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44 Town of Southold 8/27/2019 i P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40661 Date: 8/27/2019 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1495 Founders Path, Southold SCTM#: 473889 Sec/Block/Lot: 64.4-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/1/2019 - pursuant to which Building Permit No. 43617 dated 4/5/2019 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 AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Arcieri,Richard&Joyce of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43617 08-19-2019 PLUMBERS CERTIFICATION DATED 08-19-2019 as Dra o gJignature TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy . SOUTHOLD, NY .Jj01 � �a0 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#: 43617 Date: 4/5/2019 Permission is hereby granted to: Arcieri, Richard 409 Sagamore Ave East Williston, NY 11595 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1495 Founders Path, Southold SCTM # 473889 Sec/Block/Lot# 64.4-16 Pursuant to application dated 4/1/2019 and approved by the Building Inspector. To expire on 10/4/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $354.00 CO -ADDITION TO DWELLING $50.00 Total: $404.00 Buil i g ector nD Form No.6 ' TOWN OF SOUTHOLD APR 1 6 2019 BUILDING DEPARTMENT TOWN HALL 765-1802 T�WPLICATION 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 I%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 � ' 4110 119 New Construction: s� Old or Pre-existing Building: (check one) Location of Property--J , 5 J use No. / A Street Hamlet rune Owner or Owners of Property. Ray jW A Arr Suffolk County Tax Map No 1000, Section Block Lot' SubdivisionFiled Map. Lot: Permit No.j�4?)(p Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appy t Signature CONSENT TO INSPECTION ©M CL -� �('� eyl , the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned (are) the owner s) of the pry mikes in the Town of Southold, located at which is sh wn and designate on the Suffolk County Tax Map as District 1000, Section , Block , Lot— I . That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: SatLye) - rint N igna e) i (Print Name) oF so���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� sean.devlinAtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Richard Arcieri Address- 1495 Founders Path city,Southold sr NY zip. 11971 Building Permit* 43617 Section 64 Block" 4 Lot. 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Altype Electrical Service Corp License No- 3556-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches 7 Twist Lock Exit Fixtures Combo SD/CO 1 Other Equipment Meterpan with 200Amp Disconnect, Coldwater Ground and Groundrod, Dual Fuel Oven, Washer/Dryer 30A. Notes. Inspector Signature: C Date: August 19, 2019 S Devlin-Cert Electrical Compliance Form.xls Town Hall Annex ] Telephone(631)765-1802 54375 Main Road `$ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD _ � ;� � 26. 2019 ��•�° '� AU - rR C-ERTIFICATIO-N. £�Sy ��` `gS� �Js�� Date: Building Permit No. v Owner: �J-°7cj- /z-c '► trCil`?it1�' (Please print) Plumber: (Please print I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. e�Signatuie Sworn to before me this,.2/5�4- day of 20� STIEPHEN C PFEIFER _ Notary Public-State'of New York N0.01 PF6328529 Qualified in Suffolk County '! My Commission Expires Aug 3,2 �l�:' Notary Public, ��_ -_ _____Coutliy o�aOF SO(/ry�//__ h o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ MrpFOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ], FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: X4 o� DATE �� / INSPECTOR OE SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t DATE ®��/ INSPECTOR - SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1602 INSPECTION _ rl[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE G « INSPECTOR�� rsfSO(/l # TOWN OF SOUTHOLD BUILDING DEPT. �ycnurm,��' 765-1802 INSPEC ON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL ING REMARKS: s AV DATE INSPECTOR r Of SOUI,yO� # # TOWN OF SOUTHOLD BUILDING DEPT. urm, 765-1802 INSPECTION - FOUNDATION 1ST [ ] ,ROUGH PLRG. [ ] FOUNDATION 2ND [Vf INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C*IW L�f� U^- DATE INSPECTOR BOE SOUIy # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I% L &v- � �t z �ft*g • PJa 4m_ G4k'-&Afj2--, c vv,,,� I DATE INSPECTOR ALI SO(/Ty�� 4 ( 7 # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ - ] FOUNDATION 1 ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) nCAULKING ELECTRICAL (FINAL)]K�NSloAl [ ] CODE VIOLATION 4i IG / REMARKS: DATE INSPECTOR I WE FOUNDATION(IST) OoA d -------------- 'FOUNDATION (2ND) ROUGH FRAMINGi PLUMBING INSULATI . • • 8TATE ENERGY CODE WrW AV _ ADDITIONAL . i E I _. 1. 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 �/_ !�f Survey Southoldtownny.gov PERMIT NO. LC t ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined _,2 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 120_V Mail to: Disapproved a/c Phone: Expiration '20 D L:F Buildi g or MAR 2 9 2019 APPLICATION FOR BUILDING PERMIT Date , 20. <JILDIN :13 INSTRUCTIONS TOWN OF SOUTROLa`, 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 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. le"I (Sign e f applicant or name,ifa corporation) so Am - Mailing address of applicant) �/1 /) �JI1� d7V State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or buil er f`�1�> Name of owner of remises —�- 1�p �4(ACC-r -l�Y�--6rae6 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name an°d title of corporate officer) Builders License-No., , Plumbers License.Nd . Electricians License No. Other Trade's License'No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot SubdivisionFiled Map No. �� Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy�il�lc®L �Vv1lC.e�l l`�1ti1_L i� b. Intended use and occupancy g f;A E 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 I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front. 2. Rear Depth , 2� Height I �, Number of Stories I Dimensions of same structure with alterations or additions: Front ��� Z Rear, 2- Depth 271,`1 Height Number of St6rib`s1 `,t d, 8. Dimensions of entire new construction: Front 2— Rear "5 �t 2.�" : Depth Height t(" Number of Stories 1 9. Size of lot: Front -3 g Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated —�® 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO->-:,,' 13. Will lot be re-graded? YES NO?C Will excess fill be removed from premises?YES'>,'. NO 14. Names of Owner of premises Address Phone No. Name of Architect '�L-t ten_ 6';'141F� Address Phone No &51 -Zg,-i -Z'144. Name of Contractor Address ' ' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York (Contractor, Agent,Corporate Officer, etc.) ()ualified in Suffolk County C�nmisksi in Expires April 14,2� of said owner or owners, and is duly authorized to perform or have performed the sai 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 in the application filed therewith. Sworn to before me thM 09-7g) day of 614 20 Notary Public gnature of Applicant °suFFq� ST(0�]E�.lMv1MA\T]ER, Scott A. Russell SUPERVISOR � ( 1 l��l[A\I�A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS IPF OJIEC T INVOLVE ANY OF THE FOLLOWING: � s I ; Yes NO (CHECKqLL THAT APPLY: > E ❑tA A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. j ❑Pr B. Excavation or filling involving more than 200 cubic yards of material ' ! within any parcel or any contiguous area. I ; ❑P C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑F9 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. j . ❑p E. Site preparation within the one floodplain as depicted on FIRM Map of any watercourse. ❑ F. 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. kPPLICANT (ProDel tv Ownei,Design Piofessional,Agent,Conti actor,Othei) S.C.T.M. 1000 Date Di-sb ict i, NAME - 6 (��. 'p—t; Section Block Lot FOR BUILDING DEPARTMENT liSE ONLY * *:k ' 1 Conta In imation f Reviewed i-- - — — — — — — — — — — — — — — — s iii 1= Date: j Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 14qSTOf, Approved for processing Building Permit. 13; ;� Stormwater Management Control Plan Not Required. ;I — — — — — — i j ` ; ❑ Storm ater Management Control Plan is Required. (Forward to Engineering Department for Review.) i FORM # SMCP-TOS MAY 2014 1Ft11 .,� r ING-DEPARTMENT-Electrical Inspector ��. TOWN OF SOUTHOLD .JUN 1 1 20'%wn Hall Annex-54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 "",E-,Telephone (631) 765-1802 - FAX(6.31) 765-9502 roger.richertna,town.southold.ny.us APPLICATION FOR-ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: e� .eL cam. _ e�V,t-c--a t Name: License No.: �,- 1� L� email: �.- `1 Le _, K, Address: 1 t ts d Phone No.; 2 ® 0 JOB SITE INFORMATION: (All Information Required) Name: V'wk--, N?-C I Fs-1 Address: 9 0� -A-" �fFcZ6 Cross Street: LA) Phone No.: Bldg.Permit#: 4 X17 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ,O�C4-"" Circle All That Apply: Is job ready for,inspection?: YE / NO Rough In Final Do you need a Temp Certificate?: / NO Issued On Temp Information: (All information required) Service Size (J'Ph 3 Ph Size:2,OD A #Meters�_ Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected -UndergroundOverhea - #Underground Laterals 1 2 H Frame Pole Work done on Service?. Y N _ Additional Information: PAYMENT DUE-WITH APPLICATION l�v ' r l 82-Request for Inspection Formals 4� 1� '1 l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 T P.0'.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT, NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference 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) Floor and r framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReq15.docx Effective 1/1/2015 ' I SURVEY OF PROPERTY N A T SO UTHOLD �P TOWN OF SOUTHO.LD O� - O SUFFOLK COUNTY, N. Y. 1000-64-04-16 �P SCALE.• l s 20 REMALL O.8'N FEBRUARY'7, 2019 FE.COR. FEBRUARY 27, 2019 (LOT COVERAGE) \ LOT 84 19 66G o.i'N os g `r O. FECOR. NFy10 00. OXN pOV LOT 93 'URB s AB. . • ACO 'I �. TUB R 2 POOL URB n p� °gyp. •00. OWN 1 STY. FR. PAVER PATIO gip 6? c HOUSE LOT CO VERA,GE Z��• NSM' FE.COR. LOT AREA-8693 sq.ft. Rp LOT 85 �� GAID- OXE HOUSE 1087 sq.ft. POOL' 173 sq.ft. SHED 84 'sq.ft. wAIN.KC' od` 11`L 1344 sq.ft: O p g1 5 ate\ pc,�° 1344/86,93 — 15.5% q 9� 00 1'� pal KEY FE.COR. FE.COR. LOT 8B GRP ' 0.5'N 0.3'N • = REBAR ® = WELL �o �• ee •Q STAKE = TEST HOLE CMF • = PIPE - " ■ = MONUMENT = WETLAND FLAG c0b = U77LITY POLE LOT NUMBERS REFER TO "SUBDIVISION MAP OF FOUNDERS ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 10, 1927 AS FILE NO. 834. N.YS, LIC. NO. 49618 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209OF PECONIC SURVEYORS, P.C. 1HE NEW YORK STATE EDUCA110N LAW. EXCEPT AS PER SEC710N 7209—SUBDIVISION 2. AREA— ,693 SQ. FT. (631) 765-5020 FAX (631) 765-1797 ALL PER 77RCA710NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F P.O. BOX 909 SAID 'MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE 1230 TRAVELER STREET 18_1 B9 SIGNA7URE APPEARS HEREON. SOUTHOLD, N.Y. 11971 v REScheck Software Version 4.6.5 Compliance Certificate Project ARCIERI RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1495 FOUNDERS PATH VICTOR CUNEO SOUTHOLD, NY 154 LAUREL ROAD EAST NORTHPORT, NY VICTORCUNEOARCHITECT@GMAIL. COM 7 77 .8 ,.. — ze '"*i.,0 'E, 4,J, a ,b?Eb rem ezz� .'• .4 m t.z ..E yko h;: "'f , m t•, Compliance: 2.4%Better Than Code Maximum UA: 85 Your UA: 83 Maximum SHGC 0.40 Your SHGC: 0.18 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Perimeter Ceiling 1: Cathedral Ceiling 388 36.0 0.0 0.029 11 Wall 1: Wood Frame, 16" D.C. 445 15.0 0.0 0.077 26 Window 1:Wood Frame:Double Pane with Low-E 59 0.300 18 SHGC: 0.18 Door 1: Glass 42 0.300 13 SHGC: 0.18 Floor 1: All-Wood joist/Truss:Over Unconditioned Space 388 25.0 0.0 0.038 15 Compliance Statement. The proposed building design described here is consiste t with the building plans, specifications, and other calculations submitted with the permit application.The proposed building ha tKen designed to meet the 2015 IECC requirements in �G� /2EScheck Version 4.6.5 and to comply with the mandatory requir is li in the REScheck Inspection Checklist. ,0/;//!2 � Name-Title Si Date Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitied.rck Page 1 of 9 CREScheck Software Version 4.6.5 , NJ/ Inspection Checklist Energy Code: 2015 IECC Requirements: 89.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified " # Pre-Inspection/Plan Review - Value Value Complies? -Comments/Assumptions &'Req.ID 103.1, ;Construction drawings and tit❑Complies :Requirement will be met. 103.2 documentation demonstrate :j❑Does Not [PRl]l energy code compliance for the building envelope.Thermal i ;❑Not Observable envelope represented on i❑Not Applicable construction documents. ` 103.1, Construction drawings and I❑Complies :Requirement will be met. 103.2, 'documentation demonstrate }'• ,, ; ' ❑Does Not 403.7 ;energy code compliance for [PR3]1 ,lighting and mechanical systems. ; I❑Not Observable ; ,Systems serving multiple i E❑Not Applicable ,dwelling units must demonstrate # ;compliance with the IECC Commercial Provisions. i 302.1, .,'Heating and cooling equipment is;, Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 'sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 . ',on loads calculated per ACCA Cooling: Cooling: ;• Manual J or other methods Btu/hr Btu/hr ;❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact (Tier 1) _F2-1 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitled.rck Page 2 of 9 'Sect ' � Ilon-, 't",F�6"iind'iitioriinspection- Complies? Comments/Assumptions ;& Aeq 3.0.2.1 ,,!'A protective covering is installed to ;,E]Complies :Requirement will be met. [FO111:12 -",protect exposed exterior insulation :E]Does Not land extends minimum of 6 in. below : :FINot Observable: ]grade. �,E]Not Applicable 403.9 ,Snow-and ice-melting system controls;,E]Complies Exception: Requirement is not applicable. [FO12)2 A installed, ;E]Does Not -lNot Observable: 1EINot Applicable Additional Comments/Assumptions: [ _T_lrHigh Impact (Tier 1) J '12"lMedium Impact (Tier 2) _F3 Low Impact (Tier 3) Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitled.rck Page 3 of 9 Section "Plans Verified.., Field�Verfied -.-.• } # Fra`ming%`Rough-in Inspection , Complies?'„ Comments/Assutiptions ' & Req,ID Value ;,, Value-,. r 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies see the Envelope Assemblies 402.3.1, !average). ;❑Does Not table for values. 402.3.3, :[]Not O bservable (FR211 °❑Not Applicable ; , 303.1.3 'U-factors of fenestration products sem ;;; ❑Complies Requirement will be met. [FR4]1 are determined in accordance ' = <I❑Does Not i with the NFRC test procedure or ` ' taken from the default table. ='❑Not Observable ' fi i❑Not Applicable 402.4.1.1 Air barrier and thermal barrier :` . .- .. N=:i r,- k ;JE]Complies Requirement will be met. [FR23]1 installed per manufacturer's ;w.." 3❑Does Not instructions. �° ,�>• ❑Not Observable ❑Not Applicable ; 402.4.3 Fenestration that is not site built € :'#❑Complies Requirement will be met. [FR20]1 :is listed and labeled as meeting 3❑Does Not AAMA/WDMA/CSA 101/i.5.2/A440 or has infiltration rates per NFRC ' Y ❑Not Observable 400 that do not exceed code ;• ❑Not Applicable limits. =' 402.4.5 IC-rated recessed li htin fixtures '^, g g ( s,❑Complies Requirement will be met. [FR-16)2 ° 'sealed at housing/interior finish ❑Does Not ;and labeled to indicate:52.0 cfm - .-j❑Not Observable ' ;leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics } Complies ; [FR12]1 insulated >= R-8 where duct is s, `,I❑❑Does Not >= 3 inches in diameter and >= t` ;` R-6 where< 3 inches. Supply and, y ❑Not Observable return ducts in other portions of ❑Not Applicable the building-insulated >= R-6 for U ' diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. 403.3.5 'Building cavities are not used as ''` ~ ❑Complies [FR1•5]3 ducts or plenums. []Does Not ❑Not Observable ' El Not Applicable 403;4,' -]HVAC piping conveying fluids R- R- ;❑Complies ;Exception: Requirement is [FR17]2 `above 105 °F or chilled fluids ;❑Does Not ;not applicable. below 55 °F are insulated to >_R- :❑Not Observable , 3° ❑Not Applicable 403.4.1 Protection of insulation on HVAC { ❑Complies !Exception: Requirement is [FR24]1 piping. y JEJDoes Not ;not applicable. i❑Not Observable '❑Not Applicable 403.5.31 1Hot water pipes are insulated to R- R- i❑Complies ;Requirement will be met. [FRf8]2 ;>_R-3. ;❑Does Not , ;❑Not Observable ❑Not Applicable 403.6 :Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 =installed on all outdoor air �..•,"'Il 'intakes and exhausts. ; ( Does Not I "� x °.]❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 1 2-'j Medium Impact(Tier 2) 3-1 Low Impact(Tier 3) Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitled.rck Page 4 of 9 's .. 1 High Impact (Tier 1) 2- Medium Impact(Tier 2) 3° Low Impact(Tier 3) Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitled.rck Page 5 of 9 Section Plans Verified Field-Verified # Insulation Inspection Value Value Complies? Comments/Assuhotions & Req.ID 303.1 Al installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. Observable r ,❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable Li ❑Not Applicable F 303.2, !Floor insulation installed per :• ❑Complies 'Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor, or floor r = f❑Not Observable ' framing cavity insulation is in f I❑Not Applicable ; contact with the top side of S- ;,sheathing, or continuous I insulation is installed on the K ,underside of floor framing and ;extends from the bottom to the ( . top of all perimeter floor framing f members. 402.1.1, 'Wall insulation R-value. If this is a;R - R- ❑Complies ;See the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the ;❑ Wood ,❑ Wood ❑Does Not 'table for values. 402.2.6 :wall insulation on the wall3 [IN3]1 ;exterior,the exterior insulation ❑ Mass ;E] Mass ;❑Not Observable J, ;:requirement applies (FR10). [—] Steel E] Steel ❑Not Applicable 303.2 'Wall insulation is installed per `�❑Complies :Requirement will be met. [IN4]1 manufacturer's instructions. J❑Does Not ❑Not Observable t j❑Not Applicable Additional Comments/Assumptions: [17f-High Impact (Tier 1) 12, Imedium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitled.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req:I�D, Value' Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies 402.2.1, ;❑ Wood ',❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable ; 6 [Fill' :❑Not Applicable FI1] , 303.1.1.1, .Ceiling insulation installed per '❑Complies Requirement will be met. 303.2 manufacturer's instructions. ;<$! ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. >❑Not Observable , ❑Not Applicable ; 402.2.3 ;Vented attics with air permeable i❑Complies Exception: Requirement is [FI22]2 ;,insulation include baffle adjacent ;❑Does Not ;not applicable. to soffit and eave vents that „;P ' extends over insulation. • ❑Not Observable j❑Not Applicable 402.2.4 ;Attic access hatch and door R-~ ; R- ;❑Complies 'Requirement will be met. [FI3]1 insulation >_R-value of the ;❑Does Not adjacent assembly. ; ❑Not Observable ❑Not Applicable _ 402.4.1.2 'Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = _ ;❑Complies Requirement will be met. [F]17]1 ;ach in Climate Zones 1-2, and UDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable ; _ 403.3.4 ;,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ' ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 �;❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total I leakage measured with a ❑Not Observable ;pressure differential of 0.1 inch ,❑Not Applicable ;w.g. across the system including ; ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch ,w.g. across the entire system ; 'including the manufacturer's air 'handler enclosure, _ -77 403.3.2.1 ;Air handler leakage designated 7 ❑ m __ Coplies Requirement will be met. [F124]1 :by manufacturer at <=2% of 3❑Does Not ;design air flow, 1. j❑Not Observable ' ;❑Not Applicable 403.1.1 ;Programmable thermostats c` ';❑Complies ;Requirement will be met. [F19]2 installed for control of primary ❑Does Not ,heating and cooling systems and j initially set by manufacturer to ( - [:]Not Observable =code specifications. I ;❑Not Applicable 403:1.2•_.;Heat pump thermostat installed I❑Complies ;Requirement will be met. [FI10]2ion heat pumps. =s, ❑Does Not i❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water E❑Complies ;Exception: Requirement is .. [FI11]2 systems have automatic or „ ❑Does Not :not applicable. ;accessible manual controls. j '❑Not Observable , j❑Not Applicable 11 High Impact (Tier 1) 12 ;Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: ARCIERI RESIDENCE Report date; 03/29/19 Data filename; D:\Current Projects\Arcieri\Untitied.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ,All mechanical ventilation system ,�❑Complies 'Exception: Requirement is [FI25]2 fans not part of tested and listed t ' ;❑Does Not :not applicable. I HVAC equipment meet efficacy A ; ;and air flow limits. i❑Not Observable §❑Not Applicable 403.2 ';Hot water boilers supplying heat ❑Complies Exception: Requirement is [FI26]2 }through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback ; ;control to lower boiler water ± {❑Not Observable ; 'temperature based on outdoor ;❑Not Applicable ;temperature. I 403.5.1.1 #Heated water circulation systems ,' ❑Complies :Exception: Requirement is [FI28]2 have a circulation pump.The i ❑Does Not :not applicable. !system return pipe is a dedicated return pipe or a cold water supply! E]Not Observable pipe. Gravity and thermos- ;❑Not Applicable !syphon circulation systems are !` not present. Controls for - `circulating hot water system j °;pumps start the pump with signal 4 ;for hot water demand within the I occupancy. Controls = automatically turn off the pump (when water is in circulation loop is at set-point temperature and no demand for hot water exists. i 403.5.1.2 :Electric heat trace systems A❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. ;515. Controls automatically adjust the energy input to the f I❑Not Observable ; `heat tracing to maintain the ;❑Not Applicable ; E ;desired water temperature in the : • - #$ piping. 403.5.2 Mater distribution systems that "' .' ;❑Complies ;Exception: Requirement is [F130]2 'have recirculation pumps that t E]Does Not :not applicable. pump water from a heated water s 'supply pipe back to the heated # ❑Not Observable !water source through a cold i IE]Not Applicable :water supply pipe have a demand recirculation water } system. Pumps have controls ;that manage operation of the j 'pump and limit the temperature of the water entering the cold i ;water piping to 104°F. 403.5.4 ;Drain water heat recovery units Complies Exception: Requirement is [FI31]2 !tested in accordance with CSA F ❑Does Not not applicable. ;655.1. Potable water-side ❑Not Observable ` ;pressure loss of drain water heat ?recovery units < 3 psi for i❑Not Applicable ;individual units connected to one i ;or two showers. Potable water- side pressure loss of drain water :heat recovery units < 2 psi for ; :individual units connected to ; ;three or more showers. { 404.1 '75%of lamps in permanent „ <❑Complies !Requirement will be met. [FI6]1 fixtures or 75% of permanent j - EDoes Not ! fixtures have high efficacy lamps.' ' ;Does not apply to low-voltage 3❑Not Observable ❑ lighting. ; Not Applicable 404.1.1 ;Fuel gas lighting systems have ( ;❑Complies ;Requirement will be met. (F123]3 ;no continuous pilot light. ; �❑Does Not -,[-]Not Observable , i i❑Not Applicable s 11 High Impact (Tier 1) 1-2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitled.rck Page 8 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 25.00 Ceiling / Roof 36.00 Ductwork (unconditioned spaces): Et`p�"°"•,�agg�Z o •�° � .dz•,•� Window 0.30 0.18 Door 0.30 0.18 Heating System: - 49 � Cooling System: Water Heater: y M„`> •,tea .R wY.+'^ q 18,.5'�`�'.Y'y" v.qts t`.$'M�:•: ��i'.,;'.`'"�iq• ,IR° yr,,,.«. Name: Date: 4. Comments 67 a' yri ' Section Plans Verified Field Verified # Final-Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 401.3 Compliance certificate posted. j❑Complies Requirement will be met. [FI7]2 {❑Does Not {. ❑Not Observable i 4 ❑Not Applicable 303.3 ;Manufacturer manuals for t j❑Complies Requirement will be met. [FI1813 'mechanical and water heating ❑Does Not ;systems have been provided. , ❑Not Observable ` b ❑Not Applicable pPlicable Additional Comments/Assumptions: 1 High Impact (Tier 1)____1_2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: ARCIERI RESIDENCE Report date: 03/29/19 Data filename: D:\Current Projects\Arcieri\Untitled.rck Page 9 of 9 1. Block exterior stud walls at half story heights and at unsupported edges of exterior Notes and Specifications sheathing Minimum Uniformly Distributed Design Loads 2. Provide cross bracing at joists, studs, and rafters when spans exceed 8'-0" ( £3ased on Table 11301.5) �a It is the contractor's responsibility to keep this construction document on site at all times. It is 3. Top plates to be doubled and lapped at corners. S 250 55' 00" E also the contractor's responsibility to read all notes, specification and be familiarized with the 4. Apply all conditions addressed in fastening schedule as necessary. Use _ Live Load f --------------------------------------------------------- ----- plans prior to work. 5. Provide all nailing and strapping as per the drawings and as required by codes. I Uninhabitable attics w/o storage 10 PSF m..- I � GENERAL NOTES: j 6. At "wet wall" parallel to joists frame double joist as per code. Generally, separate double Uninhabitable attics with limited storage 20 PSF General: joist the thickness of wall above. Sub floor shall never exceed a 16" span. Habitable attics and attics served with fixed i I 1. No work to start until approved plans are obtained from the building department. 7. At rough openings provide all applicable nailing and strapping. stairs 30 PSF 1.All work shall conform to national, 2. All construction shall be performed in a workman like manner. All dimensions, conditions state, and local codes. i 5HED iry and a licable information of existin site shall be field verified b eneral contractor. Balconies exterior and decks 40 PSF 2. All unnoted or non-visible easements i j = pp g Y g Glazing, windows and doors: I Fire Escapes 40 PSF Pool i 3. All work shall conform to national, state, and local codes and all authorities having 1. All lass to be insulated low-E. Lhless otherwise specified. are therespoi�sibilityoftheowner/ 9 p Guards and Handrails 200 PSF contractor. j urisdict ion. 2. Glass doors and windows shall not be installed until proper clearances and provided. -__..._. p p p Guard in-fill components 50 PSF APPRO ED AS NOTED 3. It is the contractors responsibility to 4. All unnoted or non-visible easements are the responsibility of the owner/builder. 3. All slidinglass doors, skylights, and an lass unit installed within 18 of finished floor shatl 5. Any omissions or discrepancies of plans and/or job conditions shall be clarified with the be of inslated tem Bred lss unless otherwise noted. Passenger vehicle garage 50 PSF "-f DATE: vc B.P # -7 familiarize himself with all aspects of ! I architect/en engineer before proceeding with the work p g Rooms other than slee in roams 40 PSF these documents prior to beginning any 9 p 9 4. All glass units shall be installed in strict accordance with manufacturer's specifications. Slee in Roams 30 PSF i I 6. No deviations or changes to the structurals stem shall be made unless approved b the �-§ -"-�g- -----.. � FEE:- 66 BY: work. g Y Pp Y 5. All windows to be caulked and sealed as per New York State energy conservation code. Stairs 40 PSF NOTIFY BUILDING DEPARTME AT 4. These drawings are the property of I I l.._.. _... .........._...._.....-._._.._..._....__._....._ _.__�._ � . .._.- _ _ -_._�. M_-_.._ .........t TO UT A5 REO'D TO UTILIZED A5 EO'D I architect/engineer. 6. Provide flashing pans under all sliding glass doors, windows, or any other type of glass unit 15'-O" 51DEYA D lo'-o" 51DEYA D i 7. Contractor to verify dimensions of foundation with floor plans before the start of framing. when within 6" of an exterior surface. 765-1802 8AM TO 4PM FOR THE Victor Cuneo Architect PC.Victor Cuneo 8. Dry wells to be installed as required by state and local codes 7. All exterior doors are to be weathered stripped and provide all screens and hardware "'.. FOLLOWING INSPECTIONS: Architect PC retains all common law Allowable Deflection of Structural Members statutory d other reserved rights, 9. Da not scale drawings, written dimensions take precedence pp � 1. FOUNDATION - T��;O REQUIRED statuto an T i g p necessary for proper function of such units. i ❑ 14, O„ i 10. Builders are responsible for all inspections, approvals, certificates, cert. of occupancy or 8. All lass is to be free of scratches and imperfections. Glass should be guaranteed b the _ Based on Table R3Q1.7 FOR POURED CONCRETE includingght rein.Victor g P 9 Y ( -�------- 2. ROUGH • FRAMING & PLUMBING Cuneo Architect PC bears no 8.8 62 - completion and UL. approval. manufacturer for a period of 5 years. Structural Member Allowable I)eflection 3. INSULATION responsibility for their unauthorized use. 11. This set of drawings is the property of Victor Cuneo, Architect. 9. All windows to be Andersen unless otherwise noted. If contractor is to substitute with - 4. FINAL - CONSTRUCTION MUST 5.Victor Cuneo Architect PC shall not 12. The contractor shall obtain all inspections necessary for a certificate of occupancy. another window manufacturer it is the responsibility of the contractor to verify that the Rai''tersslf�pesgreaterChan3/12tivith BE COMPLETE FOR C.O. control nor chargeofandshallnotbe - 13. The contractor shall keep remises reasonably clean at all times. At the completion of characteristics of the window match the characteristics of the Andersen windows specified. finishcdcl=. rtotattachedtorafters LI_18Q WINtOW WELL p p Y p _ l ALL CONSTRUCTION SHALL MEET THE responsible for construction means, work, the contractor shall remove all rubbish, waste materials, tools, etc., clean glass and The characteristics are as follows, but not limited to: Design pressure, rough opening, u- Interior i%ailsandpartitions 111180 REQUIREMENTS OF THE CODES OF NEW methods, techniques, sequences,or I STORY FRAME r i leave work floor clean. factor, li ht area, vent area, and a ress re uirements. Floors L.1360 YORK STATE. NOT RESPONSIBLE FOR cv GAS �IREPLAGE g g q procedures,or safety precautions and j DWELLING 14. The contractor shall carry workman's compensation and general liability insurance. All shall Ceilingsstiithbrittlefinishes( including;sCticco DESIGN OR CONSTRUCTIiON ERRORS. I ° And gaster programs in connection with the work,for complywith state and local codes and ordinances. Gypsum wallboard: } U360 the acts or omissions of the contractor, 15. The contractor should fully guarantee his work and the work of the sub-contractors for a 1. Gypsum wall board systems shall be of a tape joint and joint compound method. Ceilings with flexible finishes(includiligGyp. Board) L/240 subcontractors or any persons performing i II,_IO„ period of at least one year after completion of project. 2. All gypsum board shall be '/Z" on walls and ceiling, unless otherwise noted, Water resistant Allotherstructuraltnentbers I./240 any"of the work,or the failure of any of 16. The contractor shall indemnify and hold harmless the owner, architect/engineer and their (WR.) at bathrooms and where deemed applicable. Exterior w Ills-wind loads with plaster or stucco H/360 them to carry out the work in accordance 1 LOT COVERAGE: agents and employees from and against all claims, damages, loses and expenses, including 3. 5/8"; one hour rated, type `X' gypsum board on ceiling and walls (where applicable) at heat Ext. walls--wind loads other brittle finish H/240 COMPLY WITH ALL CODES OF with the contract documents. attorneys fees arising out of or resulting from the performance of the work provided that producing equipment to extend three feet in each direction beyond the units Also at Ext. ��alls-wind loads with flexible finishes Hr 120 NEW YORK STATE & TOWN CODES i ----j � 9 9 p p p gY unit(s). � ' LOT AREA 86G3 5F Y g p ( ) ' y injury, heat producing equipment, concrete floor or if placed on wood frame, install concrete Lintels supporting masonry�encer�+alls L/600 AS REQUIRED AND CONDITIONS OF HOUSE 108, SF j an such claim, damage, lass or expense A is attributable to bodil sickness, POOL 173 SF i p disease or death or to injury to or destruction of tangible property (other than the work panels of 5/8" thickness minimum. SHED 84 SF - itself includingthe loss or use resulting there from B is caused in whole or in art b 4. Finish joints, j-beads, nail dimples, corners, and edges shall be taped and receive three 'S8b'?IkE�9'�r�'7pA I TOTAL 1344 SF j � � )' ( ) p Y � p g p w i ADDITION 588 SF j O any negligent act of omission of the contractor, any subcontractor, anyone directly or coats of joint compound. Allow 24 hours to dry between coats. Final coat to be sanded ,BOARD ALLOWED GOVERAOE 20 i indirectly employed by any of them, or anyone for whose acts any of them may be liable smooth. All exteriorlightin EXISTING GOVEREAOE 15.5 % 1 regardless of whether or not is caused in part by a party indemnified hereunder. 5. Metal corner bead to be used on all outside corners and around all openings. Installed,rcplacedor T ES PROPOSED IG.G I 17. All materials, assemblies, and method of construction including but not limited to form- 6. Fasten gypsum board as per fastening schedule. rep�iredshall conform O work, block-work, framing, nailing, placing of concrete, etc. are to be careful! supervised -S.DF(: 0 ! ! by the contractor to be sure they are in accordance with the drawings, specifications, Asphalt roofing shingles; to Chaptet-172 -_------- ------------g, applicable codes and good practice. Deviations from the drawings and specifications will 1. All sloped roofing shingles shall be GAF-class-a asphalt roofing shingles or approved t�ftheTownCod� Z i _ ---------- -15.3 not be permitted without written authorization of the architect/engineer. equal. N 510 38' 40 W -- 18. The contractor shall be responsible for any shop drawings needed, unless otherwise 2. Shingles shall be applied over 15# building felt. Lbless other noted. Also apply GAF- OCCUPANCY OR specified. All dimensions and conditions pertaining are to be field verified. weather-watch ice and water barrier 2 feet from eaves, valleys, and flashing. 19. Contractor to remove and relocate as required all existing work which interferes with new 3. Provide flashing necessary for water tight and weatherproof construction. ELECTRICAL USE IS UNLAWFUL w construction in a workman like manner 4. Roofing is to be applied in strict accordance with manufacturer's specifications INSPECTION REOUIRED WITHOUT CERTIFICATE E R 5 -P A T K 20.All materials are to be installed as per manufacturer's specifications, unless noted 5. Nailing of roofing shall be to code. F O TJ N D otherwise. Site work; OF OCCUPANCY o 1. Stakeout is to be ;performed by a licensed surveyor, or by qualified sub-contractor, z 2. Verify all given data on drawings. if there is a discrepancy, receive clarification form TRL3S PLACAnDIKG REQUIRED Foundation Concrete and Masonry architect/engineer, prior to proceeding. 1. Contractors to verify all dimensions of existing foundation as it applies to the new work being performed 3. Excavate and back; fill for work indicated on drawings. Stockpile topsoil obtained from and shall coordinate the sub-contractors in such a manner to assure that the conditions of the first and stripping driveway and building site. Stockpile all excavated materials. RETAIN STORM WATER RUNOFF second floors are taken into account. 4. New and existing Back fill material is to be free of weeds, tree roots, rocks, and debris. PURSUANT TO CHAPTER 236 0 2. All footings to bear on firm, virgin, undisturbed soil All surplus material that is unsuitable for back fill material shall be removed from site. OF THE T0�1VN CODE. SITE PLAN �� Blower door s 3. Soil to have min. bearing capacity of(1)ton/sq. ft. 1/16" = 1'-0" IL��':: :, 4. Footings to rest a min. of 3-0 below grade, unless otherwise Hated. ENERGY NOTES and ductwork 5. Walls to be poured concrete of size shown on drawings. testing required. 6. No back ftlf shall be placed against foundation walls until 1s'tier of framing is in place. 1.) All construction shall comply with the 2015 IECCC. The authority having jurisdiction shall 7. Footings to poured concrete of size shown on drawings. be permitted to determine an energy efficiency program to exceed the energy efficiency 8. All openi^3s for beam pockets, utilities, etc. to be filled solid with concrete. b required A 9. Anchor bolts shall be in accordance with page foundation plan and details. re q Y this code. 10. All concrpie to have an ultimate compressive strength at 28 days of 3,000 P.S.1, 2.) A permanent certificate shall be completed by the builder and posted on a wall in the space 11. Exterior slams, garage slabs, and steps shall be 3500 psi. where the furnace i5 located. Certificate shall comply with IRC N 1101.14. °z 12. Concrete shall be air entrained to 5% to 7%. 3.) Attic or crawl space access shall be weather-stripped and insulated to a level equivalent to 13. Concrete slabs to rest on min. of 6"fine gravel or sand with 6 mil. Polyethylene vapor barrier under the insulation on the surrounding surfaces. occupied space. 14. Flash all joints where slab abuts framing. 4.) Installation - the components of the building thermal envelope shall be installed in License/ Seal 15. Apply(1)coat of tar based waterproofing to exterior of found from footing to 2"above finish grade. accordance with the criteria listed in table 402.4.1.1.Where required by code official, an 16. No concrete or masonry work is to be performed in temperatures of 40°F and falling, unless approved by approved third party shall inspect all components and verify compliance. architect/engineer. No concrete shall be placed on frozen surfaces. 5.) Testing- Building ordwelling unit shall tested and verified having less than or equal to 3 17. No additives shall be placed in concrete unless specified by arch itect/engineer. 6 DIAMETER 18. Provide bituminous joints between slabs and foundation walls and where ever applicable. ACH50 in CZ 4A, 5, 15A testing shall be conducted by an approved third party. 19. Unless otherwise indicated, all foundation footings are to be a min. 10 deep projecting 6 on each side of 6.) Ducts- Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3 or the foundation wall. Provide two#4 deformed bars continuous in the footing. All 4"thick concrete slabs to greater in diameter and R-6 @ ducts less than 3" in diameter. have 6 x Fi 10/10 welded wire reinforcing7.) Duct sealing- Ducts air handlers and filler boxes shall be sealed. z i 8.) Duct testing- Ducts shall be pressure tested to determine air leakage by an approved third Insulation: REFLECTIVE WHITE 1. All exterior walls and roofs shall be insulated with faced fiberglass batt insulation by john Manville or party. REFLECTIVE RED PANTONE#187 approved equal facing to be placed toward warm side. 9.) Building cavities shall not be used as ducts or plenums. 2. Generally, unless noted otherwise, insulate as fallow: 10.) Mechanical system piping insulation carrying fluids > 150 F degrees or < 55F degrees - R-22 anc 2" Closed cell spay foam for vaulted and cathedral ceilings - R-15 for 2"x4"wall construction shall be insulated with R-3 minimum. - R-25 fortloors 11.) Mechanical ventilation - Shall meet the requirements of the IRC / IMC. 12.) Equipment Sizing.- Per ACCA manual S, based on loads calculated per ACCA Manual J Carpentry: as provided by a third party HERS rater. 1. All lumber shall be Douglas fir larch#2 and better(Fb = 875) unless otherwise noted. 13.) Lighting- A minimum of 75% of permanently installed fixtures must have high-efficacy 2. All lumber in crawl spaces to be 18" above scratch coat. Maintain 8" min. foundation exposure. VICTOR CJNEO 3. Sills to be ACC! and securely flashed with a termite shield. Also provide sill seallinsulation. Size of sill to lamps. be (2)2"x 6" unless (1) 2" x 6" is necessary to match floor heights with the existing structure. 14.) All HVAC, Plumbing, & Electrical Systems shall meet the IRC chapter 11 Energy ARCHITECT P.C. 4. At flush frarning use 16 gage metal joists hangers by"simpson" or equal. efficiency, IMC, IECC. It shall be the responsibility of the general contractor to submit in 5. Minimum,double headers and trimmers around all openings in floors, roofs, and walls, detail the design, calculations, drawings, written statements of the mechanical air 6. Double all joists under parallel partitions, posts, and bath tubs. conditioning, ventilation, heating systems new, existing, or upgraded stamped b a 154 LAUREL ROAD 7. All beams, girders, etc. to have min. of 3 "bearing g g Y 9, P9 ) P Y professional en ineer if required b the owner or building official. EAST NORTHPORT,NY 11731 8. Min, header to be (2)2" x 10" unless otherwise noted. p 9 q Y g 631 261-2744 H 9. All wood sills and wood in contact with masonry/concrete to be ACQ treated. 15.) Additions, alterations, or renovations shall comply with IECC 2015. Unaltered portions ( > 10. All exterior sheathing shall be nailed as per fastening schedule. Generally, sheathing is of/"thickness on of the existing building are not required to comply with this code. 1/2" walls and roof and is of cdx grade, unless otherwise noted. See floor plans for additional nailing or different 16.) Minimum one programmable thermostat shall be provided for each separate heating and STROKE nailing requirements when applicable. Project Name and Address The construction type 11. Sub flooring, generally, to be of%" inch thickness and of cdx grade nailing as per fastening schedule and cooling system in accordance with section N1 103 control systems. designation shall be glued. 17.) All exterior wall/floor/ceiling joist shall be air sealed and insulated in accordance with ARCIERI "1", '91", "111", "IV"Or"V" 12. Exterior sheathing to be covered with "tyvek" house wrap or approved equal. Table R402.4.1 .1. Apply a fresh bead of caulk to the top and bottom plate immediately prior to indicate the construction classification of the Electrical to installing gypsum wall board. D R structure under DESIGNATION FOR STRUCTURAL [dotes and Specifications ESIDENCE section 602 of the BCNYS COiVlPONENTS THAT ARE OF It is the contractor's responsibility to keep this construction document on site at all times. It is also the contractor's CLIMATIC AND GEiDGRAPIIIG DESIGIti CRITERIA TRUSS TYPE CONSTRUCTION responsibility to read all notes, specification and be familiarized with the plans prior to work. WINTER ICE BARRIER FLOOD AIR MEAN �±+ WIND SPEED SEISMIC SUBJECT TO DAMAGE FROM ■ around Snow DESIGN DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL 1495 SSOUT OLD NY ERS H 66F" FLOOR FRAMING,INCLUDING General: Load TEMP REQUIRED INDEX TEMP ■ ■ GIRDERS AND BEAMS Topographic Special Wind Wind Borne CATEGORY Frost Line ■ ■ 1. No work to start until approved plans are obtained from the building department. Speed MPH Effects Region Debris zone Weathering Depth Termite aR" ROOF FRAMING 2. All construction shall be performed in a workman like manner. All dimensions, conditions and applicable MA N information of existing site shall be field verified by general contractor. 20 PSF 130 MPH YES NO YES g Severe 3 0„ Moderate to 1 C Yes (Req'd) NO 1500 < `l .,R` 4. ��� FR F11-400111ANDROOF FRAMING 3. All work shall conform to national, state, and local codes and all authorities having jurisdiction. 1 MIL03 /26/ 19 SEE PLAN E Heavy Date: Scale STANDARDS MD CODES 4. Ground Fault Circuit interrupter protection shall be used for all receptacles in the6 following locations: Bathrooms, Kitchen counter level, Outdoor, Crawl space (above flood plain), Bar sink. CODES: Sheet No. 5. Arc Fault receptacles shall be used in all other locations. 1. Structure shall be designed and built according to the 2015 International Residential Code with the New York State 2017 Uniform Code Supplement 2. ICC 600 -2014 3. Drawings shall complywith 2015 international Residential Code with the New York State 2017 Uniform Code Supplement. 4. Drawings shall comply with 2015 International Energy Conservation Code with the New York State 2016 Supplement to the NYS Energy Conservation Construction Code. 5. The National Electrical Code. PRE ENGINEERED WOOD SIGN 6. All local codes and zoning ordinances. 7. To the best of my knowledge, belief and professional judgment, these plans and specifications are in compliance with the 2015 IECC 2"d printing as adopted by NYS and Al" 000 ATTACHE TO EXTERIOR OF ELECTRICAL BOX the 2016 NYS Energy Code Supplement. 8. Foundation design based upon presumptive load bearing values of sandy gravel and /or gravel at 2000 lbs. per square foot. Contractor to consult engineer if different soil materials are found upon excavation or test hole, for alternative footing and foundation design. 4A2.0 MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC INSULATION GENERAL NOTES: 6068 Fr, nch Dr. _ _ 1.All work shall conform to national, (2) 2 12 Simpson state, and local codes. HDU5 2. All unnoted or non-visible easements are the responsibility of the owner/ contractor. x 0 I - A � 3. It is the contractors responsibility to familiarize himself with all aspects of N these documents prior to beginning any ,01 / KITCHEN - -- ----------- work. 4. These drawings are the property of BEDROOM BEDROOM i -iN 6, Victor Cuneo Architect PC.Victor Cuneo - -- Architect PC retains all common law _- LLEXPANDING FOAM SEALANT AT PERIMETER statutory and other reserved rights, 1 - ' including the Copyright therein.Victor p CONTINUOUS BEAD OF SEALANT 3 - Cuneo Architect PC bears no 1 DRYWALL CEILING responsibility for their unauthorized use. xl Relocate chimne CEILING GYPSUM cv s RECESSED LIGHTING FIXTURE BOARD 5. Victor Cuneo Architect PC shall not to exterior w DN N I AS AIR BARRIER control nor charge of and shall not be CCNTI NUCU5 BEAD responsible for construction means, - _ OF SEALANT methods,techniques,sequences,or C (2) 1_-15" 11 7/8" LVLS Ridge >Xt procedures,or safety precautions and ------------ Nprograms in connection with the work, for ry SEALING@NEW RECESSED CONTINUOUS BEAD the acts or omissions of the contractor, (i F M LY ROOM OF SEALANT subcontractors or any persons performing LIGHT FIXTURES any of the work, t the failure of any of nc CAI I I 1 them to carry out the work in accordance x , with the contract documents. CAM UL listed Direct O NTS CONTINUOUS MINIMAL N!'I Vent gas F.P. x 0 , EXPANDING FOAM AT 0 � WINDOW PERIMETER -icv N BEDROOM LIVING ROOM - BLOCKING AT 24" o. . O m x OO cv OO N � SIDEWALL � (2) 2x12 m • Simpson . ; • • HOLDDOW 2-IC d COMMON WINDOW UNIT A5 AIR BARRIER ' • NAILS IC" o.c. 7'-O" • A 4'-O" • CORNER STUD CONTINUOUS MINIMAL z WALL SYMBOLS NEW ADDITION ® • CONNECTED TO EXPANDING FOAM AT TRANSFER SHEAR WINDOW PERIMETER FLOOR PLAN I 38850. FT. ADDED EXISTING WALLS O NEW WALLS WALLS CONTINUOUS BEAD o OF SEALANT CONTINUOUS BEAD ANDERSEN 400 TW SERIES LOW E4 GLAZING 2 HOLD DOWN BRACKET OF ADHESIVE R.O. O R.O. Unit fwlanufacturer Remarks Width Height Number U SHOD SIMPSON HDUS CONTINUOUS BEAD OF SEALANT A '-8 7/8" 5046 AKNDERSEN EGRESS = °z A 2.0 License/ Seal 3'-o" 6" — NAILING SCHEDULE impson Ci — — — — — — — — — — — — — — - DUS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING CONTINUOUS BEAD i, �xi�tin � Attach new cv foundation to I „� _ ROOF FRAMING OF SEALANT existin with #5 re bar Direct went ; e I Rafter to top plate (toe nail) 4 -8d Common Per joist Ceiling joist to top plate } 12 o.c. vertical. I _ I ( toe nail) 4- 8d Common Per joist CONTINUOUS SILL c. , GW135 I I Ceiling joist to parallel Rafter (face nailed) 4 - 16d Common Each lap SEALER X ® I W I I :Ceiling joist laps over partitions (face nailed) 4- 16d Common Each lap \ FULL WIDTH OF EXISTING GRAWL SFAr-,,E IXa N =icv x New I Collar tie to Rafter(faced nailed) 3 - 1Qd Common Each connection MUDSILL O :Blockin to rafter toe nailed 2-8d Each end FOUNDATION WALL AS � x8f�. I g ( } B ;Rim board to Rafter (end nailed) 2- 16d Each end /� / AIR BARRIER N i 2.o WALL FRAMING X\ CONCRETE SLAB AS, nI I Top to Top plate (face nailed) 2 - 16d per foot Top plates at intersections (face nailed) 4-16d perjoint/each side \/\/�\ AIR BARRIER VICTOR CUNEO 'Stud to Stud face nailed 2-16d 24" o.c.UF \ \ \ ' rade I Header to Header(face nailed) 16d 16" o.c. along edges / /\ ° ° ARCHITECT P.C. Slab on G --� dJ Top or Bottom Plate to Stud (end nailed) 2- 16d per 2 x 4 stud I 4" renif. concrete slab I I on 6 mil vapor barrier r 3 - 16d „ „ - -„-per 2 x 6 stud p I 154 LAUREL ROAD 0 �� N 4 - 16d per 2 x 8 stud and 5 compacted porous I I / a f i I I I I Bottom plate to Flr.jst, Bandjst, Endjst or Blking (face nail) p 2 - 16d perfoot EAST NORTHPORT,NY 11731 \ \ \ \ �\ (631)261-2744 foundation I I FRN Under exist ng I I ..._..... . ... .. .._. . .. .. . ..... FLOOR AMI . .....,,.�G...... ... 'Joist to sill, top plate or girder(toe nailed) 4-8d per joist Bridging to joist(toe nailed) 2 -8d each end Project Name and Address EX ST NC DRAWL SAGE I Blocking to joist (toe nailed) 2-8d each end Bicoking to sill or top plate (toe nailed) 3- 16d each block ARCIERI rn Ledger strip to beam (face nailed) 3- 16d each joist Joist on ledger to Beam (toe nailed) 3-8d per joist 3 TYP. SEALING DETAILS RESIDENCE d Band joist to joist ( end nailed) 3- 16d per joist X Band joist to sill or top plate (toe nailed) 2- 16d per foot NTS Attachnew foundation to _.__................ ...................................... .... d..................._.. .................. ................_. . ............................ . exisg tinwith #5 re bar @ I ROOF SHEATHING 1495 FOUNDERS PATH 12' o.c. vertical. I I Structural panels Interior Zone 8d 6" Edge/ 12" Field SOUTHOLD, NY — — — — — — — — — — — — — — — -� Structural panels perimeter edge zone 8d 6" Edge/6" Field son __..._. _......p .._ _. _g..._..._. .._,,. ._..___.__..._ __.._.._ _ _.. _. __._.... ........._. . _-.. � ...__..._.. ... - - - - - - -- - - - - - - - - - -- - CEILING SHEATHING Gypsum Wallboard 5d coolers - 7" Edge 1 1Q" Field Date: Scale WALL SHEATHING 03/26/ 19 SEE PLAN Structural Panels 4' Edge zone 8d 6" Edge/ 12" Field Sheet No. NEW ADDITION Structural panels Interior Zone 8d 6" Edge / 12" Field Gypsum wallboard 5d coolers 7" Edge / 10" Field FLOOR PLAN • y e •g .. _ _.._ _ WALL SYMBOLS _____._.__._._...._-__�___ NOTE: Verif existin floor het ht and FLOUR SHEATHING ad ust new foundation to match ._.. D EXISTING WALLS J Structural Panels 1" or Less 8d 6" Edge 112" Field new f loor h tith the existin f---- —1 NEW WALLS g - wg Strctural panels greater than 1" 10d 6" Edge! 12" Field ; C -. _- -� REMOVED WALL5 floor het. A, NOTE: Align roof rafters with O 2 studs. 1 Typical all New Roofs Main Roof 0 Moisture Stop underlayment F.O Aspholt Shingles O GENERAL NOTES: Roofing paper T 2 ------- -- --= ---- -------- -- --- — from coves edge to 2'-0" 1/2" Plywood inside the exterior wall 12 2 x 10 r.r. 16" o.c. 1 1. All work shall conform to national, line of the house 6 ® state, and local codes. _- 2 x 4 collar 2 Closed cell spray foam R-22 Insvl. 2.All unnoted error-visible easements ties I6 0.c. are the responsibility of the owner/ O 3. It is the contractors responsibility to Overhang to match existing familiarize himself with all aspects of these documents prior to beginning any _ - - - work. s Simpson LRU28Z Jst. hanger O 4. These drawings are the property of __- : Victor Cuneo Architect PC.Victor Cuneo --- L connection Vinyl beaded Soffit Architect PC retains all common law I_J1-111 -- -- ---- -- - statute and other reserved rights, 6 x C Column with solid WaII Const. including g L TD -- - - bre, to to of foundation Vinyl Siding g the Copyright therein.Victor ---- -- ❑❑ - O g p "Tyvek Housewrap" ZONE 1 ZONE 2 ZONE 3 ZONE 4 Cuneo Architect PC bears no � ---- cq Floor Gorst. 1/2" PI wood responsibility for their unauthorized use. 5/4" Plywood Glue/ c ew 2 x 4 studs 16" O.G. FIELD 8" O.C. 12" O.C. 3' O.C. 4 O.C. 5. Victor Cuneo Architect PC shall not _--=_ -_ _ - - - I----- ---- - '----- =- S x 8 �.�. I2" o.c. >, „ control --- -- 2 R-I5 F.O. Batt Insu 1. PANEL EDGES 4 O.C. 6 O.C. 3 O.C. 3 O.C. nor charge of and shall not be -- -- --- - � Solid Blocking �� 6 R-25 F:.G. Batt insu I g 1/2 Gyp. Bd. responsible for construction means, at midspan methods,techniques sequences or 1-1/4" 20 gage strap attach procedures,or safetyprecautions and with (5) 86 nails from stud to ROOF NAILING programs in connection with the work for rim joist, Simpson LPT4 plate from 2" Closed Gell 5prou 2" Closed Gell Spray rim joist to sills. the acts or omissions of the contractor, NEW ADDITION foam around per'meter foam around perimeter 140 Vult WIND ZONE (5 SECOND OUSTS) subcontractors or any persons performing re bar at top an Seal Bill USE 1/2" GDX ROOF SHEATH I NO any of the work,or the failure of any of = bottom f wall 5/8" Dia. anchor bolts 3'-0" O.C. FASTEN WITH 8D COMMON GALVANIZED NAILS them to carry out the work in accordance FRONT ELEVATION Siding lines indicate the extent of added `n 12" From sill ends, Min. 7" embedment 2" X II 1/2" OA. - PATTERN AS INDICATED BELOW with the contract documents. construction but not the extent of work re wired 1/4" = 1'-0" to complete project g p r- 3" X 5" Bearin late washer with each 4" Reinf. concrete; slab anchor bolt. on 5" compacted Iperous _ fill and 6 mil vopo�r barrier Slab existing basement Damproofing 8" Concrete foundation wall - --_-_ _ on 16" x 12" footing w/ two #5 re bar continuous 0 0 0 — -------------- - #5 re bar from wall to footin - --- ----------------- - -- - - _ - --- --- - -- - A04 SECTION - i — — --------------- --- - -- --- -- I- U 4 -- -- -- � IL ILJUL zC5 < 4' > 11 A0 NEW BA EMENT4 4' p -�------- - --- BAS MENT ,- ZONE 5 ZONE 6 FIELD 12" O.C. 12" O.C. NEW ADDITION [PANEL EDGES 6" O.C. 6" O.C. _ A REAR ELEVATION siding IineS indicate the extent of added construction but not the extent of work required STALL NAILING SCHEDUL] z „ to complete project � I/4 I,'D Vult WIND ZONE (5 SECOND OUSTS)Align bottom of new slab with USE I/2" GDX WALL SHEATHING bottom of existing footing FA57N WITH 8D COMMON GALVANIZED NAILS 2" X 1 1/2" OA. - PATTERN AS INDICATED BELOW License / Seal Match Existing roof slope i PARTIAL, SECTION -- — -- — 1/4" = 1' .101 -0" $r -- --____- _- ---- ---- ------- --- --- TA E3L E R602 . 10.4- E�RA C., O 1�E T H O D 9 � — - ----- _- -- - - - -- ------ - ---- -- - -- CONNECTION CRITERIAo -- - - -- -- - METHODS, MATER I Al- M N I MUM TH I C<ESS F I OLRE - - ------ --- - FASTENERS SFAC I N �7 -- - - f EXTERIOR SHEATHING PER -- -- - - - - - 6" EDGES 12" FIELD TABLE R602.5 (5) i ---------- ------- --- _ --- - -__-_ I ----_--- CONTINUOUSLY SHEATHED 'x WOOD STRUCTURAL PANEL i INTERIOR SHEATHING PER TABLE R602.5 (1) or 8602.3 (2) VARIES BY FASTENER VICTOR CL NEO - --- ------------------- -------------------- - -- - -- ARCHITECT P.C. LJ c,5-0 b'c 154 LAUREL ROAD CONTINUOUSLY SHEATHED SEE METHOD GS-NSF SEE METHOD GS-WSP EAST NORTHPORT,NY 11731 RIGHT ELEVATION siding lines indicate the extent of added WOOD STRUCTURAL PANEL onstruction but not the extent of work required Z ADJACENT TO GARAGE _ (631)261-2744 to complete project OPENINGS ILL! Project Name and Address T_ TAE3LE R501 .2 . 1 .2 : KN>DE3ORNE DE5RIS PROTECTION FASTENING GS_PF ARCIERI SCSI=DULE FOR V�100D STRUCTURAL PANELS ® CONTINUOUSLY SHEATHED 1�6ii SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 PORTAL FRAME RESIDENCE FASTENER SFAC I NO z i--H -- - AST N R TYKE 4 FOOT 6 F00T O 1495 FOUNDERS PATH PANEL SPAN < PANEL SPAN < PANEL SPA long X 0.12 dia. (fY2" Y2" thick sheathing) SOUTHOLD,NY 4 FOOT < 6 FOOT < � FOOT d IV2 ®r 25�52 fow - - - _. l__ _-_-.__.. _ 1 3/4" long X 0.12 dia. „ GS-SFB ii (for 21/32" thick sheathing) 5 EDGES 6 FIELD NO ,5 �OOD ��� CONTINUOUSLY SHEATHED inOximurn �� p galvanized roofing nails or ad common Date: Scale : 5SF,) ANCHOF, ILII TH0 STRUCTURAL FIBERBOARD Stud SpOC�n� (2 72" long X O.I51" dia.) nails j 03 /26/ 19 SEE PLAN INCH EM5EDMENT LENGTH Sheet No. 2 NO. 10 WOOD SCREW: FOR SI : 1 INCH = 25.4 rnrn, I FOOT = 504.8mm, I degree = 0.01-75 rod, I pound per so[Uare foot=47.8 N/rn I mile per hour = 0.44-7 rn/s. 5ASED ANCHOR KTW 2 16 12 1� a. Adhesive attachment Of well sheathing including Method 05, shaill not be permitted in Scismic, Design Categories O, Do, DI and D2. INCH EME=DMENT LENGTH b. Applies to panels next to garage door opening where supporting gable end well or roof load only. Shall only be used on one well of the garage. In Seismic, Design Categories Do, D, , and D2 roof tc,overing dead load shall not exceed 5 p5f. %4 INCH LAO SCR IM c,. Garage openings adjacent to a Method CS-O panel shall be pirovided with a header in accordonce with Toble R602.5 (1). A full 5ASED ANCHOR NITSI 2 16 1 16 height CIcor opening shall not be permitted to a Method C5_0 poneI. INCH EM5EDMENT LENOTH d. Method CS-SFB does not apply in Seisrnic, Design Categories Do, DI , 1::)2. e. Method applies to detached one and two-family dwellings in Seismic Design Cotegories DothroUgh D20n1y.