[A R[.[1lER3EponoX=.NwGsro XNVEomGxsPEawEurraND¢WRIE4 IXSTRucnorau]osnaqunaa P[RMwuMcnms..+.nw,nmP, icvuae:E PPanoE OE6RX4ortrnDNrwEuwrtXr[GTENwc SCOP NEI.yy r NN0.DWNRF UNtE550PFNINGSNAy[IMwRGtALN4 yY• 1 DE O,p IDI BBSTui6MD4ANDGp pE}ERD16A6 PF9UIpEDB[m0E • ". °�' sH,EET NO: �Ff8510 Py . -5 - DEC 0 7 2020 SW ]Ra Rlq[ sw]ew O pp.— o H EXISTING BATHROOM •--=-- r EXISTING BATHROOM 2'-0s y EXISTING BEDROOM H ATTIC s[vDmR[oa°R./ m ��11 FCS[ wfARN[IGRR RDp - Q A AND DDDR SWEER ON w ]'S W EXGU G HALL nl][BND+ EXISTING HALL ]'[y EXISTING HALL TD g 3 c j7� ref___ B•.p — - Z y Ln EXISTINGOFFICE nF� ;i.[asoWo EXISTING BEDROOM ? .[aoR F�f p «A� x EXISTING WALK-IN CLOSET '� E71 EXISTING BEDROOM P:Tp4ipM5 CLDSET.�; / E�GtII � w V ' S 12'-4M" 5'-6°; THERAPY/EXERCISE ROOM /� --- X •� I wRmReeo inn y✓,bR g.T,� _ [DDxNR[NrwwrRRM[RA%ST nM9d------------ I]]2NOR ----6i i-vol—Miami----ii-ausweuiu111A VZ a 31-5)5° 131-3%(° t 4'-2" n 6'4M' l-3%' Q ____ ________________________________ - ' 3 4 mavfppes[roc 3 12'{]" ` -I. 16'•8X" � 3� b nI]RBMDR . DM.DBLMUNO[0.4MFN13 13'-2X' 13'-26° 26'-4%" 101.0" 1[USE LA'TBGADwMiFoIFNGREfRFO[UBFIODNN0,iN59llF0WNx 6)%pVlO[]�]NBDifI MLROlR]OVERALLBfPbNG WALLDN!xR(6 RWO]NAMRCR]pIfW BHARR xULRANO SUBRDOR ADIIFSNF RfR UMI40M[RWGE NOIlD ALL ORFHMGB OVFR3 p.TOHAVF]1KR RUNUIKiUR[S V6TRUpptq SNOSONFKNSIOE OF O[pdNG.RPDN0E94C[BNDf Lw FA[11 516fpIRxCRdANM[ADQi ]1 CFLLBRGM2pMR[YPTD RUTCNG ORBDNG )I mSTAt]fIRE BD%kxD,RRE[p11Ai°.l'AU1AxG RIRINCfRIX(S PROPOSED 2ND.FLOOR PLAN "f"`R'DRw" DR[`"" ° ">RR°"'=nD9u"•°E wx]v alRxo urzRfrnuewAus wraBwixD wAus. ADnm wAnswwAlsswsR[DI[mmroruia[amxexvuss. [RA.am oarnn[r/DuvcNAsfs,vfxTs,mF[vlxfnunor¢eN. Rl(DE SCALE:214"-1'-0' Aj.E]tRIIOR sxwxmcro eI1/!'ix:CR[W tm RYIv00D. BIA(I FpEAICR ORwacsroxAv[DIUGN.+Rfswu u°c9Axswxm[ DRAWN BY:MH ' 91 FpfRiDRUHCTpAn[MroBE IRNIIYBUIFSRINYRl005EUeDMFAPFO ARROGBIE PRMOE DEBRIPROfE[110N RAHELRWIM fASTfNRiG WNER W45i1Vf wRRMRG Oh[UM3'mhYFRKNh,3'mh NARPNARF UXIFS 7— FINAL 4➢N .I �[ NDRUIRDALIY DVRXTWIAR BARRIOILULIINO)iN[TAILRfR 31/8/2020 IN9iRtK110NSAND5R0[GUDxRRIR M,WU(ICIVREw✓Mlrymn 91.UISELL9M0[[PNDCODE1FL10 PBREWIRID BCDO F I N AA L i�'ik P OF N w SCALE:SEE PIAN :VIF � <<�;1 r.ZY TBA S�S.DE rOp r•Fib .fDN SEE DELI,::" ""� 4�!^� f �, SHEET NO: DATED 1 2 �a 07250 1 '[x"Ec5 NPS a6 M C H Desi n Services www mchdesignservices.com phone: (631)29&2250 email: -- - -- michael@mchdesignservices.com O 1 1 i 1 w Q a = A xm .. 1 7•_5•• � 8--5" � 8•_9•• i ° z U 3X4 NONBEARING 1 WALIS(iYPICAL) Ln 1 � O O1 •;d: ",:;;::y EXERCISE ROOM W M r , Z17'-5%° ^I W q a - o 0 O 11111 1 1 1 1 1 11111 -- C� m pp r T-T DRAWN BY: MH 4/10/2022 •-----. ? �pF NEW DEfq�0 SCALE: SEE PLAN ------------------------------------------------------------ o UJI PROPOSED FOUNDATION PLAN ((�� 0 2 �.=1 , � � z SHEET NO: SCALE: 1/8" = 1'-0" ® V� `n�"Q tio. roti APR 12 2022 A'��FEss� NPS BUILDING DEPT. A-1 TOWN OF SOUTHOLD . i i M E H Desion Services m8tghilegigns rvioes.com phone: (631)298-2250 email: michael@mchdesignservires.com O 0 O W.......... �-- Z 0 0 O < 44 T-2. 7--l" 5 01, 7'-6' M 15'-6" F-4 Z Ln ce, Z AE REPAIR EZISTNG ,�h F ---------- DRAWN BY: MH 4/10/2022 OF NEIV Y-- ------------------ 0 -------------------------MIT, ----------------- DEE,,?, —---------------------- - SCALE: SEE PLAN ........... CC PROPOSED 1ST. FLOOR PLAN n U';'- °C SCALE: 1/8" = V-011 Fp 0. caci SHEET NO: pROFESS A-2 M C H Desian Services www.mchdegignservices.com phone: (631)29&2250 email: michael@mchdesignservices.com v Z O 1 P4 0 J Z Q Q P4 z IF:` 13�_9h" 11•_8•• Z . Z OFFICE < V J w M O O DRAWN BY: MH 4/10/2022 NEh,Y SCALE: SEE PLAN DEf2, PROPOSED 2ND. FLOOR PLAN f.;. . : : W SCALE: 1/8" = 1'-0" 2�F SHEET NO: _ Q o g �� AR�FESSI NPv A-3 TrILITITTLI M C H Desian Services www.rriGhdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com Vol Generated by REScheck-Web Software Z f Compliance Certificate3X12 0 RIDGE ;rlOO 12 oofpyaa@j6� Fazxa@.rca�6 1� Project SHEA _ 2XIOM20@16'OC Energy Code: 2018 Peconi , O Location: New York Construction tySingle-family Single-ff amily ClimaProjete Zone: Addition Climate Zone: 4 (5572 HDD) Zo Permit Date: ro Permit Number. Construction Site: Owner/Agent: Designer/Contractor: — W O Z3 4•SURn—R ".V T1Q3D W000.1 @36°0C Compliance:Passes.using UA tmde,-off Compliant¢:4.4%Better Than Code Maximum UA: 250 Your UA:239 Maximum SHGC: 0.40 Your SHGC:0.31 RAIUNG W Ili The%Bet ter or Worse Than Code Index reflect-law close tot Pliance Ole house i-Eased oncode t2d—ff rules. iD PERCODE r , It DOES NOT provide en estimate of energy use or cost relative to a minimum<otle home. nyp) Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade ,n ^ assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. v J U 0 < un Isn 4 O rO Envelope Assemblies _ WHERE EQVIRED ® ® ® ® �/ !Gross Ln M �/ Assembly Cavity Cont. ••• • _— RU BOLT d'ML - . N 2X10 @i6"OC J r Factor U. Perimeter Calling:Flat Ceiling or Scissor Truss 674 30.0 0.0 0.035 0.026 ••24 SB PER CODE UNG 2X6ACQSILL PLATE 0 1 RCU TERMRE-ELD Wall:Wood Frame,16"o.c. 566 20.0 0.0 0.059 0.060 22 23 •^ v _ snLSFAL Door:Glass Door(over 50%glazing) SHGC:0.24 21 0.300 0.320 6 7 Q s L 4- EE r B°PC WALL r Wintlow:Wood Frame 14 0.290 0.320 4 4 COLUMN ••t DAMPPROOF SHGC:0.31 {[ 2X4 PERIMETER Window 1:Wood Frame 73 0.290 0.320 21 23 (Ty) SHGC:0.32 �+ Window 2:Wood Frame 40 0.260 0.320 10 13 "— .r r . 4 c .. s SHGC:0.31 est�•� ',:e Window 3:Wood Frame 16°XB'CONGRTG - SHGC:0.31 40 0.290 0.320 12 13 42x42"Xu"CONcM Izl R4 REBAR (6)R4 REBAR EACH WAY Wall 1:Wood Frame,16"o.c. 732 20.0 0.0 0.059 0.060 43 44 1 BASEMENT:Wood Frame,16"o.c. 835 20.0 0.0 0.059 0.060 48 49 ti o F NEW y Window 4:Wood Frame13 0.290 0.320 4 4 '�` 1• DE0 ER SHGC:0.31 CROSS SECTION A DRAWN BY: MH Window:Wood Frame 7 SHGC:0.29 0.300 0.320 2 2 <' 2ND FLOOR OFFICE:Wood Frame,16"o.c. 200 13.0 0.0 0.0132 0.060 14 11 Wlndow4:Wood Frame SCALE: 1/811 = 11-011 r•': -;; W SHGC:0.33 24 0.290 0.320 7 8 n Ic w Floor:All-Wood joist/Truss 542 30.0 0.0 0.033 0.047 18 25 z. V. -6 4/10/2022 LP •y Project Title:SHEA Report date: 04/10/22 t1�0 a rf,() ll�� Data filename: Page 1 of 2 Aer�FESs� SCALE: SEE PLAN SHEET NO: A-4 SCTM No. 1000-098-03-25.1 DESCRIPTION AREA LOT COVERAGE EXCAVATION FILL Q� PROPERTY 36,116 SF 070001001 , DISTURBANCE 3000 SF EXISTING GARAGE: 493.3 SF 1.5 EXISTING POOL: 648.0 SF 2.0% APPR VED AS N 'TE ' DATE: B.P.# S�f � 200e36 EXISTING HOUSE: 1898.0 SF 5.9% NOTIFY BUILDING my: IEARTh ENT AT � EXIST. ,^ EXISTING SUNROOM: 378.0 SF 1.1% 765-1802 8 AM TO a FM F )R THE ` �'-, EXISTING WEST PORCH: 69.2 SF 0.2% FOLLOWING IN P 5 ECT;J'dS: UG LP TANK EXISTING EAST PORCH: 32.0 SF 0.1% 1. FOUNDATION - TA' RFQ IIRED FOR POURED CONCRETE EXISTING EAST DECK: 281.3 SF 0.9%Q0 .9% INSULATION ABING EXISTING HOT TUB: 49.05E 0.1% 3.4. FINAL - CONSTRUC710N UST O BE COMPLETE FCS C.O. Uj ALL CONSTRUCTION SHALL 1EET THE PROPOSED ADDITION: 284 SF 0.9% 150 CU.YD. 50 CU.YD. REQUIREMENTS OF THE COD S OF NEW PROPOSED WEST PORCH 111.7 SF 0.3% 10 CU.YD, 5 CU.YD. YORK STATE. NOT RESPON ISLE FOR m m rn Q0 ADDITION DESIGN OR CONSTRUCTION ERRORS. � -I DRYWELL 8'X6' 10 CU.YD. 4 CU,YD. m 0 O Uk) -Z-I O TOTAL 4244.5 SF 13.0% 170 CU.YD, 59 cu.Yo. RETAIN STORM WATER RL NOFF PURSUANT TO CHAPTER 36 EXIST. OF THE TOWN CODE. GEN. O MEETS AND BOUNDS BY: I PECONIC SURVEYORS 3• O 10/20/2003 ELECTRIC . 24.3' �� INSPECTION RE UIRED EXISTING rn STORM WATER MANAGEMENT DETAILS 3 3.4' "' DE O J J TATCHED N.T.S. DO NOT PROC ED WITH ROOF AREA:",TBO.FT. .FRAPti�iPJO UNTI .SURVEY, i ( , t, EXIST. GARAGE AT 100%WATER RUNOFF:1870 CU.FT OF FOUNDATIO LOCATION POOL PROVIDE(1)8'DIA.X 6'DEEP DRYWELLSHAS BEEN AP ROVED. i EX I ST I N G FENCE ORYWELLS CAPACITY:253.5 CU.FT ` PATIO SILT FENCING X_ ' -'> O N NOTES; OGEE GUTTER-STANDARD E S • 1)A)..DOTNOT.BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. EXISTINGGRADE - �l� 2).PREPARATION: A. PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR .CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 8) ^W / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. r , V X 18 X 3 61 z V C7.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ' `` /A METALS WITH PROTECTIVE BACKING PAINT. O t ' I N G RO U N D '�' V _ _ _ _ _ _ //' 3.INSTALLATION: I Y \ A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. � I� POOL �,� `Vl - ` ( 1 w GUTTER TO BE PITCHED TOWARDS LEADER 1'TO Y'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. .l �y LLa).COPPER(LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND W ACCESSORIES. B)ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL W ,-_- / CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: 1•� \ _ / AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. w x ` C B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL / 1 w SOIL COMPLETION. V J - EXISTING -` � � LOCATION PORCH All eterior lighting W � - - -- J -- - - - Z installed,replaced or � 'red V ,^tl ennfort^ O � �r: Ln U n Ch�_))t l 112 `•, w ® EXISTING \ - c"thsTmmCe;^ W p.� x x x x / j CONCRETE / BILCO Q j EXISTING WASHOUT AC UNITS � Q � E �SUNROOM X. WELL > -_ - - ®OOO 25.3 PIT / 10.0Lam► < O ES OF WITH ALL OD z .�.. MPLY OWN CCS:'''_S / O K STATE & / NE YOR //EXISTING w 0 EQUI D AND C NDI T IC-11, OF / DECK / SOUTHO�o MN Ze.� - - - - - PROPOSED ADDITION z _ USTEES / I 006 - Ln C�iN.Y. EXISTING 2 STORY HOUSE / ,� x 8'X6' LLJ �G Blower door DW � � U tide and ductvrorl. ;C UPANCY OR EXIST, I o� wtesting required. USE IS UNLAWFUL 2ND. FLOOR 10.0' I �� WITHOUT CERTIFI SATE STRUCTURE ------- 25 .5 1� ---- --- -- �'� / 2.0 OF OCCUPANCY I Ln w U - -- 22.3' s , . LU PROPOSED � <A WA WAS-f E:. PLUf!'3ER CERTIFICATlO J I EXISTING PORCH PORCH WA'CERLINES NEED`' pNLE�1DCONTENT BEFO' 1� c� ^ f ING BEFORE COVERINGI CERTIFICATE OF OCCUPAI L _ TO REMOVE _ SOLDER USED IN WATE z CC) SILT FENCING � EXCEE02/100M1°//ALFA 1 SITE PLAN SCALE. 1 - 10'-0" O • z DRAWN BY: MH 04/12/2021 0 __021 SCALE: SEE PLAN 1300.0' CO STRUCTION T , NTRANCE SHEET NO: 2008010023 ' II C r °00 E 3 D 1!� �1!1, *a � ILL! m 072 ARo�ESS N V - _ I - - N i TT I Hill Hill L-1-11 Hill i JTLI-w ME] IL I L I J 1 1.1-J 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T4�MLT414 I I I I I I I I I I T�I I I I I I I I Ty I I I I I I� TI Ll I z PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" UJ w w � A � w � x z V W � P4 z 0 0 M w W � a � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V)V �'-- N � - i l0 N - - - 1 LL DRAWN BY: MH 04/12/2021 P RO PS E D NORTH E LEVATI O N SCALE: SEE PLAN SCALE: 1/4" = V-0" SHEET NO: O o f O n W mlyw N SSI J - T-1 - - - - - - -- - _ I _ T N lD 4Y4��IT4-7- r-4 TT ® ® - kwn T111I - - - - - - H-11I I I I 1 1 1 1111111 1 11 11 IJ-- I O PROPSED WEST ELEVATION SCALE: 1/4" = V-0" I ' 1 pq �- V o Z A W � o APw x z � Fi V W � z � � z 0 L V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z cry — _ N If I - F , i - -- I 1 - ., DRAWN BY: MH 04/12/2021 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" SCALE: SEE PLAN �0F Fw SHEET NO: w SQA o? 50 ��FESS► NP�- EXISTING DECK/PORCH EXISTING EXISTING SUNROOM MUDROOM 00 O O 0 0 EXISTING DECK EXISTING KITCHEN a ------ EXISTING EXISTING DEN BATH 0 EXISTING HALL a V) z 0 EXISTING FAMILY ROOM EXISTING DINING ROOM EXISTING LIVING ROOM W W � w � EXISTING PORCH O - A � w _ � xz _ a � � V EXISTING 1ST. FLOOR PLAN SCALE: 3/16" = V-0" LO 0 1 cF) W � w ^ v ! O EXISTING BATHROOM EXISTING BATHROOM EXISTING BEDROOM EXISTING HALL EXISTING HALL EXISTING HALL i EXISTING OFFICE EXISTING BEDROOM EXISTING WALK-IN CLOSET EXISTING BEDROOM EXISTING BEDROOM DRAWN BY: MH 04/12/2021 SCALE: SEE PLAN EXISTING 2ND. FLOOR PLAN SCALE: 3/16" = V-0" SHEET N O: °f- pv LU r p: r wC 11.1 ZlP "+'' +"+e ri.a• U' 07?.. Q AR�FEssk NPS' J "165- y 8"THICK CONCRETE Z WINDOW WELL O F (ALT.:6X6 ACQ OR SCAPEWELL) o Z HORIZONTAL PROJECTION(ie DECK) O k5 REBAR w @12"OC v Z Lju c c a3 •E E O m Z I REMOVABLE STEEL GRATE 4-min. 3'•0"min. _ p LADDER IT 1 RUNGS min.3" r -- -- — — CQ°• PROJECTION @12"OC 44"max "ADJUST FOR LARGER WINDOWS F °• (OR LADDER EGRESS WINDOW � (WINDOW SHALL BE ABLE TO p p ° (PER CODE) I OPEN FULLY) z O D . I �• DRAIN EXISTING ` I WINDOW WELLS TO BE COVERED WITH STEEL GRATE. o COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT ♦ D. USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. 61 1' o' /♦ j w I' BOTTOMOFSILLOF EGRESS EI min.6"DEEP GRAVE MORE THAN 44 INCHES FINISHED FLOOR HEIGHT. L �• ADS DRAIN PIPE � 1 p' 44"max. ♦ I LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER 0 ° ♦ THAN 44 INCHES AND SHALL PROJECT NO MORE THAN ♦♦ ' 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF ° NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O ♦/ OF WELL. /♦/ / 6'WINDOW INSIDE CLEARANCE SHALL BE MINIMUM OF X36 AND SHALLBEADJJUS ADJUSTED IN SIZE FOR LARGER • ,. a' f♦ 10'_oil OPENINGS AS REQUIRED. I / 01 / 4'-911 ol I WINDOW WELL DETAIL EX. CRAWL SPACE/ 10 EXISTING CRAWL SPACE ADD7SLABONDE/RLAl/NDR1fR0 NTS F REPLACEXSULATIO /WIT SPRA4 FOAM I I / #4 BAR I @12" C EGRESS ° a p o" o a / NOWNER. O EXISTING DECK OPTIONAL TW (VERIFY w/OWNER. I I i ADJUST AS REQUIRED) p 281-411 U e I 1 I O I I I I � w I � I � I I I i>7 EXISTING FJ(VIF) W W I REPLACE SPLICE AS REQUIRED p, EXISTING BASEMENT P4 v� O 13'-9" � 8'-10" 4'-9" W O -——— —— — —" --——--————, 11-011 1 1 ' Au I � � . � w - ' ---_ _ 2"STEEL FLUSH B�AM /' 21a34X91/4MLw/1 `JPA UNDERPIN(OPTION RE-BUILD) e • - ,° a --- ---�-----� _ � � h P r• a o D .,•.d � I •1 1 G - W RE-BUILD i I' ' Q p / EX.WALL EXIST.WALL _------- I 4"IST�EL COLUMN = ; v m I e 7 l 4 "X42"X12"FTG �C. llt z F4 Z tilt(6�#4 BAR ew O O a (2)1-3/ X 9-1/4 ML w 1/4"STEEL FLUSH B Alv� ' � ----� - --- 2'-8Y," 1-8�n 31_8 u Lr) V W I W1'-3211 ELEVATOR(BY OTHERS)TO BE INSTALLED PER MFGR v /i 3'-0" 1 i i / EXISTING CRAWL SPACE INSTRUCTIONS. PERIMETER WALL TO BE FRAMED WITH 2X6,SHAFT TO HAVE 3/4"SHEATHING,5/8"TYPE-X FIRE-RATED SHEETROCK.INSTALL BLOCKING AND / - ------- 4 ADDITIONAL FRAMING MEMBEERS AS REQUIRED. p IL-1-950 ' I -- v EX. CRAWL SPACE EXISTING CRAWL SPACE MODEL AND ALL DIMENSIONS TO BE VERIFIED PRIOR TO p 40X54 _ -------- / / CONSTRUCTION.8"PIT AND 24"X12"FOOTING AT PERIMETER / ELEVATOR J ' OF ELEVATOR TO BE CONSTRUCTED.UNDERPIN(OPTIONAL EXCVATE PORTION AND RE-BUILD)AFFECTED CRAWLSPACE __________ WALL ADJACENT TO PROPOSED ELEVATOR SHAFT. p j j (V O __ _ ELEVATOR MECHANICAL LOCATION AND ACCESS TO BE VERIFIED IN FIELD / i / // / +/ (2)9-114 ML M00 I ---------- I rV nn 1 "p em--I e rl 0 I 1 41-011 o REFRAME 16"oC ^r p � EXISTING x aU FLUSH /LNDG. ^ Fl AS REQ. #4 BAR o I I @12"OC UP I (TMP) '1 • ° STAIR SECTION I I I I @1BOC MASONRY PORCH @12"OC BLUESTONE OVER MIN.4"CONIC.SLAB, (TMP) REINFORCED w/10/10 6X6 WMM (TYP) - I I O D OVER CO N FILL ' U `-------------- ---- V U D c> D P D o D D c> D P D > D P D c> D D> D . I 221-411 21.011 M°-� 1.8'h PC WALL(10"THICK),DAMPPROOF EXT. 6.BILCO WALLAT ". ONFIRM DIMENSIONS (& AND EX ONS PRIOR TO CONSTRUCTION. 2.16"X 8"FTG w/(2)#4 R. 7.ELEVAT R SHAFT AND FOOTINGS TO BE VERIFIED 3.UNDERPIN AND DUTCH WALL TO BE STALLED WITH MFGR.AND INSTALLER PRIOR TO 1 WHERE REQUIRED.RE-CONSTRUCT SECTIONS CONSTRUCTION.FRAME OUT FLOOR OPENING v AS NEEDED.NEW STAIR TO BASEMENT TOBE w/(3)2X10. EVALUATED IN FIELD FOR EXCAVATION AND PROPOSEDFOUNDATION PLAN REMOVE WALL SECTION AS REQUIRED. 8.4"CONC,SLAB AT NEW BASEMENT. SCALE: 1/411 = 1'-011 4.VERIFY OPENING LOCATIONS AND WINDOW 9.VERIFY ALL DIMENSIONS OF PROPOSED AND DRAWN BY: MH SIZES WITH OWNER BEFORE CONSTRUCTION. EXISTING AND ADJUST AS NEEDED.ADJUST WALL ALL WINDOWS TO HAVE AREA WELLS. HEIGHTS AS REQUIRED FOR FINISHED FLOOR HEIGHT TO MATCH EXISTING. 10/13/2021 5.2X6 ACQ SILL PLATE w/TERMITE SHIELD AND SILL SEAL PER CODE. SCALE: SEE PLAN .C�OF N � , SHEET NO. � � � � � � * Qty �^ �°�*`' ■ OCT 2U_1 m BUILDING DEPT. 2��0 �a2`5 2C� TOWN OF SOUTHOLD A�OFES IONP�j. STING DECK PORCH I I NEW SKYLIGHT 3'_O" 5'_gy2" EXISTING AC UNITS I l a I I EXISTING SUNROOM I I ^ EXISTING oo 2'-3%11 - '2" 5'-7"ol -HALF- J M DROOMr-- 1 � I 31-7Y2" 2'-711 3'-01 I 3'-6" �i *EX.CHUT I N --- 6M7 E UVENT RYER TW2636 TW3046-2 O O 0 21 011 (2)2X HDR (2)2X10 HDR (2�9-1/2 ML HDR O 070 O ` E ------------ 0 \ I ---- N �1 lO WINDOW SEAT � / O iY1 3'-6" i V > 3'-6" I � EXISTING DECK 42" BATH o 00 z EXISTING KITCHEN - i - 41_8/11 � s „ ALTERATIONS TBD -- ------ -----' i t ' -1 -0 0 4-8 4 N / PROPOSED BE RQbm LL I -__-- W LA NDRY i �N 3.. \ 0 0 ---- / m I N / 00 2'-8" / ` yN � HALL � sD -------------- - - o n+ SD CO -- N O W W PANTRY M 310.11 EEJ i i v ❑\ nitic N r 1 i / I I I ; �' A •v 1 J 7 101bW I ('r) O 'SOLID-CORE OOIRCp 1 D ' w(WEATHERST PIN rn —► _ iAND DOOR SW Lr 7 H cc 1 Q o UTILITY ^ a (3rrX20 Ft__ SH LVES/HOOK EXISTING FAMILY ROOM1 '// 3 ° / ----------- io _ ( IL-1-950 / N CLOSET ------------ -_-------_ / 40X54 / _' �, ELEVATOR -' WINE EXISTING DINING ROOM EXISTING LIVING ROOM "' � / "' REF. �I -- !+1 N (2)1-3/4X11-7/8 ML 1� ------------ POCKET DOORSTO MATCH OPPOSITE SIDE I / / / / /y // 2 4 6' 3" 6'-0" � �'� 3'-8" 4' 1" _ N \ I H p 'UP O N 1 d 1 4 STAIR w _N I ; ; �0"TREAD WITH NOSING= ~ 1 I RISER HEIGHT:0'6,7813" 1 ( ) 11-1/1, ML ' (2)2X10 H R I'NUMBER OF RISERS:16 N �— z RELOCATE DOOR TO CENTLfLOCATE u TW2846 ; z x' BETWEEN COLUMNS O 1 n I u' Ix' RELOCATE TO CENTER ;m ; � 2 -� $_0 m' Q OR REPLACE(TBD) � EQ EQ oo' 12'dia FG COLUMN x Ni W/6X6 ACQ POST 1 101-011 _ IN X I� Ln -- ---- - GIRDER BOX IN - 2X ` 4 8 GIRDER(BO I . ------------------------------------------------ _- ---------------------- ;i - 10" 10'-4" 101-411 1011 PROPOSED 1ST. FLOOR P LAN -------------------- SCALE: 1/4" = 1'-0" 221-411 2'-011 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. MANUFACTURE'S INSTRUCTIONS. 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 2).PLATE HEIGHT AT 8'-0"-MATCH EXISTING, UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING,PROVIDE 3 JACK STUDS ON EACH 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. SIDE FOR MICROLAM HEADERS. STAIR WALL AT FRONT TO BE 8"THICK 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED PER CODE. WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE DRAWN BY. MH INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 10 /13 /2021 i i 10).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 1 /13/2021 SCALE: SEE PLAN '`SOF N y`• * ��5 Ifo �. A SHEET NO: LL OA 07 502 !�,•/ ROF SSIONP� 01 10'-0" 8'-011 21-011 3'-5" 4'-/" 2X4 PLATE [ ^ v l TW2846 (2)2X8 HDR EXISTING BATHROOM M n1 EXISTING BATHROOM ZD a - g7f,-7] PA�S r` \ e EXISTING BEDROOM 00 O 00 N ATTIC �Ln x � 91-811 7 W SOL -CORE DO R O (?/?�8 AND DO RESWE I PPING Z A EXISTING HALL - - - EXISTING HALL m s,tiaR EXISTING HALL �' 2'-6%" o / 7 -1/z A w —4_O — i r1 m ^ Z — - - — -} I D Ni I W V H EXISTING OFFICE N --- --- o - � � EXISTING BEDROOM 3-0„ 'j o =__ ___ o 0 00 Lu Ln EXISTING WALK-IN CLOSET - N N to W IL-1-950 � -- ----- v H ^ EXISTING BEDROOM 40X54 ALTERATIONS L_j THERAPY/ EXERCISE ROOM ' ELEVATOR FORMER BEDROOM o V J EQUIP NTf TLAYOUT PEATHaAPIST1111111 H / / X REMOVE OPNG / ry SHELVING BUILT-IN TBD O 6'-11" 3'-8" 2'-4%" o ATTIC (2)2X8 HDR m TW2 �\X4 PLATE 2'-0" 6'-0' Q 8'-0" 2 -0" 10'-0" PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK MANUFACTURE'S INSTRUCTIONS. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 2).CEILING HEIGHT AT 8'-0"TO MATCHG EXISTING 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, ADJUST PLATES AD WALLS AS REQUIRED TO MATCH EXISTING HOUSE. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER � n^MHJ INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 9).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. DRAWN BY: 10/13/2021 °F Ew SCALE: SEE PLAN oE Co �5 FR�0 .per W SHEET NO: OA 072502 Ro ssl �, 1 I I , I I I 12 I I I I I I I I I –– _- --_- w w I �—• U ,xu 6� 9 2X1 DF#2 O ZD iZ 1 1 1 rT,I I I 1 I I 1 1 1 ur K I I ^W I I I I I I I G 2k I I I 11 I I I I I I U N I , I I I I I I I N I I _ i II 11 I 11 r , –-–––––––––––––-–––––' 1W ^5 v / 2X12 RIDGE O II II II I J l I I I 1 I I W –––––––––– _________, I V Vol 1 1 I 1 1 1 I I F N 11 1 t1J 12 I l.L 1 1 O 1 O 0 X 2X�2DF#2 Q I -–-––-–– _____––– –' –– – – 1 I –-–––-––––--–– -–' `–--–––, r–– err I I I I I I I I I I I I I I I _–––––––––––––––_–_––––- -- -- ------- , -- ---------- - -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ------------------ 2X,14 DF#2 ^ /X//// I I I 1 I I -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- ------------ - -- -- -- -- -- -- -- - ------ --------------------- -------------------- ------ --------' L 10 v �t��Y O , I I ADJUST FRAMING AS 12 oZ 12 o 2 REQUIRED TO MATCH EXISTING '� 11 0 11 0 ----------------------------- N 1.ADJUST ROOF PITCH AS REQUIRED TO MATCH EXISTING 2.OVERHANGS TO MATCH EXISTING,INCLUDING SOFFIT,FASCIA AND RAKE DETAILS. 3.ROOF SHEATHING MIN.1/2"CDX 4.ASPHALT ROOFING TO MATCH EXISTING OVER 15#FELT PROPOSEDROOF PLAN (ICE/WATER BARRIER FOR 4:12 OR LESS PITCH). 5.ICE&WATER BARRIER TO BE INSTALLED ALONG PERIMETER, DRAWN BY: MH SCALE: 1/411 = 11-011 ROOF PITCH CHANGE AND WALL INTERSECTIONS(MIN.1')AS REQUIRED BY CODE. ^ i i 6.GUTTERS,DOWNSPOUTS TO BE INSTALLED PER CODE.NEW 04/12/2021 DRAINAGE TO CONNECT TO DRYWELLS VIA ADS UNDERGROUND PIPING(SEE SITE PLAN SHEET FOR REQUIREMENTS). SCALE: SEE PLAN SHEET NO: JA . r (p- (0) � �ti m Z � r A�O� V 7" Generated by REScheck-Web Software �z. m ® �z" n �7. Comoyftliance Certificate fPSTENER TYPE: SPACING: Ll 0 0 0 N0.B WOOD-SCREW BASED ANCHOR WITH 16"OC 71n.EMBEDMENT LENGTH No.ED WOOD-ANCHOR REWS WITH BASED ANCHOR WITH 16"OC Project ADDITION 3141EMBEDAGSCRENT ENGH 1/41hBASE ala.IAGSCREW BASED ANaoR w1TH I&' oD 214.EMBEDMENT LENGTH Energy Code: 2018 IECC ® ® SHEAHI PLYWOOD SNEATHING Location: Peconic GRADE PLYYWOOWOO New York APA SHEATHING GRAD (ALTERNATNNE:7/16"O.S.BJ Construction Type: Single-family ® ® 1/7"APA RATED SHEATHING Project Type: Addition GRADE GRADE NATIVIO 7/l6'0.5 BJ Climate Zone: 4 (5572 HDD) FASTENER TYPE: SPACING: Permit Date: N., _5C 7X STUDS STUDS BARED ANCHOR WITH 10'OC Permit Number. WINDOWSILL 714.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS D ANCHOR PANEL SPAN EQUAL OR SMALLER 2h AS EMB EMBEDMENT LENGTH 12'00 THAN 4 FEET 1/414.dis.LAGSCREW Construction Site: Owner/Agent: Designer/Contractor. BASED ANCHOR WITH 16"OC 714.EMBEDMENT LENGTH 11011 1350 SMITH ROAD TYPICAL DOOR OPENING • MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PECONIC, NEW YORK PANEL SPAN GREATER THAN 4FEET 7-7X4DFM7STUDSCONNECTED N4.Bw000-scREw AND EQUAL F SMALLERR TOGETHER WITH B LTS SEW STEEL THAN 6 FEET OR GA VID NUTS W/WASHERS BASED ANCHOR WITH 8"OC AND NUTS 0 7'-0'O.C. 714.EMBEDMENT LENGTH EWS TYPICAL MULTIPLE OPENINGS BASED.10 NCHOR WITH BASEDANCHOR LEN 91 OC 714.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET _ • AI•y.A 6 .. ! ..SA' • • AN EQUAL THAN 8 FEETOR ALLER BAS.EMBEDMENT'RFU GTH 16"a . ._„. ._. .. _.___..._. 1 Compliance: 5.7% Better Than Code Maximum UA: 176 Your UA: 166 Maximum SHGC: 0.40 Your SHGC: 0.31 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING It DOES NOT provide an estimate of energy use Or cost relative to a minimum-code home. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16-- AND /16”AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Envelope A s s e m b I i e s ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ._...� ._.__..._-..__._...._.____.......�...._-..__ -___..._. ..__.___.,..�_._.__. _._,._ -_._-- . --... ... ......... ._ :.._.-.- .. .. _..... . ._. .._._ ._-_.-1111.._---_ .,..._.... ..__ _- .�. Ceiling: Flat Ceiling or Scissor Truss 674 30.0 0.0 0.035 24 Wall: Wood Frame, 16" o.c. 566 20.0 0.0 0.059 22 Vol Door: Glass Door (over 50% glazing) 21 0.300 6 SHGC: 0.24 Window: Wood Frame 14 0.290 4 �\ SHGC: 0.31 3 3 (` �/J Window 1: Wood Frame 73 0.290 21 SHGC: 0.32 11/4 Window 2: Wood Frame 40 0.290 12 11/4 1J1/2 :1/4JI 1 1/411/4 1114 SHGC: 0.32 SINK LAV. LAV LAV 13" D.W. D.W. W.M. F.A.I. Window 3: Wood Frame 40 0.290 12 rl_sH SHGC: 0.31 Wall 1: Wood Frame, 16" o.c. 732 20.0 0.0 0.059 43 C.O. I z 11IZC0 3 11/4 z 3 11/4 11/4 ^l Floor: All-Wood joist/Truss 542 30.0 0.0 0.033 18 2X12 3 3 C.O. I I C.D. Floor 1: All-Wood joist(Truss 132 30.0 0.0 0.033 4 RIDGE 1 3 W AAD' x70 `Z 12 4 Compliance Statement: The proposed building design described here is'consistent with the building plans, specifications, and other 6 R SLOPE"1/a"PER FOOT PITCH TO DRAIN O p p p g g g p p @1 R� 6 TO TIC SYSTEM A calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in � ,j ,, 4"C.I. SEPTIC SYSTEM REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1o�F' 2� GOC TRAP HOUSE O Name -Title Signature Date PLUMBING SCHEMATIC Q P4 w SCALE: NOT TO SCALE H 2X10 DF#2 CJ @16"OCW I�-I V Z z 0 Project Title: ADDITION Report date: 11/08/20 U Data filename: Page 1 of 1Cn w W r--1a 1 Zc/) 00 0 MATCH MATCH EXIST.(VIF) 3/411 SUBFLOOR EXIST.(VIF) 11-7/8 TJ1230 WOOD-I @1611 OC RAILING PER CODE (TYP) O I 00 UPSET JOISTS WHERE REQUIRED THRU BOLT 4" ML l 1rill I 1 11 ILI 3/4" SUBFLOOR JU�l 11 II AS NEEDED 2X10 @16"OC 2X10 16 OC a, a a RAILING 2X6 ACQ SILL PLATE b o PER CODETERMITE SHIELD b o DRAWN BY: MH • - (TYP) SILL SEAL 04/12/2021 00 411 4" STEEL a° 8" PC WALL CROSS SECTION A SCALE: SEE PLAN SCALE: 3/8" = 11-011 •b COLUMN •b DAMPPROOF v v bo bo .a .a SHEET NO: �•, 4" CONC. SLAB 0 w y J UFF 0 r a pao.p. a •vC ,° pay.D•A a .vp n v= .� .R p° •° .° 16''X811 CONC. FTG In of 4211X42"X1211 CONC. FTG (2) #4 REBAR Nva (6)#4 REBAR EACH WAY 40 'a50 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS to • ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER B ATH TUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. A,DS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS VENTILATION �/ , WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE - � _ � - - � _ � BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOC KING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A O AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ^� INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF lA INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL C. ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING W W 2ND. FLOOR WALL ' ' ' ROOFING LAPS BASE O L FLASHING 4 INCHES Z A �.q RAFTER O BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME W EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING ^ P w SIDES 4 INCHES AND LAPS NAILED TO SHEATHING H 7 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT H WOOD JOIST W � TOP PLATE GIRDER/HEADER z SIDE WALL FLASHING O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST < r 1 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Ln M W^ - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS W en w AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION KEEP SHEATHING MIN. 1-1/2" t ^ 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED �/ ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS AIR PASSAGE 8" - 16' MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS /� ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ( 1 DBL. SILL PLATE r— TERMITE SHIELD SUBFLOOR' WOOD SILL GASKET - JOISTS ` NEOPRENE ' TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY = V� I BOLTED TO STEEL BEAM WITH GRANULAR FILL EMIL POLY ON EXTERIOR �' ' � ' �,p � � 1/2 " DIA. BOLTS @ 48" o.c. STAG. = V STEEL COLUMN I ' ^ / CONC. SLAB d ' e 4 A'p D c'• ° \ ROOF JACK \�� `�.� �� STEEL BEAM r ° n o �, ANCHOR BOLT EMBEDMENT: I I �. eb ° COMPACT FILL a POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL 'D BLOCK WALL: 15" ROOFING LAPS �. TOP AND BOTTOM PLATE V ° ° d ° p FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING D /� c ° �'p ° p CONC. FTG. 'p Q'p G D' SIDES AND TOP _ 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT (USP LBPS58 OR BP583) o �� I I � 3" STEEL COLUMN p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN 7LE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" O:C:::::l SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL �— SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR O— USE 2X8 STEEL BEAM FOR B LOC KOUT ` 4" SLAB DRAWN BY: MH P.T. PLATE W/ 6X6 WMM I SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S ACE �`� < <� ° 7v1 �•• (WITH A NAILING PLATE IF NEEDED) i i AT END AND ES OF WOOD �p '�� 'p ' a ° ° '� �a'e ° STEBE EL L BEAMOX.TO1ALLOWFORGHER THAN SHRINKAGE 04/12 /2021 GRADE ' n =--n------�-----' _ _ , r' BEAMS 7� __�7q� I D ° D D ° O '< , •, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �•, Gl Q Q �' D I1= =1 I 1=�—I I � �• n a P 6X6 W.W.M. I _ _ ,2" • . I-_II-ITi='IT�IT� SCALE: SEE PLAN D ' D o D /1,'� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -- p p I 1 TT- SUB FLOOR MIN. c .° e ° ^ �'p �'p •° i _ s ° D II I �— .� . NOTCH EQUALS 1/4 DEPTH OF BEAM !_I D D ° r— Q REINFORCING BAR , -11! ° p ,° D �— GIST . D REINFORCING BAR e , _ , D DRAIN TILE: .�� p s• Or SHEET METAL 30 FELT UNDER BEAM AT POINT TI ' d L� n �e �e ° —P 12 / # u STEEL BEAM SHEET N O. p• OF CONTACT WITH CONCRETE OR CONC. BLOCK _tTT—fTi=ITi-lif=lll_t�= o•� c 3" PLATE (BOLTED TO BEAM) ^ ^ SHIMS TO LEVEL BEAM OF TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. P J UE }" 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET mLu [Y roY Z OTS- ssloyP` J CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4" DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. _Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 7. o 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 11-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER L2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. r ^ �I 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal v l POST for any contact with ACQ. TOP PLATE (D z TOP PLATE BALUSTERS O WALL STUD RIM/DECK JOIST o HANDRAIL NOTES. ^� OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"INCONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. CONNECT TO PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR 4 J, EACH RAFTER ,�_-y 2).Type 11. Handrails with a perimeter greater than 6-1/4 1"4 inches shall provide graspable finger recess area on both O sides of the profile.The finger recess shall begin with a A distance of 3/4 inch measured vertically from the tallest 4 MAX. portion of the profile and achieve a depth of at least 5/16 rT1 O 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the P+y GIRDER/HEADER 0 profile.The required depth shall continue for at least 3/8 w inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the W Z GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a Q ., ° ° maximum of 2-3/4 inches. Edges shall have a minimum W I� V Z o ° radius of 0.01 inches. JOIST POST/COLUMN ° Z P4 16-4o `O POST/COLUMN En M NAILING SCHEDULE CI, O < 't� f) V GIRDER/HEADER ROOFSHEATHING: � o a JOINT DESCRIPTION NAIL NAIL NOTES t � POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING V , STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION I WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION O JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QN SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE IU WALL: 4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE Q ° STU® BEARING PLATE CEILING JOISTALLEL LAPS AS E TABLE 3.7 EACH FACTER WFCM-SBC LAP IE GIRDER Q OVER PARTITION WFCM-SBC LAP NAIL ° Q COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST V >• BLOCKING 2-8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END LEDGER I I •" >• 2-16d COMMON ° GIRDER/HEADER I I CONCRETE PIER TO RAFTER END NAIL WOOD JOIST •,>• WOOD JOIST 14ol 70 `" WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS 2x TOP PLATE TO PERS WITH HEADER/GIRDER 1 (MINIMUM) TOP PLATE 2- 16d COMMO FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH II HEADER HEADER/GIRDER-TO-POST CONNECTION I TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM 4- 16d COMMO LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD 1 I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE REQUIRED 11 STUD O.C.-16d COMMO O.C. NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTT THREADED ROD OM PLATE TO: PER PIECE OF SIDING BELOW FLOOR JOIST, BAND JOIST, 2-16d COMMO END JOIST OR BLOCKING FOOT FACE NAIL 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT DRAWN BY: MH CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: @I6"oC MINIMUM t (zBOiLTSU ' � END DISTANCE JOINT DESCRIPTION QN, SPACING NAIL NOTES 04/12/2021 P944 POST a ' p JOIST TO: PER TOE ANCHOR "dia, 4-8d COMMON ,• c R 16"TREAD . ° '•' .•.• - MINIMUM s ^ SILL,TOP PLATE OR GIRDER 101T NAIL • FLOOR FRAMING PIE c•e o ' o o ENS ANCE V ° BRIDGING EACH TOE SCALE: SEE PLAN 2x JOISTS , 4 •o ' '• 12"x12"x12" ^ >A �' TO JOIST 2-8d COMMONEND I NAIL GRADE a CONC.SLAB •w y •. �o •�g,' CONCRETE FOOTING (AS REQ.) c^ ^ BLOCKING EACH TOE 4 .a•4 ,, c 2 8d COMMON BLOCKING FOR JOIST HANGER a^dia. 'v DECK PIER y " V TO JOIST END NAIL LAG BOLTS ,Q e p 3,_G a e CONC. PER PLAN BLOCKING TO: 3 -16d COMMON EACH TOE SHEET N O. o PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD./ ° 4• 4.' SIMPSON STRONG TIE MODEL STRRI/2 � n �°9 °•n 9 LEDGER STRIP 3-16d COMMON EACH FACE OF F ° s°• • °-4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION (� W TO BEAMJOIST NAIL p LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE co �5 '�y ©� 3 -8d COMMON ,k �Q s 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL DECK/POfZCH LEDGER CONNECTION t •� 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 3 -16d COMMO TO JOIST JOIST NAIL 7- BAND BAND JOIST TO: 2 -16d COMMO PER TOE NAIL �,o °�2a, SILL OR TOP PLATE FOOT ssv4l. J WIND FRAMING NOTES NAILING SCHEDULE Y PLAN CONTENTS: GEI �*4ERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL: 4-8d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP I NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 Y g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) 1-/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 _ 16d COMMON END END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) p P p p g p p g TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shear•walls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 0 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ) FLOOR FRAMING. HAZARDS ^~ Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to re<:t on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO P 1 g JOIST TO: 4 - 8d COMMON PER TOE 3 . Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE END NAIL be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 �-.� �./ O poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS Q o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with anchored on of the beam or slope connectors shall be attached to each rafter-to-ride 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD ^" 6 maximum lifts (layers). p p g SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 !+I O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL A g w 8x16 cast iron foundation vent for every 150 sq. ft. of area. H DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES x 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL Q (�THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. E-i N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END �,i (j the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAILF- 4 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Z � � BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �� 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONO O Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 � V FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F HEATH 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �T� M a For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. !�1 r4 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3) v ) . Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For /� below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES J 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �\\....../// otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) where needed. � 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON3" O.C. EDGE be used.6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 10 7"' O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. O.0 . FIELD 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4•" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g, g P other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z•MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"' O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearingwalls. NOTES:� NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding equipment supplier. P g 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. if wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. DRAWN BY: MH ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 04/12/2021 0 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.members,the tabulated number of nails shall be permitted SCALE: SEE PLAN P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SHEET N O. torch down type material over. and R315 of IRC. O NEw 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G �p� f� fR �0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP �; a M w "a,re+•- Z � p 9!n �Cti� ROFE 1 V