Loading...
HomeMy WebLinkAbout41424-Z Town of Southold 5/17/2017 ` P.O.Box 1179 53095 Main Rd ep �1 1INo`r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38954 1 Date: 5/17/2017 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 180 Strohson Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.40-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2017 pursuant to which Building Permit No. 41424 dated 3/15/2017 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: ALTERATIONS TO AN EXISTING UNHEATED,NON-HABITABLE,NON-SLEEPING ACCESSORY GARAGE PER ZBA DECISION#7021, DATED 02-16-2017, AS APPLIED FOR The certificate is issued to McDowell, Susannah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED rized Signature SOFEo�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41424 Date: 3/15/2017 Permission is hereby granted to: McDowell, Susannah 350 E 77th St Apt 2K New York, NY 10075 To: make alterations to an existing accessory garage as per ZBA approval. At premises located at: 180 Strohson Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 103.-10-17 Pursuant to application dated 3/6/2017 and approved by the Building Inspector. To expire on 9/14/2018. Fees: ACCESSORY $356.00 CO -ACCESSORY BUILDING $50.00 Total: $406.00 1 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 1737 ' (� New Construction: Old or Pre-existing Building: 1/ (check one) Location of Property: 696 Q yet — House No. Street Hamlet Owner or Owners of Property: i S j O V 6 IMC- Suffolk MLSuffolk County Tax Map No 1000, Section 163 'Block 66 Lot 1.7 Subdivision Filed Map. Lot: Permit No. a Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENTSCENE o you have or need the following,before applymgv TOWN HALL Board of Health SOUTHOLD,NY 11971 D 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net ITA0. Check Septic Form N.Y.S.D.E.C. BUILDING DE1PS Trustees C,O.Application TOWN OF$OUTSOLD Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form //��— / Contact: Approved 20 Mail to Disapploved a/c Phone. Expiration 20 163 Building Inspector APPLICATION FOR BUILDING PERMIT DD Date ®Q � 20 frs l OCT 1 8 2016 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 $setssoof plans,,aaccurate�7lot plan to scale.Fee according to schedule. DD Oi w✓mg location of lot and of buildings on premises,relationship to adjoining premises or public streets or TOWNSGIF 80WHOLD c.The work covered by this application may not be commenced before 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 and in building for necessary inspections. La A4= (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder DbkG, G1 ecJ— Name of owner of premisesr" )t V11" C kJ0 z3 Qiy� (As on the tax roll or latest deed) If%icant is acPPrR�or�i ,signa e of duly authorized officer wa, (Naive and title of corpotg offieer��99 Builders License No. )(P – Plumbers License No. Electricians License No. YX-7)J 144 Other Trade's License No. 1. Location of land on which p opo ed work will be done- re; o - 1 �-�re; k 60As d House Number Street Ramlet County Tax Map No. 1000 Section 163 Block Ca Lot + Y o Subdivision nmc'1 YFiled Map No. Lot Ors 2. State existing use and occupancy of premises and intended use and oc panty of proposed constructioonn:: a. Existing use and occupancy �'jCt`cSTj✓tl�1 a �� w ��1 ,Z-/ b. Intended use and occupancy gOAA)- op 3. Nature of wor check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. EstimatedCost* • (�(') Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars v2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N J 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front �' Rear Depth 10.Date of Purchase Name of Former Owner ' 11.Zone or use district in which premises are situated�G'Si 1hp� tt IAS 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO v 13.Will lot be re-graded?YES NO tlWill excess fill be removed from pre is�s?YES_NO CAls, � _ 14.Names of Owner of premises � )b-9 Address c5 Phone No. 73� Name of Architect tgGl( AddressD -F,6g;mim tt Phone No (93 - 6"' 3 Name of Contractor, Address Phone No. - J'��/�� 15 a.Is this property within 100 feet of a tidal wetland or a freshwatewetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) 1SS. COUNTY OF S�, ^� �j •--�65 Pqj W'4'-d`1Y being duly sworn,deposes and says that( )he s the applicant o C, (Name of individual signing contract)above named, (S -le is the Gwil o ®... (Contractor,Agent,Corporate Officer,etc.) 0 5 r,A l G. of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; H C>t' that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be 'L< performed in the manner set forth in the application filed therewith. -a m �' Sworn to before me this N o day of © lOcr 20 l O_ 9C tp � Notary Puglic Signature of Applicant so �0 Uly �o� opo coUNTI,� TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: ne f 1 DATE INSPECTOR �pE so �o� olo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DAT E >0 I INSPECTOR N O ai TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]JNSULATION [ ] FRAMING / STRAPPING [ FINAL Shv t 6t S ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI ) REMARKS: (M ,>� .t/t� OK DATE I INSPECTOR K � U FIELD INSPECTION REPORT DATE COMMENTS R FOUNDATION(IST) '� y ------------------------------------- FOUNDATION (2ND) I I i �K✓ -� iu � � • as O c ROUGH FRAMING& y PLUMBING O C� y INSULATION PER N.Y. T STATE ENERGY CODE I show► S h V Vhf'Pi vt ir Ar Y-th V O FINAL ADDITIONAL COMMENTS (� O ® z m t� �z - t4 H d FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 26, 2016 TO: Double Check Builders Inc. 270 Ronkonkoma Avenue Ronkonkoma,NY 11779 Please take notice that your application dated October 18, 2016 For permit to make alterations to an existing accessory garage at Location of property: 180 Strohson Road, Cutchog_ue County Tax Map No. 1000—Section 103 Block 10 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 280-15F,which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." Pursuant to Article XXIII, Section 280-124, lots measuring between 20,000 and 39,999 square feet in total size, require a minimum front yard setback of 40 feet. Article III, Section 280-15B requires a minimum side yard setback of 10 feet. The existing garage notes a front yard setback of 5.8 feet and an existingside ide yard setback of 5.2 feet. UAuthoSignature Note to Applicant:Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC.-file, Z.B.A. r i BOARD MEMBERS Southold Town Hall �pF SO(/Ty Leslie Kanes Weisman,Chairperson ��� ®lG 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Q Town Annex/First Floor,Capital One Bank George Homin ® �`�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 I� RECEIVED http://southoldtown.northfork.net F E B 2 7 2017 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD FEB' 2 2 2017 I°UI 'Dh G DEPT. Tel.(631)765-1809-Fax(631)765-9064 TONVN OF SOUTHOLD go old Town l FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 16,2017 ZBA FILE: 7021 NAME OF APPLICANT: Susannah McDowell PROPERTY LOCATION: 180 Strohson Rd,Cutchogue SCTM# 1000-103-10-17 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 15, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the Coordinator's recommendation that the proposed action is EXEMPT from LWRP review pursuant to Chapter 268, Minor Actions item(F). TOWN OF SOUTHOLD OFFICE OF ENGINEER—This application was referred for review to the Office of the Engineer. In his memo o December 20, 2017, the Town Engineer indicated that the property does not appear to have erosion or drainage issues related to stoimwater. He further commented that additional drainage will be required for the reconstructed garage which will be addressed when the building permit is applied for, and that at this time,there are no issues relating to the proposed reconstructed garage. PROPERTY FACTS/DESCRIPTION; The applicant's property is a non-conforming 30.054.28 sq. ft. parcel located in R-40 Zoning District. The property measures 80.00 feet fronting Strohson Road along the northerly property line, 185.00 and 200.00 feet along the westerly property lines, 195.00, 14.33 feet, and 200 feet along the easterly property lines adjacent to Sheep Pen Channel (part of East Creek) and 96.00 feet along the southerly property line adjacent to Sheep Pen Channel. The parcel is improved with a two story residence with an attached porch and an accessory garage as shown on site plan prepared by Robert Chernack, Architect, P.C. dated November 29, 2016. BASIS OF APPLICATION: Request for Variances under Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's October 26, 2016,Notice of Disapproval based on an application for a permit to demolish and reconstruct an existing non-conforming accessory garage at: 1) less than the code required minimum 1 • - 1 1 Page 2, February 16,2017 #7021, McDowell SUM No. 1000-103-10-17 front yard setback of 40 feet, 2) less than the code required side yard setback of 10 feet; located, at: 180 Strohson Road,(Adj.to the Sheep Pen Channel)Cutchogue,NY. SCTM#1000-103-10-17. RELIEF REQUESTED: The applicant requests variances to reconstruct an accessory garage in the same location as an existing garage which will require a front yard variance for a 5.8 foot front yard setback where the code requires a minimum of 40 feet and a side yard variance for a 5.2 foot side yard setback where the code requires a minimum of 10 feet, all as shown on the Site Plan prepared by Robert J. Chernack,R.A., dated November 29,2016 and the Architectural drawings A-2 and A-3,prepared by Robert J. Chernack,R.A.,dated October 7,2016. ADDITIONAL INFORMATION: Applicant informed the Board that the garage foundation(footings)will require repair below grade and that the existing garage is in deteriorated condition. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2017,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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing accessory garage has existed in the non- conforming location for over 30 years without any apparent detriment to nearby properties, so it is therefore presumed that its reconstruction will not create a detriment to nearby properties. Furthermore, other nearby properties also have similar non-conforming front yard setback. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing accessory garage is in a non-conforming location built prior to 1979,and to reconstruct it in the same location will require variances. 3. Town Law &267-b(Vb)(3). The variances granted herein for a front yard setback of 5.8 feet and a side yard setback of 5.2 feet are mathematically substantial, representing 86% and 48 % relief from the code respectively. However,other nearby properties also have similar non-conforming front yard setbacks. 4. Town Law §267-b(3)(b)(41 No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it,is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of reconstructing an accessory garage, 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 Schneider, seconded by Member Dantes, and duly carried,to JIF Page 3, February 16,2017 #7021, McDowell SUM No. 1000-103-10-17 GRANT the variances as applied for, and shown on the Site Plan prepared by Robert J. Chernack, R.A., dated November 29,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1, Accessory Garage shall not contain any habitable space. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 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), Schneider, Horning and Dantes. (Member Goehringer not present) This Resolution was duly adopted(4-0), Leslie K=6 Weisman,Chairperson Approved for filing o� /a/ /2017 :�f o11 S� �Cx Town Hall Annex �� G�j L� Telephone(631-1802 54375 Main Road ? -c �• Fax(631) 734-9502 P_ O" Box 1179 o z Southold, NY 11971-0959 y o b- - �f�0l BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1-b - ) J Owne Location of Property: -4dCVGjc-K, ��5 � U Please take notice that the (check applicable line): New residential structure Addition to existing residential structure , r= Rehabilitation to an existing residential structure V :. to be constructed or.performed at the.subject property refer"Qnce above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) ', INUA6 "Floor and roof framing (FR) Signature: la'& Name (person Imitting this form): JDs Opt, WO �. Capacity(check applicable line): Owner Owner representative } TrussResRec;15_docx EffectiVe 111!20?5 i 6" DIAMETER REFLECTIVE RED RO7ALPHA�N�U�,MIC -PI Tt7NE— - _ - - : ------- DESIGffiTIOiur; ONSTRUgl iuld - (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK;STATE I 21' MIN- REFLECTIVE V( RITE 4 112" STROKE •-- - ----- .. --- '•- :a�sr�rt��emi�''viisrRt�c�t�-�dt -- -----=------___.---,--=-------�'-- • ---- COMPONENTSTHAM ARE•OF TRUSS CONSTRUCTION "F" FLOOR FRAMING,INCLUDING - GIRDERS:A•FGD k3 AE S.,, - "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMIIIG TRUSS IDFJ\MRCM ICN SIGN Jj*NCE WTH 19 W-CRR f?ART 12654 SMS dE7ES Q!Y.ISI13N EK MPLE TRUSS-IDEN1iFICA(jN SIGN -DATE:03(08/2005 NEW 'YORK STATE DEPARTWENT OF STATE f -Z DIVISION OF CODE ENPORGEMENT - ` _�= AND ADMINISTRATION °sumac ��� STO�RIMMATIER[ , Scott A. Russell SUPERVISOR AM[A,NA(Gl]EN I I E N\ ]F SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 �y� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -- - --- - -- - -- - - - - - - - - - - - - - - ___ _ .____u_.___-DOES-- HIS_PROJEC, --INVOLSE_'MgY—OP,_—THE—__F®LLOWING.._.__—_. —___.__-__ Yes No (CHECK ALL THAT APPLY) ElA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[J"'B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[]�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. SS preparation within 100 feet of wetlands, beach, bluff or coastal eros"-on hazard area. ❑Ele preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. EDF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: ),, 1' atria NAME �1O5e "L �Vvl� C l V ./ D I �) 1 a�n Section Block Lot "' FOR BUILDING DEPARTI•IC.NT 1,SE ONL'1; '. Contact Information 6�%-ST?S- 9 V9 U/ Reviewed By: — — — — — — — — — — — — — — — — — — Property Date: Address / Location of Construction Work: — /— — — — — — — — — — — — — — I Approved for processing Building Permit. 5 �✓J Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan i�,Required. (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 Oct, 18. 2016 9: 19AM No. 5885 P. 2 MNew York State Insurance Fund Workers'Compensallon&Disability Benefsls Specialists Since 1914 8 CORPORATE CE=NTER DR,3RD FLR,MFLVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISM IJ ^^^^^^ 112122957 2 SCHAEFER AGENCY INC 201 EAST MAIN ST PO BOX 688 SMITHTOWN NY 11787 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER DOUBLE CHECK BUILDERS INC TOWN OF SOUTHOLD 270 RONKONKOMA AVE BUILDING DEPT LAKE RONKONKOMA NY 11779 54375 NY 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 1676454-2 771011 10/10/2016 TO 10110/2017 10/18/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 876 454-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE: EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE:THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTE=R OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:896085439 U-20.3 Oct, 18. 2016 9: 19AM No, 5885 P. 3 YNo K Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Board lCompensation UNDER THE NYS DISABILITY BENEFITS LAW B PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) ib.Business Telephone Number of Insured DOUBLE CHECK BUILDERS INC 6315654444 270 RONKONKOMA AVENUE LAKE RONKONKOMA,NY 11779 le.NYS Unemployment Insurance Employer Registration Number of insured PENDING Work Location of Insured(Only required if coverage is,specillcally limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations In New York State,1.9.,a Wrap-Up Polley) Number 11-2122857 2.Name and Address of Entity Requesting Proof of Coverage 39.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company,of New York TOWN OF SOUTHOLD BUILDING DEPT 3b.Policy Number of Entity Listed in Box"1 a" 54375 NY 25 R07816-000 SOUTHOLD.NY 11871 3c.Policy effective period 1/1/2015 to 10117/2017 4.Policy covers: Ex A.Al of the employers employees eligible under the New York Disability Benefits Law E] B,Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS[)Isabllity Benefits Insurance coverage as described above. Date Signed 10/18/2016 By (3tgnafaro of insmnce camera authorize representelifre or NYS licensed Insurance Agent of rust insoranoo on,rier) Telephone Number (212)355-4141 Title SUPE=RVISOR-DBL/POLICY SERVICES IMPORTANT: If Box"48718 checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that earner,this eerUfeale i6 COMPLETE.Mall It directly to the certificate holder. If Box"4b"Is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DS Ptahs Acceptance Unit,328 Slate Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only 1f Box"4b"of Part 1 has been checked) State of New York Workers' Compensation Board According to Information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law With respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensallon Hoard Fasployes) Telephone Number Title Please Note; Only insurance carflers licensed to Write NYS dlsablllty benefits Insurance policies and NYS licensed insurance agents of those Insurance carriers are authorized to issue Form OB-120,1. Insurance brokers are NOT authorized to Issue this form. Dia-120,1 (9-16) Oct. 18. 2016 9: 18AM No. 5885 P. 1 I- 7 ® DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 10/la/2ols THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(G). "TACT Tina Shanahan PRODUCER NA (gal) 979-7479 Fax (631)979-7488 The Schaeter Agency, Inc, PHONE Nei. 201 E. main Street EMAIL P.O. Box 688 INSURER 8 AFFOADINO COVERAGE NAC b Smithtown NY 11797 INSURERA:Southwest Marine & General Ina INSURED INSURERH:Standard Seourit Double Check Builders, Inc. IN ERC'EItate Insurance Fund 270 Ronkonkoma Avenue INSURER D. INSURER E Ronkonkoma NY 11779 INSURER COVERAGES CERTIFICATE NUMBER-.16-17 Master Liab REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, 1NTR TYPE OF INSURANCE ADDL SUER POIJOYNUMAGR OLICY EFF PPOLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE a OCCUR DAMAGE TO RENTEDirforivol 8 1,000,000 GL2016RLHOO106 5/1/2016 5/1/2017 MED EXP(Any one son S 5,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIED PER: GENERAL AGGREGATE S 2,000,000 X POLICY JECT L_J LOC PRODUCTS•COMPIOP AGG S 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Por porsen) $ ALL OWNEDSCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOSAUTO8 R DSAUTOS NIOJN pg SFO PROPERTY AMAGE $ UMBRELLA LIAR OCCUR EACH OCCURRENCE EXCESS LIAR HOLAIMS-MADE AGGREGATE S DFD I I RETENTION $ WORKERS COMPENSATIONSTATUPEROTH- AND(EMPLOYERS'LIABILITY T ER ANY PROPRiETOR/PARTNERIEXECUTIVE a NIA Bee ATTACHED 10/10/2015 10/10/2016 ELEACHACCIDENT S C OFFICER/MEMBER Mandatory(n NH)EXCLUDED? 10/10/2016 10/10/2017 P.L.DISEASE-EA EMPLOTE $ I( es.desanUo under D SCRIPTiON OP OPERATIONS belowE L DISEASE-POLICY LIMIT S B Disability R97816--ODO 01/01/2015 Until Canc DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 901.Additional Remarks Schedule,may be atlachod If m9ro apace is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUT11OLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEBT ACCORDANCE WITH THE POLICY PROVISIONS. 54375 NY 25 SOUTHOLD, NY 11971 A T 0 IZED REPRES TN ®1888-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) SUFFOLK COUNTY DEPT OF LABOR, y LICENSING 8 CONSUMER AFFAIRS HOME IMPROVEMENT f k ° CONTRACTOR NAGE JOSEPH W WALKER This certifies that the SUSNE59NANE bearer is duly DOUBLE CHECK BUILDERS INC licensed by the County Of Suffolk `I""e'"n°. DO.leeva 16843-H 06/01/1989 f COMIlebw EXPggTION DATE 06/01/2017 p0060nn / OOC c :v/ 90�O ♦/ 1 wed A°00p°d so°yo• aP�'ggpAA6si Qae, <:0'�,yggAe00AC s•, °,q°C°Oe00®Gs�w•• `�/ . Qa�°0®OCRO�� :/ p�oQo�Oypn :7/ poo4pp v :8•i ve6 0 �/ e°O o ��i a o :/ e o$0lAcaeaas. ,�CCe;A000°yae°a'• ec'`1Z0@PAOd°away'.. •.OR@OO&30@°9goso�+ <a�®0@0046oiv°c. .pmy00AAAd°p6°eT.> ,.®o@C@mAggBA?oACeAo^�, ,cQa�ge®O°®06q'mm, eQo°@A®g09®®go;, c°®@v0�6090c'. a°�A°gomOA°dEo= ,�/ a°0A°q®AOV®£®o•. `�/ °°Co0eA00�a. ems oSas9eilgri�!,q¢\a\eee009pppPggar�/,n¢Q 6@dA®dipdapp ga:.'•¢aQeB@® tv'.:CSm9@®0/A6°dna ayga. :aQ.@Ce0A96pcdmnl, ,paQOi!@od v9°yp a'.yJ• saame@OOA449aasp, <<®0@'yaOAd°pada.. ,^md9@®ggOAypw6?e, <C0gA0A60p°Cm9. .em0000AAd°see. .•rrC000A/®oa ?e dd�Lilr//,/a�\e 101°piepPPF.e:•��\\ala @Oaep 1PIE!/v,��L>Ctee peep9P ig/i;aq�>Q ee pei aaPPa/!.,oV ieCe@p69edpP 9pv..•¢CQQe a@OaeeLae °9"go,.•¢Q e@ @aipdei5 r» .¢eQ'\aa @OepAa 9 gs. •¢eQ9e@@ 0!°A:p-ae ;C 0.@0@AOpaa4a J. e4 9 4@0A6ppc0o y, cpg6e 00 000• n m.;l,',:•e/ a\\1 eee gip a..,.,// \\\tePpoeo,9p,1.:/On��\110oeie dila/�/a ..•.Q e e@OeeA!N ,..¢Q 00 @ oma •av�r,'rD \�:�1ar:°e,9a',,rrlCC•:el,apr,ada4,;./ \ >�. 4eeePlpd•c/ \.�y\e+ieeeip,a,.y! >.1e,plaipi✓r./A �\11,M°eyoo95P!/N���teedeepdpl/!�'4J\100geeaoApf/.•4JReaeOioepP3/>,,�4\taeiodpPi!lv,�\i\Cte@@iep9Pg/v, .\Q10i_�de °.ee.. /raD Q> ,.,4r,ea/d,rr//\Q C• ,4ueo,a,., AR 01 p1'�4.ea e,',:v/iDG a::1!aeoai,aa;•,•!/!>\-�`.1 a°eea.oeeep,a,.%d\a��t N ce ie d,,'r/\ \4l0 o A i.'r \�.\C reeelp 01i!./ 1 ooa 9p/!./ oe"'�.6 m ♦Q> n„o,,,�.!,m m4\.•.,y°aJ,;/r D Q\.:.',.•h•,../,r/ Qe,\ ,.e'a•.!r /CQ C ,,,.reel r.. real\\\•hJ,,,rpure eeS.�D/�C ...1lie°rre°+ra,;'!D!Q\ tie eeoeafr;,,,aD C..0 ieoee,da5..!/�\0�\41r�ieerper•:r .�//i./ar DC\a\•s.d'•;e/r! ♦a\•:',J:';•///sAm Q ,,..;',!!a ♦ ' ,.•:': Jl/\♦\\•...'.;°j.1v!!D ma>•:..;,ea..er'.,,,!s mmi> ;.•ar'.vlDs Q C ;,.4•;capi,r.•a! Q\�•4,rac,er,leD9.m\�,i,eee•'p..'!lDlaQi>gti,i'•reer°°r;•!/ a'�_ o laD^\mma\'Y"p:/ !9mm @\•,5.;. P//i9•.AmQ\C...:'.•!!mm/\ ♦l\..:.:.:•f'..y; ayD�i,mQQ\ ,.../.:•//aa mQ®> a n,•.•,!!m m4 C••,::°•:•.i!!D ♦m>.:.4..dr.a�.!/Oa ..o.d�.•/D m\ - .o® _e//Doll..,:t..• !/.:r:\\ /1/•7;:\> 0/lai s:•.\\m .,/OD!i-•..^. aQ ,}///Jm•<Q:\ C\ •.,.r:::,;•/!D9 D ♦4 Qa'::.'.•,:•/r0/ DtlmD OQ\•:h.:'•r /Dmi�♦Q\•ri'.::•;•/Dradl\♦�\>` :'.,.�a•r./IJaDma:'�"owav \ m Q •./ m D D/3a \ D D e `+6 a 6'� s �\ e 4 s J i o �O Suffolk � County Executive 's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 ° 06/01/1989 16 843-HI •����::, DATE ISSUED: No. SUFFOLK COUN'T'Y Home Improvement Contractor License This is to certify that JOSEPH W WALKER doing business as DOUBLE CHECK BUILDERS INC a.v having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules ::: •. -_=== and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME otos�...`/�. : ` IMPROVEMENT CONTRACTOR, in the County of Suffolk. �m• �_==� ��%''•//"///®.` THIS LICENSE EXPIRES: 06/01/2017 Additional Businesses <=Q e•d a • ami///o o NOT•VA rL,II)WITHOUT o®� DEPARTMENTAL SEAL .�s/Hese:•>; l �==���O O° •�o -_�e � . . Directorallow e - yiy O.` D 72' ti >• •m / r /' C a m •\ m D •\ J•^ •i' `� Q ! /:• :/ ':1;x:0 •\ a -s a a < give /••. ••'\ ! •• s m m / . / VD r. ,,,; m4/ , , Q ♦ a !„• Q a / \ a m. •\a m D. /.,. \- a /.• C /: C - /6/: m D :r�: C / ~C\•: c -=.1a r/ >e m !•, e,. .,\ mr ? m o '';' 4m !!„ Q 5� /. am `r�s r Qem m! /. m m \ !. > D !: '4 i�: s '', m /., e': ••\Q D !•, e:: �/ .'i°: m ! ! "\ / .\ C`Y !. ao -Da /.�i'�::;1. Q 'mm /.•' -r>Gtr s,re ere C 846 a ,s a r�'i ��at6s! ! ',p '\t s r,., r'. ..\ a ,,�/: Q m /.•v / ,'<'.'::i.\ I, re...\ ♦ ! •.Qt m\`brm ar �D mom-mom` C /.,,e, „'t�•.q !`.,,r e ,�c.>Q''Oa s. ',°deee.`;i'�F>Q D/,.;'rp err•'i\c> QD a,;e+reN'i R me/:.•.,a::"o'::',,,•`\Q \lD!!.,:i'o.'�{:,>. m\✓m r L.;•e..,., b m m!G/.e L m dm/,/, . ,.�Q e a ✓'�''' •,,>m .. �.:>ZJ .,,,lpal ec.. b .'a'a•elr.e\.>Lli.,,ad+oda.,31.<! 4/',' epaerl�.`\m li,,,ar, ,i�.OtS�y,�los„',°per° r°a'1c\2\4rr,,/+ere•i ,•OQ !!/.;,i ,,,; <Q De/,,,,ee•f,r00 msG•",r/e,,,r \Q �Drr4. aee�,:rr,\Q ♦ ao me.11a\��li:/Pe6 regia t1\\4�//;/ i oreea t\\C♦O/.:/'1 aae.c 1\\�1 /..,6a1 a° �\a✓/.•,, Ip pe ,t..: ab m••;•,p°roeSoeeil�e C Ds,,,.,a e,p p,1c �,aQ46ep.•,'a eper pr 1.�>0 s o.,,,ee Dor,�y.,C @ <D„y°e prc ,�F\Q^dD a„•eJple,��e ma Ohm!(,'��wee oo_,peae\\\<.,n/teioo@eee\C\m,..ila°P°eoP@Ste\\d,'//ei9poo411\� /f/7,IdpeBlei4>�ev,//liepperepl\4\�iyf!-'llpaaeepeo°e\\`iE,'9,:/aiaAp0o.1� .C\>/;..,,,9peraei 1.\e >•,/,alpopop,il:4 rr/•ap°oeee111ec\O,ra.,,664oea11.`\\ aml,,,,.,,4m u•a.�-e9@e ea®w' olm4gP16of0@a eL a. eigl A tel @t a'La.dgJ Ai A•: @ at Z\a.d/g>iApiol pa 0 e+4¢,s/gt ay eeo@ p\\C:,i0//pe yoeolt0 4t 1\�.r'/r/!c 9epee @e t\>\�`y,//!a•AeaoO e41\\�\b�s.!!pd eeoe e1a\�\ P//gioi ecote ee\\Ov0/'/i i peo/l+e\\\<4�4:/'i'pa�oo o°. Fy4�3dh@OeC�L:• .aaeaa°104i0aLa4>° .at�e°ad0A0)0?3a,Qfs ',aapaAA°ooav0a\ae ';aDacpA60010@1a\be .Aya}p®600010e�Q�i ./eg69yA000'0@@@04aaaCa./aggAP9p14@@peLCa.,I;JPSA5Aao0a0�a\e•<C/A'aadiegp0@@1Q>Ce:•e//gAA°®`eo@0e\Z\C„•.v!/gDai°ieo60tt1\a\<;//raP°OCO:�omeaa t pz.gdn`•p008Sn"e� '<sb°AA@AAOCOgd, •�rtgAAyN�C+a;b> •;eaaE0pgA0q@8S>`> 'a6ae°d®A9A@@@9s�> �'cddAt°AAAAA@OOC>> .�smppfig40AA@8a0Qone .?oaio®apOgO®OaZmC>, >�soa°AA41pOgA©O�em�v '�s9asyBleg009Q00aRLo .:aaa�asvpA00@3@0@Q8o •soapopp�e90A00C@O�Q�;.svod�geyA°A1SPomaa+; ,i<,�iaee.�� medea0oo /. '�ede�o�o�'a ,� e�Oe,D®o@ao c�0om09°3mo- ,cC oACC,�o- •sE A'JAShOpAOCEas' ofltl ZAOSd.. =es5°9aC@�0. •a 6 6A �,�q, •,m g°A @ C> '�.mD P 000003 e> rip ! ,� j� �A � %B /tel: c0 A O o /: o e o et:e m� /�I,: �ac.0m0�O�ess° /: 'c nV`aC+�oCo90°- /�' ¢G0Q®ApOcO�i, /b``•c QtyaE,�A�Op6oAmda� /�` `a Q®p®ooOmCy%"' ,�`•c c°y¢e�a@yoao�a i d -.E�•=�YG9�G-TPf"�'"—`,.,. ?F� 31t'' �':`'.'...�,i.. --.=t Ti.{' _ .__ .N_.. .---+•----'•--•-s-•-.-;-v--mss-z.. ., ..Fs,"..:�..4%?a:�i`:�x,' t' 1' .:.`"'arF�_ s 4 HSN ROAD N 7 F0 �- N 76: 05 �n nE- 169.40• 8 0.0 _ FD 8 d? 5 IP 2 20.3' w cel ? U ASPH' ARAE f " � N Qn ,30,5' O .R, 't' +L = N/F ND " ,o'E , _ , t. MA TTHEW MULLEN C _-32' XISTINO t t3 " t 2 STORY R SETA FRAME RES. AD I %PORCH NIF 2 RAIL FENCE PE TERS k cr CD- BOARD BOARD fl0 �'.E W LK no �� O TIMBER 00 --• c FLOOD WALL Ct-mo x-i ZONE TER LINE DOCK X HIGH HIS pp7E - -� FLOOD N 55. 06' W Z'4E' 14.33' . �P � (vim /Q , `Guarc;tr.�s indicated here on shall run t!;,2 per;.an for whom the survey O+ MO is pr,:P--r:;d, and on his beh:;;, to ih3 J : C ovar;r.ent:.l ;�Secy, O r i- ;: and stud I Er on, 1 F^ c s;€r;neus of ii;e l .;c', c iAstitution. • ':, nt:os aro nct trct;s.:r to �O� :� oit;onal insli uticr;s or s.;bsaqu-, t owner. � W 96'75• 2� 'Jmaauthorized alteraticrn rr cdclition to this S SURVEY OF ^� :+S4rvey 'i .. vicic:i,,n of Sc:t:3n 7209 of th,:• t ' ork Srcr, Low. DESCRIBED PROPERTY �„Cpies of tois survey m-i.n not S!i'UATE Tho Lc .' TM 1000-103-10-17 CU TCHOGUE, not be a_.;,'..ie:.:d to be a v.;;d true copy. TOWN OF SOUTHOLD SURVEYED BY SURVErED 9 SEPT: 1998 SUFFOLK COUNTY, MY SCALE 1'--40' SURVEYED FOR DIANE M. TRENTACOSTE STANLEY J. 1SAKSEN, JR. AREA= 30,054.285SFOR P.O. G.k 29 4 0.690 ACRES N -Vl S1IFFOLK Y 1 56 �— .�4f�'8,� GUARANTEED TO J DIANE M. TRENTACOSTE Ll L IC SELF LAND. VEYOR TOWN of SOUTHOLD NYl�. NO. 40M, 1. 30 MARCH '99 REDUCE SIZE OF HOUSE TO 17' OFF R AD-a I,OC)D Z"ll 98R735 THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ANY CONTRACTOR, ANY SUB-CONTRACTOR, OR ANY OF THE CONTRACTOR'S OR SUB-CONTRACTOR'S AGENTS OR EMPLOYEES OR ANY PERSON PERFORMING THE WORK. NO RESPONSIBILITIES ARE ASSUMED FOR THE POSSIBLE EXISTENCE OF ANY SUB-SURFACE UTILITIES OR CONDITIONS NOT SHOWN HEREIN. NO WARRANTY IS MADE TO THE ACCURACY OF ANY CONDITIONS OR UTILITY LINES SHOWN ON THE PLANS. THE ARCHITECT ASSUMES NO RESPONSABILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT HAS NOT BEEN RETAINED FOR SITE SUPERVISION, INSPECTION OR ADMINISTRATION FOR THIS PROJECT. THE WORK SHALL CONFORM WITH ALL APPLICABLE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK STATE„ ALL STANDARDS, REQUIREMENTS, AND RECOMMENDATIONS OF OTHER PUBLIC OR PRIVATE AGENCIES HAVING JURISDICTION. ALL WORK SHALL CONFORM WITH INDUSTRY STANDARDS GENERALLY USED TO CONTROL AND GOVERN SUCH WORK. i BY ACCEPTANCE AND OR USE OF THESE DOCUMENTS -T O 1 0 AND PLANS, THE USER AGREES TO INDEMNIFY, HOLD HARMLESS, AND TO PROVIDE DEFENSE ON BEHALF OF / © � 7i�i a _„ �, t �,�r , - -�,�_j_ �� �� G� L �• THE ARCHITECT FROM ANY AND ALL CLAIMS AND 611 770-1,:-A ! ,� ��.{ ___ LITIGATION WHICH MAY RESULT FROM THE USE THEREOF. UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS PLAN IS A VIOLATION OF SECTION 7209 OF THE NEW F f r t-f _ i 0,3 N YORK STATE EDUCATION LAW. COPIES OF THE PLAN NOT BEARING THE to 2 t�.l PROFESSIONAL ARCHITECT'S INKED OR EMBOSSED SEAL, IS NOT A VALID OR TRUE COPY AND SHALL NOT x 4�?-rtril� BE USED. x t Q � r E=. -E� NO OVERSIGHT, ERROR, OR OMISSION ON THE PART (j A- r:: -r-v F-!��` OF THE ARCHITECT OR HIS REPRESENTATIVE SHALL LEGALIZE THE ERECTING, CONSTRUCTION, ALTERATION, REMOVAL, USE OR OCCUPANCY OF A STRUCTURE _pcs R Gt-� j E cam,; i Ftp �I THAT DOES NOT CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND OR THE BUILDING ZONE H.i ORDINANCES. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE I yc ICONSTRUED AS RELIEVING THE CONTRACTOR FROM ` I✓x-i cn -t- I N c. ® �.� �—� ��- � ,�r ; p THE ERECTION OF ALL WORK IN ACCORDANCE WITH ZI! i L� � � � � � �� L� r,4-� F....4 I �� ALL STATE AND OR LOCAL CODES. THE HOMEOWNER AND/OR THE CONTRACTOR IS v! �---"'" `-"""-'-•----�,�..,_ RESPONSIBLE FOR ALL REQUIRED PERMITS AND -y INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHITECT IS NOT RESPONSIBLE FOR 40 CERTIFYING ANY PART OF THE CONSTRUCTION FROM (�1 t-,..t e� 0E-""' t:-,- Xi WHICH WORK IS COMPLETED. i1 . i / f GENERAL NOTES IT 15 THE INTENTION OF THE DRAWING(5)TO PROVIDE FOR THE CONSTRUCTION TO A RESIDENCE, INCLUDING EVERY ITEM SHOWN OR REASONABLY IMPLIED OR REQUIRED TO COMPLETE THIS WORK. THE ARCHITECT ALLOWS ONE � STRUCTURE TO BE BUILT WITH THIS SET OF PLANS, WITH ONE en_y �2 _ . . BUILDING PERMIT. THE ARCHITECT SHALL NOT BE 2 RESPONSIBLE FOR ADDITIONAL STRUCTURE BUILT U51NG THESE PLANS �, til i: !• ✓ i'r.,�ll.N'', -------------- ALL CONSTRUCTION SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE2.Ul5 Z►aTf.2ti1A-TIvw1AL D 1;,£�j�bE�.ITr4L R� Gd E a� N.Y.S. ENERGY CONSERVATION AND CONSTRUCTION CODE AND ALL OTHER AGENCIES HAVING URISDICTION OVER THE WORK FOR THE PROJECT. THI5 SHALL NOT BE CONSTRUED TO MEAN THAT ANY HE DRAWINGS MAY BE r•s,, •,ri c 4. Fi�4"R _ C��;,.may�i�il)l. i� I°, ,��,� ,• Y CODE REQUIREMENTS OR BECAUSE T N THE REQUIREMENTS SET FORTH ON T _�--,_ _�,,,__._"-_____, .�_ _.._.___-__-,-��..._____.�-._,.__. .,,-.�..,.___________�..,•.._ MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN ALL THEY ARE NOT AL ,i,...,,• SPECIFICALLY REQUIRED BY CODE. ( " !IRr:.�f re;dT,J 0! i, .v 1 i�:_:: •,3��! i',,._'r t I YV i li. ")TATE. i" •�`f i PIES'• ' THE CONTRACTORS)SHALL BE HELD TO HAVE VISITED THE • r --- DIFFICULTIES HE MAY ,.�F vim, ^rrr'.•} ,r,C^ _. - l��'M 1 -� r rC°+Id"'!,i1\i,ie1,i ��° �� ty ENCOUNTER DURING CONSTRUCTION. __ _...M_._.. __,.,. P--.... _._ _.. ....._ _ HE MAY DETERMINE THE P ISN C ROOF CONST,JCTION NOTES SHINGLE SYSTEM f! CONDITIONS • •--� N_ - __ INSTALL NEW COATI RACTOR(5) SHALL F ELD VERIFY ALL CO NE 5 PART ASPHALT .P FIBERGLASS ROOF SH �� i VENT � _ W �� CONT I • COVERING OR EFFECTING THE STRUCTURAL WORK, OBTAIN 30# BUILDING FELT. - - --- DE PLYVC0D NGT REFER TO DRAWING A I _'`f i�z" EXTERIOR .,- L�'Y ALL DIMENSIONS TO INSURE THE PROPER STRE H F T --- - - - - FOR CONNECTION LS .._._. ..___ .._,_�..._ ._ .,________..______-__..._..__._______. DETAI _ 2- 2 XI0 RIDGE. . ' r,F,r ..__ ._...._......... ....__._..°._..... _ ---- STRUCTURAL WORK U �„ DO NOT SCALE THESE DRAWINGS. UTILIZE FIELD DIMENSIONS 2 X,5 ROOF RAFTERS @ 16" O/C CEILING JOISTS @ 16" O/C. -� 1� IN COORDINATION WITH PLAN DIMENSIONS.IE IE5 BOLTED TO ERS WITH ( ) 5/8 SIMILAR BOLTS, ED CONTRA SHORING, TC (TEMPORARY CE PERMANENT)_, - . ",_,,,.,-...,_,.,,,,m.,,.......___.,,. ,..._._...._.___.__....-......_.__..�...,..... r 2 L SK CONTRACTORS) SHALL PROVIDE ALL NECESSARY SUPPORT, AND THOU RI°rT .,,�i x.13 TYPICAL. - REQUIRED FOR THE SAFE AND PROPER CONSTRUCTION OF .�,., r, �, �.}.,_ __ ..,_, --• -� T LL THI5 PROJECT. E X I S F I N G I IF, IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS ` �'� WHICH DISAGREES WITH THAT INDICATED ON THESE PLANS, 1 GARAGE -- - WALL CONSTRUCTION NOTES t j THE CONTRACTOR(5)SHALL STOP WORK AND NOTIFY THE } ---- --- • EXISTING 2 X 4 STUDS C I G" O/C MAXIMUM-VERIFY IN FIELD, Ln -' ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE I INSTALL NEW AS REQUIRED, REPAIR, REPLACE ANY ROTTED OR AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL i DETERIORATED WOOD MtMBERS AS REQUIREDTYPICAL, . RESPONSIBILITY AND LIABILITY ARISING THEREFROM. I � � • BUILDING , REPAIR/REPLACE AS REQUIRED. 30# B • NEW WOOD SIDING SYST i • -M HOUSE .� TO MATCH F�CISTING _ ,{ REQUIRED.REQUIRED PERMITS. URVEYS AND REPORTS ETC. A5 THE TOR(5)SHALL OBTAIN AND PAY FOR ALL ! i TESTS. P S S EXISTING S L A B COORDINATE WITH OWNF}S, TYPICAL C P\A D E a ALL STORM WATER FROM ROOF TO BE DISPOSED OF IN THE .__ ..�. S ---F�— PROPER MANNER AS REQUIRED BY LOCAL CODES. i , (�y� I I ALL MATERIALS INCORPORATED IN THE WORK SHALL BE NEW, � l l�,�1,, u ��'V y 0 � EXCEPT AS NOTED. ALL MATERIALS TO BE INSTALLED AS PER K f' li I � IL d V L i MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR(5) SHALL MAKE ARRANGEMENTS WITH THE d r€R-"OUT � 1 OWNER TO DESIGN, PROVIDE AND INSTALL ALL MECHANICAL b T ' WORK, ELECTRICAL WORK AND FIXTURES, ALL PLUMBING 4� cncl FDP r � �/ WORK AND FIXTURES, ALL SITE WORK AND IMPROVEMENTS, i AND ALL MATERIALS AND FINISHES WHICH ARE NOT OTHERWISE INDICATED ON THE DRAWINGS; AND AS REQUIRED BY APPLICABLE CODES AND THE OWNER'S _ REQUIREMENTS. ' ALL ELECTRICAL WORK TO CONFORM TO ALL LOCAL CODES, THE Js4TECAATr-ALEL&,CODE AND THE UNDERWRITERS a LABRATOKY REQUIREMENTS. ALL WIRING TO BE COPPER. N GS TO REST ON VARGIN SOI AT 1�2 TONS/S.F. ALL OOT CEO LEE L V&7 0 G M — ml &A — �4u — I i_oii � � ALL CONCRETE MINIMUM COMPRESSIVE STRENGTH SHALL Limm ��}�� — I �-oii COMPLY WITH?NE 2.01S ZRc tZEQ012E)4E4W SEE DRAWING A-I FOR REQUIREMENTS i ALL STEEL TO BE DOMESTIC ASTM A3G PAINTED, F[3=22,000 REF - R TO 1�.A`r's1h �� A FOR � LLV' T 1 O1''i 1I0 , ' c, r - P.S.I. MINIMUM. s ALL LUMBER SHALL BE DOUGLAS FIR, HEM FIR OR WESTERN HEMLOCK, 51ZE AND SPACING AS PER PIANS, F13=850 M 21-4`\'1 MINIMUM. X I s 3 11'I cj v- i F SMOKE DETECTORS AND OTHER FIRE SAFETY EQUIPMENT 5HALL BE INSTALLED AS REQUIRED BY ALL APPLICABLE e • CODES. (1-0 18 - 4 ± G-O � 7 I NO. DATE REMARKS __.__ _.�_.• .-_.__ �_ -_-. .__.___.,__.-_tl„_.__. �_ __Y--- ___. __ .__ REVISIONS _ 2 -2x8 __.. I neo EST J. C H IE R NAC K EI RST FLOOR PLAN NOTES W D H I D R `� AG�C��Ip mcr P.C. 2 432 I - 5 9 I x I 2 4--5 2 1 W D H • RESIDENTIAL 12 FENIMORE LANE EX IST-1 N G 0 HUNTINGTON, N.Y. 1 1743 O EXISTING 2 X 4 MINIMUM STUDS @ 16” O/C MAXIMUM – � � • COMMERCIAL PHONE: 63 I - 368 - 4993 , VERIFY IN FIELD, INSTALL NEW AS REQUIRED. 2. EXISTING ROOF TO BE REMOVED – INSTALL NEW 1 I � - I FAX:- G31 -3G5-9043 ITECT@ GA RA C E � �� II I L>J • INDUSTRIAL RJCARCHITECT@HOTMAiL.coM O CONTINUOUS 2 X 4 TOP/ LEVELING PLATE(S) AND INSTALL _`t w ( I I I I z: 1 1 NEW ROOF RAFTERS, TO ALL 2015 IRC REQUIREMENTS, TYPICAL. 1 > r. I 11 E lel 2 I O R I D G E �'` 1 J. sV N 1 3. ., REMOVE EXISTING GARAGE DOOR(S) — INSTALL NEW DOOR(S) �� IN EXISTING OR MODIFIED OPENINGS. u O INSTALL NEW WINDOW (OR DOOR) OPENING IN EXISTING >< r r� c WALL, IN NEW FRAMED OPENING, INSTALL NEW HEADER AS LL! W D �{ I I I �` OO .I k !I SHOWN ON PLAN. INSTALL ALL STRAPPING, NAILING, ETC. TO 2432 L"I r ' 0 i WDM ALL CODE REQUIREMENTS, TYPICAL. "- 432 I PROPOSED GARAGE 5O NEW 3 X 8 MINIMUM COLLAR TIES AT 5'-0" O/C MAXIMUM — 8 Ld y INSTALL_ ADDITIONAL RAFTERS, ETC. TO PROVIDE ALL TIES @ `� C44�,-,` REPA�-RS TOIThE: 5'-0" O/C A5 REQUIRED. THRU BOLT TIES TO RAFTERS WITH '� x 2 — 5/6" DIAMETER BOLTS, TYPICAL. H DR59 O6. EXISTING WINDOW (OR DOOR) TO BE REMOVED — PATCH, "' ` � � w ��W.....v '� _ __ ____. ___, _ _ M C D O WE LL RES 1 D E N C E SEAL OPENING TO MATCH EXISTING. 8°x 7� DO OF't5 � 7. INSTALL NEW APPROVED CORNER SHEAR WALL HOLD DOWN O CONNECTORS AT ALL 4 EXISTING CORNERS AND AT ALL NEW T IO 180 STROHSON RD I OR EXISTING GARAGE DOOR OPENINGS. �„ ` CUTCHOGUE, N.Y. `0 1 OrL 10— 2"1 - 8. EXISTING 2 — 2 X 10 HEADER MINIMUM — VERIFY IN FIELD. __-... ____..____. ..______—__ + ..�.______.__.____ _ } _. __ 6- .__..— ------ FIRST FLOOR PLAN, REAR ELEVATION, O INSTALL NEW 2 — 9 1/2;" LVL HEADER ON 2 JACK STUDS AND SECTION 2 KING 5TUD5 MINIMUM —TYPICAL. _ DATE DRAWING NO. 9. EX15TING GARAGE APRON —ALTER/ REPAIR/ REPLACE AS REQUIRED. COORDINATE ALL WORK WITH OWNERS, TYPICAL. 10. NEW 70 HIGH X 80 WIDE INSWING FRENCH DOORS (OR SCALE SIDING) DOORS IN EXISTING NEW OPENINGS. u I i—On ILOG 4 L&M D IA...`t-N. `7 i Of 3 r CONT. NO. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ANY CONTRACTOR, ANY SUB-CONTRACTOR, OR ANY OF THE CONTRACTOR'S OR SUB-CONTRACTOR'S AGENTS OR EMPLOYEES OR ANY PERSON PERFORMING THE WORK. NO RESPONSIBILITIES ARE ASSUMED FOR THE POSSIBLE EXISTENCE OF ANY SUB-SURFACE UTILITIES OR CONDITIONS NOT SHOWN HEREIN. NO WARRANTY IS MADE TO THE ACCURACY OF ANY CONDITIONS OR -� �- UTILITY LINES SHOWN ON THE PLANS. THE ARCHITECT ASSUMES NO RE5PON5ABILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT HAS NOT BEEN RETAINED FOR SITE SUPERVISION, INSPECTION OR ADMINISTRATION FOR THI5 PROJECT. 77 THE WORK SHALL CONFORM WITH ALL APPLICABLE REQUIREMENTS OF THE 20151r�7�2r,c'r�vNaL L STANDAR REQUIREMENTS, AND RECOMMENDATIONS OF OTHER - — --------- - -- --- -------- - - PUBLIC OR PRIVATE AGENCIES HAVING JURISDICTION. ,,,�' - __.,_- - __ �,....,...._.....,..._............._...___ _......-.u....__a_.._..,.,..,._,....,..�._.,�.,.....__ ._.... ALL WORK SHALL CONFORM WITH INDUSTRY STANDARDS GENERALLY USED TO CONTROL AND GOVERN SUCH WORK. BY ACCEPTANCE AND OR U5E OF THE5E DOCUMENTS •: _____ -_._. .�......._ ._„_a_____. ... ..,...h _....___'_ ” . :a::: -' "" ""`"" m - _m� _ M_w_ ...__.,..µ ___._ _ _ _. _._..___.:, AND PLANS, THE USER AGREES TO INDEMNIFY, HOLD "s `•�� _ _ _ .- .m_ ._.. ._._.,..`._.. ., . -.._.._�....... , ..._._... ,_ .. �.�._. _... ___._ _ _.._.. HARMLESS, AND TO PROVIDE DEFENSE ON BEHALF OF _ EARCHITECT FROM ANY AND ALL CLAIMS AND LITIGATION WHICH MAY RESULT FROM THE U5E Ft THEREOF. �o UNAUTHORIZED ALTERATION OR ADDITIONS TO THI5 _ 1 1 PLAN 1A VIOLATION O 5EC ION 7209 OF THE NEW YORK5 0 COPIES OF THE PLAN NOT BEARING THE PROFESSIONAL ARCHITECT'S INKED OR EMBOSSED 5EAL, IS NOT A VALID OR TRUE COPY AND SHALL NOT BE USED. NO OVERSIGHT, ERROR, OR OMISSION ON THE PART G RA D ` I r w OF THE ARCHITECT OR H15 REPRESENTATIVE 5HALL LEGALIZE THE ERECTING, CONSTRUCTION, ALTERATION, REMOVAL, USE OR OCCUPANCY OF A STRUCTURE THAT DOE5 NOT CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND OR THE BUILDING ZONE ORDINANCES. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED A5 RELIEVING THE CONTRACTOR FROM THE ERECTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL CODES. THE HOMEOWNER AND/OR THE CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED PERMITS AND INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHITECT 15 NOT RESPONSIBLE FOR CERTIFYING ANY PART OF THE CONSTRUCTION FROM WHICH WORK 15 COMPLETED. L v IV4 11 1 1-011 rmLLE.-V&70GH NO. DATE REMARKS REV1510N5 RO o IERT J. CHERNQCK ELEVATION NOTES QRMT C T, P.C. • RESIDENTIAL 12 FENIMORE LANE lO NEW CONTINUOUS RIDGE VENT. HUNTINGTON, N.Y. 1 1 743 • COMMERCIAL PHONE: G3 I - 3G8 - 4993 2O. NEW PRE — FABRICATED CUPOLA — STRAP ALL FAX: G3 1 -3G8-9043 r� • INDUSTRIAL RJCARCHITECT GMAIL.COM ' --- CORNERS TO RAFTERS. 3O NEW "5 PART" ASPHALT OR FIBERGLASS ROOF ` 5HINGLE SYSTEM. COORDINATE MAKE, MODEL, �,C J• y "'r - -�---- -- f �, COLOR, ETC, WITH OWNERS, TYPICAL. 4. NEW CONTINUOUS PVC OR VINYL CROWN MOLDING ON CONTINUOUS I X G AZEK RAKE BOARD AND 5/4 X ----------- 10 TRIM BOARD AND I X 12 SOLID SOFFITS AT 12" y ,3 FLYING GABLE END, TYPICAL. REMOVE EX15TING WOOD SIDING, REPAIR/ REPLACE PROPOSED GARAGE NO _Y_ EXISTING SHEATHING AS REQUIRED - INSTALL NEW - E-11 WOOD SIDING SYSTEM TO MATCH EXISTING HOUSE, REPAIRS TO THE: ON NEW 30# BUILDING FELT. ONEW 5/4" X G" AZEK TRIM WITH ARCHED TRIM CAP McDOWELL RE51 DENCE AND SOLID AZEK FIELD, AZEK MOLDING WITHIN TRIM CAP. COORDINATE ALL MATERIALS, DETAILS, DESIGN, 777 GRADE ,�_ COLORS, FINISHES, ETC. WITH OWNERS, TYPICAL. 7O. NEW DECORATIVE EXTERIOR WALL LIGHTS. 180 5TROH50N RDCUTCHOGUE, N.Y. ORIGINAL � I. j N 8O NEW CONTINUOUS ALUMINUM GUTTERS AND LEADERS LEFT ELEVATION, FRONT ELEVATION, TO PLASTIC 5PLA5H BLOCKS. RIGHT ELEVATION ONEW CONTINUOUS VENTED VINYL BEADED SOFFIT, DATE DRAWING NO. TYPICAL. O0 NEW CONTINUOUS 5/4 X G AZEK BASE MOLDING. SCALE r r p Q S Tr-',\ O r-1 S O N ROAD V I L V,11Y4�� _ �_o„ D f�JN 0 f CONT. NO. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 14. ALL PRE- MANUFACTURED LUMBER SHALL BE INSTALLED AS PER MANUFACTURES STANDARD CONNECTOR DETAILS SUBJECT TO DAMAGE FROM CODE COMPLIANCE NOTE5 RECOMMENDATIONS AND SPECIFICATIONS, AND DETAILS, TYPICAL. 2015 IRC N.Y.S. RESIDENTIAL BUILDING CODE GROUND WIND SEISMIC INTER ICE SHIELD FLOOD 1 . ALL CONTRACTORS INVOLVED WITH THIS PROJECT SHALL OWN (OR HAVE READILY AVAILABLE) AND 15. " SIMPSON` TYPE CONNECTORS SHALL BE USED FOR ALL FLUSH STRUCTURAL LOAD CARRYING COMPLIANCE NOTES SNOW SPEED DESIGN DESIGN UNDERLAYMENT HAZARDS FAMILIARIZE THEMSELVES WITH THE CURRENT 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW CONDITIONS. (OK APPROVED EQUAL) I G. SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPE 5 I. ALL NEW STAIRWAYS SHALL COMPLY WITH SECTION F N 1 I I LOA® (MPH) CATEGORY WEATHERING FRONT LINE TERMITE DECAY TEMP. REQUIRED YORK STATE. OF THE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW DEPTH AND SHALL PENETRATE WOOD NOT LE55 THAN 5/8 INCH AND BE NO MORE THAN 12 INCHES ON YORK STATE, FOR STAIRS AND HANDRAILS AND SECTION ` .° CENTER. IF NAIL5 ARE TO BE USED, NAIL5 SHALL BE .084 DIAMETER, 1 -5/8" LONG, WITH 19/64" 8303 FOR STAIRWAY ILLUMINATION, WHICH SHALL BE ° ° ° ° � GENERAL NOTES AND SPECIFICATIONS e 20 Ib I I 0 "B" SERVERS 3G" MODERATE SLIGHT TO 1 1 ° REQUIRED 51TE HEAD AND SHALL BE DOUBLE NAILED, WITH NAIL5 BETWEEN 2 AND 2-1/2" APART AND NO MORE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CODE ° I . THESE NOTES SHALL APPLY'TO THE GENERAL CONTRACTOR, EACH 5UB-CONTRACTOR AND THE OWNER'S THAN 12' O.C. SECTIONS. mph TO HEAVY MODERATE SPECIFIC OWN FORCES. EACH CONTRACTOR SHALL VISIT, STUDY, AND FAMILIARIZE HIMSELF WITH THE 51TE AND FF 17. TYPE "X" GYPSUM BOARD FOR GARAGE CEILINGS BENEATH ALL ADJOINING HABITABLE SPACE 2• ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE 8310.2.1 .1 INTERNAL PRESSURE. WINDOWS IN BUIDLINGS WITH ALL DIMENSIONS, CONDITIONS, TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODE • LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL HAVE RAFTER TO RAFTER COOPERATE AND COORDINATE HI5 WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. „ SECTIONS. GLAZED OPEING PROTECTED FROM WIND BORNE DEBRIS OR THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRIES TO DETERMINE MAXIMUM 6 O.C. BY I -7/8 GD COATED NAILS OR EQUIVALENT DRYWALL SCREWS. THE BUILDING SHALL BE DESIGNED AS A PARTIALLY 4" X 20 GAGE STEEL STRAP EVERY AIR LEAKAGE 3. ANY NEW MECHANICAL SYSTEMS SHALL INSTALLED IN ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING RAFTER CONDITIONS AND FIELD CONSTRUCTION CRITERIA PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO ACCORDANCE WITH APPLYING CHAPTER(5)OF THE 2015 CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION ADDITIONAL CLAIMS REGARDING THE SITE CONDITIONS THEREAFTER. THE CONTRACTOR'S, OWNER'S 1 . ALL EXTERIOR DOORS AND WINDOWS SHALL BE INSULATED AND DESIGNED TO LIMIT AIRIRC.THE MINIMUM INSTALLATION THICKNESS FOR HVAC FOR ALTERNATE:2XG COLLAR TIES WIND-BORNE DEBRIS SHALL MEET THE REQUIRMENTS @ 1 6" O/C AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE OF THE TERMS SPECIFIED LEAKAGE INTO OR OUT OF THE BUILDING ENVELOPE. sECT10NS.FO13E IN R nor ACCORDANCE �R PlPeswlrH ALL APPLICABLE TRUSS/RAFTER TO TOP OF THE LARGE M155LE TEST OF ASTM E 1996 AND OF MAXIMUM MAY BE SUBSTITUTED FOR HEREIN, AND SHALL BE INCORPERATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND ASTM E 1856 REFERENCED THEREIN. RIDGE CONNECTORS, IF PERMITTED BY CONTRACTOR. 2. EXTERIOR JOINTS AROUND WINDOWS AND OR DOOR FRAMES, OPENINGS BETWEEN WALLS AND TYPICAL RAFTS TO TOP PLATE 51MP50N MTS 1 2 OR WOOD STRUCTURAL PANELS WITH A MINIMUM 2. ARCHITECT AND/OR HI5 ENGINEER OR ASSISTANTS ARE NOT HIRED FOR SUPERVISION, OBSERVATIONS, ROOF/CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY 4. ANY NEW ELECTRICAL EQUIPMENT AND WIRING SHALL BE THICKNESS OF Z' 0 1.1 MM) AND A MAXIMUM SPAN OF 8 LOCAL AUTHORITIES TYPICAL. INSTALLED IN ACCORDANCE WITH APPLYING CHAPTER(5) USPRT20 WHERE RAFTERS AN 16 INSPECTION, OR ADN41NISTRATION OF THIS CONSTRUCTION PROJECT IN ANY CAPACITY. SERVICES THROUGH WALLS, FLOORS AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE OF THE 2015 IRC AND 2015 INTERNATIONAL ELECTRIC PLATE / STUD FEET PROTECTION MM)SHALL BE PERMITTED FOR OFFING 3. DO NOT SCALE DRAWINGS, WRITTEN DIMEN51ON5 5UPERCEDE SCALED DIMEN5ION5 AND ARE SUBJECT TO BUILDING ENVELOPE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED, OR OTHERWISE CODE. STUDS DO NOT ALIGN (USE PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS ROOF/CEILING CONSRUCTION SEALED. 51 MPSON h7Z, MTS30, OR SHALL BE PRE-CUT TO COVER THE GLAZED OPENING WITH REVISIONS AS PER ACTUAL FEILD CONDITIONS. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY 5. ALL WALL,AND CEILING FINISHES SHALL HAVE A FLAME WITH DET. 2). (9)8d NAILS TO ATTACHMENT HARDWARE PROVIDED IN ACCORDANCE WITH 5 PART FIBERGLASS A5PHALT ROOF CONTRACTORS PRIOR TO COMMENCING CONSTRUCTION AND PRIOR TO ORDERING MATERIALS 3. FOR ALL ONE AND TWO FAMILY DWELLINGS, MAIN ENTRANCE DOORS SHALL BE INSULATED SPREAD CLA551FICATION OF NOT GREATER THAN 200 EQUAL CONNECTOR AT TABLE R3 10.2.1.2 OR SHALL BE DESIGNED TO RESIST THE SHINGLES 5Y5TEM (CONTRACTORS' SITE VISIT 15 MANDATORY). ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT STEEL DOORS WITH INSULATED GLASS. WITH A SMOKE DEVELOPED INDEX OF NOT GREATER THAN RAFTERS (4)8d NAILS TO COMPONENTS AND CLADDING LOADS DETERMINED IN �" CDX PLYWOOD NAILED TO CODE PRIOR TO PROCEEDING WITH WORK. 4. RESIDENTIAL FIREPLACE UNITS SHALL HAVE MINIMAL INFILTRATION LOSSES WITH THE DAMPER 450 IN ACCORDANCE WITH ALL APPLICABLE CODE EACH STU D/PLATE/RAFTER. SECTIONS INSULATION SHALL HAVE A FLAME INDEX OF NO ACCORDANCE WITH THE PROVISIONS OF THE BUIDLING 2 4. ARCHITECT NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE IN THE CLOSED POSITION. FIREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE OR PLATE CODE OF NEW YORK STATE, 30LB FELT PAPER GREATER THAN 25 WITH A SMOKE DEVELOPED INDEX OF H 7Z NAILING:(4) 8d TO RAFTEK5 (5EE PLANS FOR 51ZE5) ARCHITECT AND OWNER. COMBUSTION AIR DUCTED FROM THE OUTDOORS, OF SUFFICIENT QUANTITY TO SUPPORT NO GREATER E CODES 50 INNS. INACCORDANCE WALL COVERING RAFTERS 8 8d TO STUDS 5. CONTRACTOR TO VERIFY THE ADEQUACY OF THE EX15TING ELECTRIC POWER FOR THE INTENDED NEW USE COMBUSTION. TH15 SOURCE SHALL BE EQUIPPED WITH A DAMPER CAPABLE OF BEING FULLY SHALLAB INSTALLED IN ACCORDANCE WITH CODE ( ) BATT INSULATION (SEE PLANS) AND PROVIDE PRICE FOR_ ADDITIONAL POWER, IF IT 15 FOUND TO BE NECESSARY TO COMPLETE THE CLOSED. SECTIO13ENS, AND EXTERIOR WALL COVERING SHALL BE IN (2)8d TO PLATES. (8) 8d TO 7 NOTE: IF ROOF PITCH IS GREATER PROVIDE A MINIMUM 2" SPACE FOR REQUIRED WORK. 5. ALL WINDOWS TO BE ANDERSEN 400 SERIES(U.O.N.) WITH INSULATED GLA55 AND SCREENS OR ACCORDANCE WITH SECTIONS APPLICABLE STUDSNAILING AS PER THAN 7 IN 12 - HOUSE FRAMING 15 VENTILATION OF INSULATION G. DESIGN CRITERIA- THESE DOCUMENTS HAVE BEEN DE51GNED TO BE IN ACCORDANCE WITH THE 2015 EQUAL TYPES AND SIZES AS INDICATED ON DRAWINGS WITH MAXIMUM "U" VALUE OF .33 FOR CONSIDERED AN ADITIONAL STORY IN INTERNATIONAL RESIDENTIAL CODE. G. ALL DRILLING AND NOTCHING LIMITATIONS SHALL BE AS CEILING JOISTS (SEE PLANS FOR SIZES) GLAZED DOORS. WINDOWS AND GLAZED DOORS SHALL BE RATED TO WITHSTAND A MINIMUM MANUFACTURERS HEIGHT I„ 7. NOTHING ON THESE DPXWINGS SHALL BE CONSTRUED AS MODIFYING IN ANYWAY THE CONTRACT SET FORTH IN SECTIONS APPLICABLE. STUDS- 25 2 GYPSUM WALL BOARD,TAPED BETWEEN OWNER AND CONTRACTOR OR THE CONTRACTOR AND SUB-CONTRACTORS. DESIGN PRESSURE FOR LOCATION, TYPE, ETC. TO ALL CODE REQUIREMENTS, TYPICAL. MAXIMUM PER STUD WIDTH. SPECIFICATIONS, TYPICAL. A THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING G. PROVIDE MINIMUM 6" (U.O.N.) FULL THICK INSULATION IN CEILINGS AND UNHEATED SPACES FROM ROOF EDGE TO BELOW, AND IN CANTILEVERED FLOOR AREAS. SEE PLANS FOR SIZES. 7. EXISTING HEATING SYSTEM SHALL BE MODIFIED, 2-0 MIN. UP FROM INSIDE THE CONSTRUCTION PHASE OF THE PROJECT, WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE TAKEN 2 2'-0" MIN. V.I.F. RAFTERS TO TOP PLATE 7. ALL INSULATION THAT I5 CAPABLE OF ABSORBING WATER SHALL BE PROTECTED BY A VAPOR UPGRADED OR REPLACED As REQUIRED TO MAINTAIN A ON THE PART OF THE CONTRACTOR, SUB-CONTRACTORS, OR THE ARCHITECT. ANY AND ALL COSTS 70°F MINIMUM INTERIOR TEMPERATURE AT 0°F MAXIMUM 0 o FACE OF WALL BELOW TO STUDS RELATED TO THE ADITIOfdAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER, INCLUDING THE BARRIER LOCATED ON THE WINTER WARM 51DE OF THE INSULATION. EXTERIOR TEMPERATURE ATA 15 M.P.H. MINIMUM WIND, 12" MINIMUM INSTALL ICE AND WATER ADDITIONAL SERVICES QF:ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, B.INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION HEATING CONTRACTOR SHALL DETERMINE IF EXISTING BEARING ONTO SIMPSON STRONG TIE H7Z AT PLATE LINES, SILL LINES AND CORNERS. SYSTEM 15 CAPABLE OF HANDLING ADDITIONAL LOADS. STUDS, TYPICAL. SHIELD MEMBRANE OR EQUAL PLACED AT EACH RAFTER TO EXTERMINATION, BORINGS, UNDERPINNING, 51TE DRAINAGE, ADDITIONAL CON5ULATION5, SITE VISITS, TOP PLATE TO STUD WHERE STUDS AND CERTIFICATION LETTERS, AMENDMENTS, AS BUILT DRAWINGS, ETC. LI FE SAFETY 8. ALL FIRE BLOCKING SHALL BE IN ACCORDANCE WITH ALL 8. IN ACCORDANCE WITH STATE AND LOCAL CODES, THE REQUIRED EXITS IN THE EXISTING BUILDING MUST BE APPLICABLE CODE SECTIONS. RAFTERS ALIGN KEPT CLEAR, MAINTAINED, AND PROTECTED.. I . SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING USE ONLY o FLOOR TO FLOOR 9. ALL WORK AND INTAIN /.L OF THIS PROJECT AND ADJACENT SURFACES SHALL BE PROTECTED FROM LOCATIONS: IN EACH SLEEPING ROOM, OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE 9. ALL EXISTING HOUSE CONSTRUCTION, INCLUDING ALL WHERE STUDS a VICINITY OF THE BEDROOMS, ON EACH STORY OF THE DWELLING; INCLUDING BASEMENTS AND EXISTING MATERIAL.5,ASSEMBLIES, CONDITIONS, AND RAFTERS o 51MP50N MSTA 3G STRAP TOP PLATE TO STUDS DAMAGE INCLUDING LA\NIN5 AND SHRUBS IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL CELLARS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE DIME (V1.IO.F)PRIOR 1ZE5. 5 ACING, ETC.SHALL REERTOIFIED I IMMEDIATELY MAKE ALLREPAIK5 AND REPLACEMENTS NECE55ARYTO AREAS DAMAGED DUE TO NEW DO NOT ALIGN. OR BETTER, TIE AT EACH 51MP50N STRONG TIE H7Z OR CONSTRUCTION SHALL EE RESTORED TO THE ORIGINAL CONDITION, THE APPROVAL OF THE OWNER AND AT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE DWELLING. As A GUIDE To MINIMUM EX15TING J015T5,AND STUDS, EQUAL PLACED EACH STUD WHERE NO ADDITION COST TO fHE OWNER. ELECTRICAL 51ZES AND SPACING AND ASSUMED DIRECTION AND _STUD TO TOP PLATE STUD. ALTERNATE: CS I G BEARING. INSTALL NEW STUDS, POST$,JOISTS, HEADERS, �� SEE PLANS RAFTERS AND STUDS ARE NOT IN 10. CONTRACTOR TO PROJECT ALL AREAS OF WORK FROM INCLEMENT WEATHER DURING, AND AT THE END OF ETC.AS REQUIRED 70 PROVIDE COMPLETE I . ALL NEW ELECTRICAL WORK SHALL BE PERFORMED BY A DULY LICENSED ELECTRICIAN AND BE IN CONSTRUCTION - FOR ALL NEW WORK AND TO COMPLY GA. COIL. 30 MINIMUM. ALIGNMENT ONLY ALONG WITH H8 RAFTER DAILY WORK OPERATION. MAINTAIN PROJECT WEATHER TIGHT AND VANDAL RESISTANT. 51 MPSON HIS CONNECTOR USE ( 18) 1 Od NAILS TOTAL TO PLATE. (FIKE5TOPPING AS PER CODE) 1 1 . THE GENERAL CONTRACTOR SHALL ENFORCE STRICT D15CIPLINE AND GOOD ORDER AMONG THE STRICT CONFORMANCE TO THE INTERNATIONAL ELECTRIC CODE, AND ALL OTHER APPLICABLE WITH ALL RESIDENTIAL CODE OF NEW YORK STATE AT EACH STUD USE WITH RULES AND ORDINANCE5.ONE DUPLEX OUTLET SHALL BE INSTALLED ON EACH WALL,BUT NOT LE55 REQUIREMENTS,TYPICAL. SUB-CONTRACTORS, EMPLOYEES, AND OTHER PERSONS CARRYING OUT THE CONTRACT. ALL 12" MINIMUM CONTRACTORS SHALL NDT PERMIT EMPLOYMENT OF A PERSON OR PERSONS NOT SKILLED IN THE TASKS THAN 6'-0" O/C. BATHROOMS AND ALL WET AREAS SHALL RECEIVE GROUND FAULT INTERUPT 10 FIELD MEASURE,AND REVIEW OF EXISTING HOUSE WERE DETAIL G OR 9.1-18 NAILING: BEARING ONTO WALL CONSTRUCTION ASSIGNED TO THEM. OUTLETS. LOCATION AND TYPE OF WALL 5WITCHE5 AND LIGHT FIXTURES SHALL BE VERIFIED WITH TAKEN BY TH15 OFFICE. 8 12. ALL PROJECT WASTE MATERIAL AND RUBBISH TO BE DISPOSED IN CONTAINERS PROVIDED BY THE THE OWNER. SMOKE DETECTORS WITH BATTERY BACKUP SHALL BE SUPPLIED AND INSTALLED V.I.F. -VERIFY IN FIELD-50 THE CONTRACTOR 15 AWARE (8) 8d TO PLATES, STUD. SIDING (SEE PLANS) CONTRACTOR FOR 5U55EQUENT LEGAL OFF-SITE DISPOSAL. CONTAINER LOCATION TO BE COORDINATED IN EACH BEDROOM AND IN THE BASEMENT AND IN ANY OTHER LOCATION REQUIRED BY CODE TO DOUBLE CHECK ALL EXISTING DIMENSIONS,AND (8) 8d TO STUDS FOAM BOARD (IF APPLICABLE, SEE PLANS) WITH THE OWNER OFF-5TE DISPOSAL TO BE ON A REGULAR BASIS. AND SHALL BE 50 WIRED THAT ANY ONE HEAD ACTIVATED WILL CAUSE ALL HEADS TO SOUND. CONDITIONS,AND TO VERIFY PLANS ARE ACCURATE. PLUM5ING1 1. ALL NEW HOUSE CONSTRUCTION SHALL COMPLY FULLY TYVEK VAPOR BARRIER OR EQUAL WITH THE 2015 IRC. 3 CONCRETE 1 . ALL PLUMBING WORK SHALL BE PERFORMED RMED BY DULY LICENSED PLUMBERS AND SHALL BE NOTE: THIS PROJECT IS IN THE HIGH WIND BOURNE DEBRIS CDX PLYWOOD - NAILED TO CODE 2 1 . ALL CONCRETE WORK 5FIALL COMPLY WITH ALL 2015 IRC REQUIREMENTS, MINIMUM PERFORMED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES. ALL NEW AREA AND COMPLIES WITH RCNY5 SECTION 301.2. 1 .2 AND SEE ACTUAL FRAMING DETAILS ON BATT INSULATION (SEE PLANS) COMPRE551VE 5TRENGTt OF CONCRETE SHALL BE AS FOLLOWS: SECTION RRG13. ARCHITECTURAL SECTION, TYPICAL. WOOD STUDS @ 1.G" O/C (SEE PLANS FOR FIXTURES SHALL BE TIED INTO EXISTING SANITARY WASTE LINES. SIZES) BASEMENT SLABS AND NTEKIOK SLABS ON GRADE EXCEPT GARAGE FLOOR SLABS 2500E ASPHALT. ROOF SHINGLE IJOTES THESE PLANS ARE AN INSTRUMENT OF SERVICE AND OK THE BASEMENT WALLS, Fn!"'ID^,T ION WALLS, EXTERIOR WALLS AND OTHER VERTICAL I AVE SELF SEAL STRIPS OR BE INTERLOCKING, A PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL NOT I" GYPSUMASOTOM D225 O ND COMPLY WITH HAVE CONTROL OR CHARGE AND SHALL NOT BE WALL BOARD CONCRETE WORK E CPOSEG TO WEATHER 3000d S SHALL H G 2 CARPORT 51`',55 AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3500d R D34G2. RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PORCHES, 2. FASTENERS OR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS, ALUMINUM OR DEVIATIONS, TECHNIQUES, SEQUENCES OR PROCEDURES, COPPER ROOFING NAILS. MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8" DIAMETER HEAD. OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN INSTALL STRAPPING FLOOR TO FLOOR A. AT 28 DAYS P.S.L. OF LENGTH TO PENETRATE THROUGH I r1E ROOFING MATERIALS AND 3/4" MINIMUM INTO OMISSIONCONNECTIS OF NS THE CONTRACTOR, SUBCONTRACTORS OR AT CRIITH THE WORK, FOP,THE ACTS OR PPLE STUDS STUD TO RIM J 01ST B. CONCRETE SHALL BE ENT RAINED IN ACCORDANCE WITH FOOTNOTE D AND ALL JACK AND SIMPSON STRONG TIE M5TA3G STRAP C. CONCRETE SHALL BE l"; ENTRAINED, TOTAL CONTENT SHALL NOT BE LE55 THAN 5 PERCENT NO SHEATHING. ANY OTHER PERSONS PERFORMING ANY ACT OF THE WORK, KING STUDS SI MP50N LSTA 3G OR SEE STANDARD CONNECTOR DETAIL#7 MORE THAN 7 PERCENT 3. ROOF SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN D. MINIMUM CEMENT CONTENT SHALL BE IN ACCORDANCE WITH CODE SECTION 8402.2 OF THE MANUFACTURER. ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS HEADER TO STUD BETTER. STRAP AT EACH RCNY5 USE DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SECOND FLOOR FLOOR CONSTRUCTION 2. BASED ON A GROUP 1501E CLASSIFICATION ALL FOOTINGS TO BEAR ON VIRGIN SOIL HAVING A MINIMUM 4. FOR NORMAL APPLICATION, ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT SCALED. ROBERT J. CHERNACK ARCHITECT P.C. AND ITS SIMPSON STUD, WRAP UNDER MUD BEARING CAPACITY OF 35000 POUNDS/S.F. (I -TONS) AND IN ALL CASES SHALL BE A MINIMUM OF 3' -0" LE55 THAN SIX FASTENERS PER STRIP SHINGLE OR TWO FA5TENER5 PER INDIVIDUAL SHINGLE. PRINCIPLE/EMPLOYEES WERE NOT RETAINED FOR ANY 5U5-FLOOR (FINISH AS PER OWNER) BELOW GRADE. 5. CONTINUOUS ICE AND WATER SHIELD MEMBRANE SHALL BE PROVIDED FROM ALL EAVE5 EDGE CONSTRUCTION SUPERVISION. SILL , AND NAIL. GLUED AND NAILED TO CODE. 3. ALL SLABS TO HAVE 5Ti'EL TROWEL FINISH. „ 811 HEADER LSTA 18 WITH TO A POINT AT LEAST 24 INSIDE THE EXTERIOR WALL LINE OF BUILDING. 3.. 4. PROVIDE SHEET METAL PLASHING WHERE CONCRETE SLABS ABUT WOOD CONSTRUCTION. FLASHING SHALL ALT. CS 20 GA. COIL, 3611 TOUNGE AND GROOVE PLYWOOD CODE ANALYSIS ( I O) I Od NAILS TOTAL MINIMUM. USE ( I 9) I Od FLOOR JOISTS @ I G" O/C (SEE PLANS) ABOVE TOPOOF SLAB FkGE OF FOUNDATION WALL ACROSS TOP OF FOUNDATION WALL, AND UP AT LEAST 4° DESIGN LOADS 10" HEADER LSTA 21 WITH 5. WOOD SILL PLATES TO EE FASTENED TO FOUNDATIONS WITH ANCHOR BOLTS SPACED A MAXIMUM OF 46" OCCUPANCY: NAILS TOTAL BATT INSULATION SEE PLANS O.C. FOR ONE STORY F'.AMING AND 23" O.C. FOR TWO STORY FRAMING AND 15" O.C. FOR THREE STORY RESIDENTIAL SINGLE FAMILY ROOMS OTHER THAN SLEEPING ROOMS 40 PSF ( 1 2) 1 Od NAILS TOTAL SILL PLATE TO STUDS FRAMING BOLTS SHALL3E LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION. BOLTS SLEEPING KOOM5 40 PSF* 211 HEADER LSTA 2 I WITH HOLLOW COLUMN SHALL BE AT LEAST %2 Ir DIAMETER AND SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR REFERENCE STANDARDS: STAIRS 40 P51' NO. DATE REMARKS 15" MINIMUM INTO COf:,KETE BLOCK, A NUT AND 3 INCH SQUARE WASHER SHALL BE TIGHTENED ON EACH PROPOSED SIMPSON STRONG TIE LSTA 36 BOLT TO THE PLATE WO)D SILL PLATES SHALL BE TREATED LUMBER. INTERNATIONAL RESIDENTIAL CODE OF HANDRAILS 200 # ( 1 2) 1 Od NAILS TOTAL UPLIFT DETAIL PLACED FROM EACH STUD TO UNDER 6. PROVIDED 2" X 4" KEW.!\Y ON ALL FOOTINGS TO RECEIVE FOUNDATION. NEW YORK STATE, 2015 EDITION. ATTICS 20 P517REVI5ION5 LIVING SPACE WOOD FRAME CONSTRUCTION MANUAL, STU L BEARING DECKS 40 P5F pp 2 SILL PLATES, SEE STANDARD AMERICAN FOREST AND PAPER ASSOCIATION EXTERIOR BALCONY GO PSF ROBERT L RT N�° CHIERACK q• N' ROD PLATE WITH NUT ZZ CONNECTOR DETAIL#5 MISO. 2001 EDITION PASSENGER VEHICLE GARAGE 50 PSF p I�o It_r1 2 (2)2X6 TREATED SILL PLATE WITH 1 . PROVIDE A 6 MIL. POYETHYLENE VAPOR BARRIER UNDER CELLAR CONCRETE SLAB. (OMIT AT GARAGE) CLIMATE: I I° SUFFOLK, 13°NASSAU ROOF 45 PSF Qlnl�lt-t10r���TyP.C. REQUIRED SILL SEALER, AND CONTINUOUS COPPER � 2. GRADE AROUND NEW �;ONSTRUCTION SHALL SLOPE AWAY FROM STRUCTURE AND BLEND INTO DEGREE DAYS: 5750 (GROUND SNOW LOAD) FOR STU 2 DOUBLE 2X TERMITE SHIELD EXISTING. THE GRADEAWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN • RESIDENTIAL 1 2 FENIMOR•E LANE DEFLECTION LIMITS: RAFTERS WITH NO BA51C WIND SPEED 110 MPH MINIMUM HEADER THE FIRST 10 FEET, \MERE APPLICABLE (VERIFY IN FIELD). HUNTINGTON, N.Y. 1 1743 ALTERNATE 3. ALL ITEMS REMOVED Il' THE COURSE OF CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY WITH FINISHED CEILING ATTACHED U 180, FLOORS UPLIFT 18. I # • COMMERCIAL PHONE: 63 I- 368 - 4993 C 16 STRAP OR GIRDER SILL PLATE TO FOUNDATION THE EXCEPTION OF Tff DEBRIS WHICH SHALL BE CARTED OFF 51TE AND LEGALLY DISPOSED OF. L/3G0 DEAD LOADS 10 PSF INBEDDED INTO FIRST FLOOR 5 4. AN ACCESS OPENING 18 INCHE5 BY 24 INCHES MINIMUM SHALL BE PROVIDED TO ALL UNDER FLOOR FAX: G3 I-368-9043 HOLLOW /8 DIAMETER X 12 LONG ANCHOR BOLTS, CRAWL SPACES. :' JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING • INDUSTRIAL RJCARCHITECT@ GMAIL.COM 12" MINIMUM FOUNDATION COLLUMN WITH 7"'MINIMUM EMBEDMENT INTO 5. AN ACCE55'OPENING?4 INCHES BY 30 INCHES MINIMUM SHALL BE PROVIDED TO ATTIC AREAS IN A ROOF FRAMING BEARING ONTO AND WRAP CONCRETE, 1 5" MINIMUM INTO READILY ACCESSIBLE DCATION. RAFTER TO TOP PLATE(TOE-NAI LED) 4-8d PER RAFTER STUD. AROUND GIRDER THREAD ROD CONCRETE BLOCK, @ 30" O/C MAXIMUM G. STAIRWAYS AND LAND`JG5 SHALL HAVE A MINIMUM DIMENSION OF 3G INCHES IN THE DIRECTION OF CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST ��- FOR I , 2, AND 3 STORY FRAMING. TRAVEL. STAIRS 5HAL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE a CEILING JOISTS TO PARALLEL RAFTER(FACE NAILED) 4-1 Gd EACH LAP ?° WRAP AND NAIL STRAP UP PERMITTED HANDRAIL 1EIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL BE 5TU D TO BOTTOM PLATE HEIGHT; MAXIMUM RISER IGH HAL BE - INCHES; - - INSTALL BOLTS AT 12" MAXIMUM FROM MOUNTED AT BETWEEI 34 AND 36 INCHES HE G T M UM HEIGHT SHALL 8 I/4 �j CEILING JOIST LAPS OVER PARTITIONS(FACE NAILED) 4 I Gd EACH LAP FROM UNDER MUD SILL. ' �� 5 �� MAXIMUM TREAD DEP1P1 SHALL BE 9 INCHES COLLAR TIES TO RAFTER 3-8d PER TIE -� '``'':-"_ '' "��'' 8" MIN. CORNERS. 3 LPS /8 WASHERS, TYPICAL. BLOCKING TO RAFTER(TOE-NAILED) 2-Sd EACH END , SLAB ON GRADE 51MF50N 7. PROVIDE 45 MINUTE ERE RATED INSULATED DOORA55EMBLY WITH A SELF-CLOSING DEVICE BETWEEN CNW TRANSITION HOOK BPD BOLT ALL GARAGE AREAS ALIVING SPACE. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END L5TA24. STRAP AT EACH COUPLER NUT EMBEDDED INTO CRAWL SPACE/ ::. GRADE 8. PROVIDE (1) LAYER 5/," TYPE "X" GYPSUM WALL BOARD ON ALL WALLS AND CEILINGS AT GARAGE, WITH WALL FRAMING " " r STUD, WRAP UNDER MUD FOUNDATION 7 MINIMUM CELLAR '' : - LIVING SPACE BEYONCTO ALL CODE REQUIREMENTS, TYPICAL, TOP PLATE TOTOP PLATE(TOE-NAILED) 2-IGd PER FOOT I_I I=I FOUNDATION CONSTRUCTION 9• ALL BUILDINGS LOCATD IN WIND BORNE DEBRIS REGIONS SHALL BE PROVIDED WITH WOOD TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-IGd JOINTS-EACH SIDE (SEE PLANS) "� -I 1 STRUCTURAL PANELS '0 COVER WINDOW OPENINGS. PANELS SHALL BE PRE -CUT TO COVER THE STUD To STUD(FACE NAILED) 2-1 Gd 24"o/c III :.. .,. ::,,.: 1I- SILL AND NAIL.( I I ) I Od X 12 DAMPROOFING OVER WALL GLAZED OPENING WITf ATTACHMENT HARDWARE PROVIDED. PANELS TO BE IN MINIMUM ACCORDANCE HEADER TOFIEADER(FACE-NAILED) IGd G" O/C ALONG EDGES 1=. `R ' ''�•:':.'. I WITH TABLE 830 1 .2. 1 2 OF THE RCNY5. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-IGd PER 2X4 STUD NAILS TOTAL `'` �: 8" MINIMUM CAST IN PLACE CONCRETE 10. ALL GLAZING IN5TAL-LE) IN HAZARDOUS LOCATIONS AS PER SECTION 8308. 1 OF THE RCNY5 SHALL BE 12' I 0 •• 3-IGd PER 2X6 STUD FOUNDATION WALL (SEE PLANS) PROVIDED WITH THE NANUFACTURE5 LABEL, DESIGNATING THE TYPE AND THICKNESS OF THE GLA55 4-1Gd PER 2X8 STUD PROPOSED GARAGE ' 1 AND THE SAFETY 5TAI°DARD WITH WHICH IT COMPLIES. 8" X I G" MINIMUM CAST IN PLACE LIL_55 EITHER LAMINATED SAFETY GLASS, FULLYTEMPERED GLASS, OR APPROVED _ 2-IGd PER FOOT REPAIRS TO THE: 5 MINIMUM I I . ALL SKYLIGHTS SI1 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST,ENDJOISTOR.BLOCKING 2-IGd PER FOOT CONCRETE FOOTING WITH 2X4 RIGID PLASTICS. . ' " 3'-O" MIN. 1 2. VINYL 51DING SHALL A MINIMUM OF .035 INCHES THICK AND FASTENED WITH . 120 X 1-I/2" NAILS FLOOR FRAMING •''' ' '' CONTINUOUS KEY, ON VIRGIN JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 2-8d EACHJ015T DIRECTLY INTO 5TUD5, -- ''�` UNDISTURBED 501L.(5EE PLANS). 13. FLOOR SHEATHING 51-ALL BE 3/4"THICK UNLESS OTHERWISE NOTED. BRIDG1NGTo JOIST(TOE-NAILED) 2-8d EACH Jo1ST 0 0• .:�, s••i; BLOCKING TO JOIST(TOE NAILED) 3-IGd EACH BLOCK 14. ARCHITECTS SITE FLAP IS ONLY SCHEMATIC. ALL INFORMATION 15 AS INDICATED ON OWNERS SURVEY McDOWELL RESIDENCE AND SHALL PREVAIL. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 Gd EACH JOIST ° ° �'�'•'' CRAWL / CELLAR SPACE 15. WOOD SHIMMING IS E1fRICTLY PROHIBITED. USE STEEL AND/OR NON-SHRINK GROUT ONLY. LEDGER STRIP TO BEAM(TOE-NAILED) 3-8d PER JOIST ' '• ' ` ' '•'•'•'• `•� " • '+'' '"'' ''`"'' ' "''�''•'•'~'` J015T ON LEDGER TO BEAM(TOE-NAILED) 3-IGd PER JOIST CONTINUOUS (2) #4 REINFORCING BAND JOIST TO J015T(END NAILED) 2-1Gd PER FOOT " '~' `' }'}' STRUCTURE BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-I Gd PER FOOT 180 STRO H S O N RD. 3 BARS MINIMUM IN BOTTOM OF FOOTING, LSSU28 AT FIRST FLOOR CORNER � ,' ,"`' '� ' .'. r :'• ROOF SHEATHING CUTCHOGUE N.Y. ®' '' ' ' I . ALL LUMBER TO BE DCIUGLAS. FIR, HEM FIR, OR WESTERN HEMLOCK. CONSTRUCTION GRADE NO. 2 IF 850 sTRucruRAL PANELS 8d G�O/C @EDGE CATHEDRAL :•.. .••.,:•.....::":,. :`•: CEILINGS POST HOLDODWN 3" MINIMUM SCREED COAT OF MINIMUM, UNLESS OT-IERWISE SPECIFIED. 1xGY oR I x8 3-8d 12»O/C @ FIELD 3 CONCRETE FOR CRAWL SPACE, 5" SLAB 2. ALL STRUCTURAL 5TE[L TO BE ASTM A3G DETAILED, FABRICATED, AND ERECTED AS PER AI5C. I"x10"ORWDER 3-IGd 4" O/c RAKES 51MP50N HDU4 SHEAR AT CELLAR WITH 6X6 #10-10 W.W.M. 3. FOR CANTILEVERED FLOOR SECTIONS SOLD BLOCKING SHALL BE PROVIDED AT THE CANTILEVER SUPPORT. - @ CEILING SHEATHING TITLE SHEET 4. ALL BRIDGING TO BE OTHER SOLD OR 18 GAGE CROSS BRIDGING NOT TO EXCEED 8'-0" O.C. MAX. RAFTER TO RIDGE WALL HOLD DOWN AS 6 MIL. MINIMUM VAPOR BARRIER (G MIL 5. ALL HEADERS TO BE (2) 2"x8" UNLESS OTHERWISE SPECIFIED. GYPSUM WALLBOARD 5d 7" EDGE/ 10- FIELD MINIMUM AT CELLAR) 6. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS WALL SHEATHING DATE DRAWING NO, 51 MPSON L5TA30, CS 20 REQUIRED BY LOADS, AND PARTITIONS RUNNING PARALLEL TO SAME; IF JOISTS ARE SEPARATED FOR PIPING, BLOCK SOLID 4 FIBERBOARD PANELS 8d G"O/C @ EDGE, 12" FIELD r STANDARD WALL TIE LOAD BATH DETAIL FOOT O.C. MAXIMUM. FIBERBOARD PANELS - G"O/C @EDGE, 12" FIELD GA. COIL, AT EACH RAFTER. LOCATION, ETC., TYPICAL. 7. DOUBLE ALL J015T5 WDER ALL PARALLEL PARTITIONS, UNDER ALL BATHROOMS, AND KITCHEN, AND 7/IG" Gd 3"EDGE/G" FIELD II 11 AROUND ALL OPENINGS. 25/32" _ __ _ 8d 3" EDGE/r.- FIELD SCALE ( I 4) I Od NAILS TOTAL USE (32) I Gd SINKERS . 8. ALL STRUCTURAL WOOD TO BE KEPT 2" BACK FROM CHIMNEY. GYPSUM WALLBOARD 5d 7" EDGE/ 10" FIELD 9. FOUNDATION WALLS TQ BE ADEQUATELY BRACED AS REQUIRED UNTIL SUPPORTING FLOORS ARE IN PLACE HARDBOARD 8d G-O/C @ EDGE, 12- FIELD A i NOTE: INSTALL ALL ANCHORS, CONNECTORS, STRAPPING AND NAILING PREFERRED METHOD, 5ET ALL FLOOR J0I5T5 PRIOR TO BACKFILLING. PARTICLEBOARD PANELS 8d G'•O/C @ EDGE, 12" FIELD ALL LOAD PATHS ARE FROM FOUNDATION TO ROOF, AND ARE CONTINUOUS AT EVERY WALL STUD. 10. FORMWORK TO REMAIN IN PLACE FORA MINIMUM OF SEVEN DAYS AFTER POUR OR WHEN CERTIFIED. I"xG"OR I•'X8"TRIM 2-8d PER SUPPORT DRAWN TO ALL CODE REQUIREMENTS, TYPICAL. SCHEMATIC DIAGRAM ONLY - SEE SECTION, NOTES AND/OR DETAILS. I I . ALL STEEL FLITCH PLATIE5 TO BE THRU BOLTED WITH J" MINIMUM DIAMETER STEEL BOLTS @ I G" I"X 10"OR WI DER TRIM 3-8d PER SUPPORT "- - - 0 _ O.C. MAXIMUM, STAGGERED, TOP AND BOTTOM OF GIRDER. FLOOKSHEATHING CONTINUOU5 LOAD PATH D 51 G N DETAIL5 N .T. 5 * 12. INSTALL APPROVED FIRE BLOCKING AT ALL FLOORS, ALL LOCATIONS, AS PER ALL CODE REQUIREMENTS. STRUCTURAL PANELS - Y 13. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR GROUND, SHALL BE ACQ TREATED. 1"oRLE55 8d G"EDGE// 12" FIELD CONT. NO. GREATER THAN I" I od G•' EDGE/G FIELD