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HomeMy WebLinkAbout42018-Z FO(,&�OG� Town of Southold 10/16/2018 ti P.O.Box 1179 o - o _ 53095 Main Rd y,1j0` �ap� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39976 Date: 10/16/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1635 Smith Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 98.4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/22/2017 pursuant to which Building Permit No. 42018 dated 10/2/2017 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: covered entry and alterations to an existing one family dwelling as applied for. The certificate is issued to Shea,Martin&Mari of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42018 6/19/2018 PLUMBERS CERTIFICATION DATED 6/25/2018 Mattit k Nmbing&Heating 6.0 th riz ignature o�SUFFo��-�o TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42018 Date: 10/2/2017 Permission is hereby granted to: Shea, Martin & Mari 106 Chesnut St Garden City, NY 11530 To: construct interior alterations to an existing single family dwelling as applied for. At premises located at: 1635 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot# 98.4-17 Pursuant to application dated 9/22/2017 and approved by the Building Inspector. To expire on 4/3/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $574.40 CO - qa_T1CF O DWE ING $50.00 otal: $624.40 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: +1I � �r�A_ (L, House No. Street Hamlet Owner or Owners of Property: , Suffolk County Tax Map No 1000, Section Block `7 Lot 1� Subdivision Filed Map. Lot: Permit No. � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ l-� Applicant RignatWe OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ���� �o roper.richertt town.southoId.ny.us �4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Shea Address: 1635 Smith Road city,Peconic st: New York zip: 11958 Building Permit* 42018 Section: 98 Block: 4 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: G &S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 28 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 14 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 32 Twist Lock Exit Fixtures TVSS El Other Equipment- 2- Bath Fans, 6- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: June 19, 2018 0-Cert Electrical Compliance Form.xls � � ` ;zr'• '�f f Tele phone(631)765-1802 P.O.Bos 1179 Pax M I I 7M.A M Southold,NY 11971-W59 + Y� BUMDING DEPARTMINT nD r TOWN:OF SOUTH[OLD , JUN 2 6 2018 BMDING DEPT. CERTIFICATION T�a� T s U HOLD Date: (� l Building Permit No. ai;,® f { Owner: f (Please print) AA Plumber: o.T`�; vr✓Ct P(-MLI," �. (Please print) f I certify that the solder used in the water supply system contains less than 2/10 of I% lead. , (P tubers gnature) 2,Sworn to before me this 2 day o 20 AS' CHELSEA L. CHALONE Notary RubliC, State of N'ew York Fte-gisirat'ion#010116287106 C�ualified in +ffolk C§ 20yZ� Commission-Ex Arg• SIJ ' :'A Notary Public, ' County ' Yvb� �O�aOf SOUlyolo , ��'YOOUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAM ING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Y kv DATE qfol INSPECTOR v©11 ��Of SO(/Tyo TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPEC CN [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Prp,� L DATE INSPECTOR (J SOF so H O i 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PdUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) MARKS: M ke D) Q � VCA DATE INSPECTOR OE SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION C" [ ] 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: L � OC DATE �7 INSPECTOR OP SOUTy06 TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 .u rg INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATEb g' � INSPECTOR q�/o SOUTh�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765.1802 INSPECTION- I FOUNDATION 1ST [ ] UGH PLEIG. [ ] 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 (pbof INSPECTOR f - � FIELD INSPECTION REPORT7DATE COMMENTS t� FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) CIO z cA ROUGH FRAMING& PLUMBING y IA femms4v- -lArkv r 10RUA& INSULATION PER N.Y. �H STATE ENERGY CODE s ' r -52(in Ala FINAL ADDITIONAL COMMENTS ? — e rffi 14iiicl 17 . OcJ 20�� o ��l 3 rn H � t-1 Tp9",,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) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 2��v:�Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined F, 20 Storm-Water Assessment Form lot Contact: Approved 20_T?__� Mail to: LSM LAIICU Disapproved a/c Phone: -1 0 S_-o o 5 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date `�• I J 720 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. ,b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be 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 Il icable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspecto s oa e > i ecessary inspections. SEP 2 1 2017 (Signature of applicant or name,if a corporation) BUI)LDlx(''DEPT• (Mailing address of applicant) TOWN OF SOUMOLD State whether applicant is owner,lessee,agent,architect, engineer,general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1 (0 ,545 C#.141K House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot ( 1 , 2.' State existing use and occupancy of premises and intended a and occupancy of proposed construction: - a=- Existing use and occupancy b. Intended use and occupancy -� 3. Nature of work(check which applicable):New BuildingAddition Alteration_ Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front =6 Rear c°p` Depth -S,9 Height )ce — Number of Stories I 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 e-- Number of Stories 9. Size of lot:Front 100 / Rear Depth 1051 f tv 1 au r 10. Date of Purchase D I 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 X 13. Will lot be re-graded?YES NO--/IC Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises_ —GkUeA-.— Address Phone No. Name of Architect Address Phone No 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 E 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 I�w being duly sworn, deposes and says that(s)he is thea plicant (Name of individual sighing contract)above named, CONNIE D. UNC (S)He is the 51 Notary Public,Mte of Now York N0.01 SU81 85050 (Contractor,Agent,CorpoGusilfied in&&*C-GuPty rate Officer,etc.) Commission Expires AM of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efme th' lay of 20D Notary Public Signator of AppnM,nt Scott A. Russell ,��°Su �v STORMWA\T)E]k SUPERVISOR MAN SOUTHOLD TOWN HALL-P.O.Box 1179 v' Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWING. � i Yes NO (CHECK ALL THAT APPLY I ®((([[ ] A. Clearing, grubbing, grading or stripping of land which affects more r than 5,000 square feet of ground surface. M4 B. Excavation or f filling involving more than 200 cubic yards of material j within any parcel or any contiguous area. j El[P C. Site preparation on slopes which exceed 10 feet vertical rise to 'C 100 feet of horizontal distance. I ❑LP D. Site preparation within 100 feet of wetlands, beach, bluff or coastal j erosion hazard area. ®1�1 E. Site preparation within the one-hundred-year f loodplain as depicted i 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. �C 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. --- —— -- S.C.T.M. #: 1000 Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) i Distn t '7 NAME- ' O vVpf Section Block Lot I /�` /� FOR BUILDING DEPARTMENT USE ONLY**** I Contact Information: 5 1— � /0� I (ieiephmo•Nuvb.3 j Reviewed By: — — — — — — — — — — — — — — — — — I � I Date: Property Address/Location of Construction Work: i — — — — — — — — — — — — — — — — — I Approved for processing Building Permit. Stormwater Management Control Plan Not Required. I Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) I FORM # SMCP-TOS MAY 2014 ji A , E i t Town fia0 Annex Telephone(631)965-18M 54375 Main Road P.O Box 1179 , Roger flCnP�t(��Smus Southold,NY 11971-0959 . BURDWGnEPATAMrr i APPLICAT19N FOR ELECTMAL INSPECTION l €£VIES TIED BY i Date: 7 parry Name: G' v -c. 9 La�-rr,c— N . e rfse No.: t 70 ress: V �oV- cjr,-10 cra JOI3.StTE INFORMATION: (*Indicates required infornmuon) { *Name: �1 *Address: *Cross Street: *Phone No.: �s 1 �7� .�� 7® - PerEnit No.: TaxUap District: 4000 Section: Block: Lot: *13R[t=F DESCRIPTION OF WORK(Please Print Clearly) (Please,Circle All That Apply) *Is job ready for inspection: yES NO Rough In Final *!`?o you need a Te1x1p Cext�#ica#e: 1�ES NO Temp Infiormation(U.needed) *Service Size: 9 Phase 3Phase 100 r 15o 200 340 350 400 Other New SeMce: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: EAYMENT DUE WITI l APPLICATION Vk •�� s� ��o� �o���`ra� .824tewest for inspection Form `13 Pontino, Susan From: Dwyer Design <nancydwyerdesign@aol.com> Sent: Friday, October 12, 2018 10:39 AM To: Pontino, Susan Subject: Fwd: Smith Road, Peconic Attachments: updated res check.pdf,ATT00001.htm Hi Sue, I had emailed the Rescheck over to John back in June... it's attached in the forwarded message below. Let me know if something else is needed. TGIF! Nancy Sent from my Whone Begin forwarded message: fi_ ;From: Nancy Dwyer<dwyerdesi ng s.inc&yahoo.com> Date:rJiune2g920�1�8at8+56©©1 -AlVIF1D�"1! f To: John Jarski<johnj&southoldtownny.gov> Subject: Smith Road,Peconic Refply-To: Nancy Dwyer<dwyerdesi ng s.inc&yahoo.com> `� F� Good morning John, s� Attached is the updated REScheck for the little house renovation on Smith Road wl4i,ch Don Bracken is just finishing up now. Originally I didn't provide much of a res because exterior walls were staying, but the' project grew. R-values are installed as indicated. I can drop off a copy of this as well if you need, just let me know. Thanks, Nancy Dwyer Design Consulting, Inc. °r PO Box 632 " °Southold, NY 11971 6'31,1--765-8905 1 S ORA�1 BI Q)� IY 69E X10 d�8 d d® Vn-p a p/ n+ov�is o REco� ro ALTEPAM PruOR DIZION ANY, NOT SHOWN ARE NOT �pF 7FIE NElI!YORK STATE Arora- tf 2fl sf. of NOT Premises known CIS: Tt�w�suRVEroR�LNLt®seAL.OR p,,,,,a EMBOSSED SEAL.SHAM NOT eE CONSIDERED 11 105 Smith .wool P=,j. TO BE A VALID TRUE COPY. GIlARAN1EE5 INDICATED HEREON SHALL RUN onar ro D!E L'Eft9DN FDR LYl: n/E SURVEY . is PIffPARFD,AHO�I HIS BEWILF ro THE Tn1F COMPANY,G61/ERMtFAITAL AGpvoy AND • -JNS7�Ao)4. pM ANA Neck R ro THE ASSIGNEES OF THE LELmWG tNs1h Indian ` 'O� TUnON- CIbWAN713 ARE NOT TRANSFEMg� 1 1 Los 32 i 105.01 w I00"E c�9�m °Y" ° °w�too 1911 jsJ4 37' u F.- test 1mm >O UA � � o j oc PO of LOS 34 20 1 $ Cal StY r � o o� \ 1 i Eat r: \ 1 i 4Y f„ F S �. \ ti► �^"_- �� i WoFOer - a k tri - CD �;p \ ME 145 d P- tAEW W. ti 41. vol _ o �O LAl3DgJ cea to: Survey of Pal of Lot 34 MAP OF INDIAN NECK PARK MAHrAI SHIA AND NAS SHIA FILED MAY 27, 1913 AS FILE No. 551 aNW A8S1W.INC.(EA1858-S) C0WOA%TN W VIE=PALACE COMPW situate at Indian Neck, near Pe=IC Town of Southold ErATE W. Minto, L.S.P.C. Suffolk County, New York ROFESMONAL uwo suRVEYOR LICENSE NWa13EER 050671District 1000 Sec#ion 98 Block 4 Lo# 17 Woodsy e- �eSct a �_ ' eaeh, N.Y. 11720 /���D����'w+eyei#�u QY 8, 204 7 /FAX (631) 560-1202 w. APIUC SCAM - (631) 766-9714 o to20 10 kemintcispe®gmO7.eom m t FEST) - �lath= 24Tr fE. REScheck Software Version 4.6.3 Compliance Certificate Project Shea 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: Smith Road Dwyer Design Consulting, Inc Peconic, NY Southold, NY Compliance: Passes using UA trade-off Compliance. 0.0%Better Than Code Maximum UA- 257 Your UA- 257 Maximum SHGC- 0.40 Your SHGC 0.28 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 Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,530 30.0 0.0 0.033 50 Wall 1:Wood Frame, 16"o.c. 1,610 13.0 0.0 0.082 118 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 169 0.300 51 SHGC: 0.28 Ceiling 1: Flat Ceiling or Scissor Truss 1,530 51.0 0.0 0.025 38 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In REScheck Version 4.6.3 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Shea Residence Report date: 06/29/18 Data filename: CAUsers\Absolute #2\Documents\REScheck\shea alternate.rck Pagel of 9 cREScheck Software Version 4.6.3 l�(J Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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. A;, ,a,• aM2.r ..K.. N. ,n;,& ,•i. .?;x: Yh„'�:m'�`+,^y,•t, ”"•ya+'ka,,,S+", ::n;;<;"Y,M •Jg`.: d:eu.ax,;r'&";' „y,,y.:,.,y;>Yr,,i.sBM ti;:^"x"•,fir., S®ct�on" a u< ,a; nspectionk °� :a ,`*iPlans 1/erif�®dI�V P1�e I /Plan Review alue � ' `'rYalue; 9 r��ompl�es' =ComrroentsJAssumplions , 103.1, :Construction drawings and ❑Complies ; a 103.2 !documentation demonstrate "` , ' ' ❑Does Not [PR1]1 ;energy code compliance for the 00 :building envelope.Thermal '+ �r. ❑Not Observable , envelope represented on ❑Not Applicable construction documents. t 103.1, :Construction drawings and '" � ❑Complies ; 103.2, documentation demonstrate a. . , fir. ❑Does Not YA, R ' 403.7 :energy code compliance fore. ❑Not Observable : [PR3] Systems serving and maultiple nical systems. 1 ❑Not Applicable :dwelling units must demonstrate , ;compliance with the IECC �,�, . Commercial Provisions. �,,�,"" .`rxs,�.��! • � .^�, 302.1,'.,! ' ;Heating and cooling equipment is: Heating: : Heating: ;❑Complies ; 403.7 ;:sized per ACCA Manual 5 based I Btu/hr Btu/hr :❑Does Not [PR2r on loads calculated per ACCA Cooling: Cooling: :❑Not ObservableManual ; .app oved by the code official.or other methods Btu/hr Btu/hr :❑Not Applicable Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) 1,2 11 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Shea Residence Report date: 06/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\shea alternate.rck Page 2 of 9 SOCtIOn. " 'S ;;* ,�y�, "s, z ars far + w �y # MI'Mndation Inspection Complies? Comments/Assu'mptions. 303.2.1 'A protective covering is Installed to ;!_Complies ; [FO11]2 ;protect exposed exterior insulation T❑Does Not ;and extends a minimum of 6 in. below grade. :❑Not Observable: j ;❑Not Applicable 403.9 15now-and ice-melting system controls;❑Complies ; [FO12]2 jinstalled. ;❑Does Not U UNot Observable 1; ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Shea Residence Report date: 06/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\shea alternate.rck Page 3 of 9 e D W 4, chi.ection ifiedOmc , M5,riiing"/Rough In inspection5 ' , 402.1.1, :Glazing U-factor(area-weighted U- U_ :oComplies ;See the Envelope Assemblies 402.3.1, :average). UDoes Not :table for values. 402.3.3, 402.3.6, �,E]Not Observable 402.5 :E]Not Applicable [FR2]1 303.1.3 U-factors of fenestration products []Complies [FR4]1 :are determined In accordance E]Does Not :with the NFRC test procedure or :taken from the default table. E]Not Observable E]Not Applicable 402.4.1.1 Air barrier and thermal barrier Elcomplies [FR23]1 installed per manufacturer's E]Does Not instructions. E]Not Observable 0Not Applicable 402.4.3 :Fenestration that is not site built OComplies [FR20]1 :is listed and labeled as meeting ElDoes Not :AAMA/WDMA/CSA 101/l.S.2/A440 00 :or has infiltration rates per NFRC []Not Observable 1400 that do not exceed code E]Not Applicable :limits. ,46 d recessed lighting fixtures ElComplies R16] 2 sealed at housing/interlor finish E]Does Not and labeled to indicate X2.0 cfM E]Not Observable ea a 11 k ge at 75 Pa. E]Not Applicable 403.2.1 :Supply and return ducts In attics ElComplies [FR12]1 Insulated>= R-8 where duct is E]Does Not >=3 Inches in diameter and>= 11-6 where<3 inches.Supply and []Not Observable E]NotApplicable .return ducts in other portions of :the building insulated>= R-6 for :diameter>=3 inches and R-4.2 ,for<3 Inches in diameter. 403.33403,3.3'.5';Building cavities are not used as Elcomp lies IFR151-. ducts or plenums. ElDoes Not [:]Not Observable % ONot Applicable piping conveying fluids R- R- :[]Complies [F- above 105 9F or chilled fluids :E]Does Not below 55 QF are insulated to 2!:R- :E]Not Observable 3. :E]Not Applicable 403.4.1 :Protection of insulation on HVAC OComplies [FR24]1 :piping. E]Does Not E]Not Observable E]Not Applicable Hot water pipes are insulated to R- R- :E]Complies [FR18]2�. 2.-R-3. :E]Does Not :E]Not Observable :his :E]Not Applicable 403:6„:; ";,Aut ,Automatic or gravity dampers are Ocomplies [FR19]2' ht 4 Installed on all outdoor air E]Does Not intakes and exhausts. rE]Not Observable[]Not Obs V E]NotApplicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2]Medium Impact(Tier 2) 11 Low impact(Tier 3) Project Title: Shea Residence Report date: 06/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\shea alternate.rck Page 4 of 9 I I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Shea Residence Report date: 06/29/18 Data filename: CAUsers\Absolute #2\Documents\REScheck\shea alternate.rck Page 5 of 9 Section Plans Verifieiii[INot s ° Insulationa!Inspectiona Complies?1. 1,Comments/Assumptions - Yalue303.1 ,All installed insulation islabeled ❑Complies [IN13]z ;:or the Installed R-values ❑Does Not ;provided. ❑Not Observable Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complles ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ; ❑Not Applicable 303.2, ;Floor insulation installed per , ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the 0 ;underside of the subfloor,or floor ❑Not Observable framing cavity insulation is In ❑Not Applicable ;contact with the top side of ; ;sheathing, or continuous Insulation is Installed on the ;underside of floor framing and ;extends from the bottom to the :top of all perimeter floor framing ;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/:of the E] Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ; Mass ❑ Mass ❑Not Observable [IN3]1 ,exterior,the exterior insulation E] Steel ❑ Steel �❑NotA licable 0 requirement applies(FR10). ; PP 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) [3' 1 Low Impact(Tier 3) Project Title: Shea Residence Report date: 06/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\shea alternate.rck Page 6 of 9 ni Wiie"M 1A A0 Ii 1� 402.1.1, :Ceiling insulation R-value. R- ;E]Complie5 ;See the Envelope Assemblies 402.2.1, d d :E]Does Not table for values. 402.2.2, El woo El woo I E] Steel E] Steel i[INot Observable 402.2.6 303.1.1.1,!Ceiling Insulation Installed per Elcomplies 303.2 ;manufacturer's instructions. [F[2]1 :Blown insulation marked every E]Does No :300 ft2. E]Not Observable E]Not Applicable ith air permeable Dcomplies 462.'2.1 Vented attics w Lri,d,dJ' :on5uiaTiOn include baffle adjacent []Does Not 'to soffit and eave vents that extends over insulation. ONot Observable 402.2.4 !Attic access hatch and door R- R- ![]compiles [F1311 :Insulation z:R-value of the :E]Does Not :adjacent assembly. I :.[]Not Observable :E]Not Applicable 402.4.1.2 :Blower door test @ 50 Pa.<=5 ACH 50 ACH 50 jElcompnes F11711 :ach in Climate Zones 1-2,and :E]Does Not <=3 ach in Climate Zones 3-8. :E]Not Observable :E]Not Applicable 403.2.3 :Duct tightness test result of<=4 cfm/100 cfm/100 UComplies :E]Does Not [F14]1 :cfm/100 ft2 across the system or ?F2 :,handler @ 25 Pa. For rough-in :E]Not Observable TINot Applicable :tests,verification may need to F :occur during Framing Inspection. 403.3.2 1 Ducts are pressure tested to cfm/100 cfm/100 bcomplies :either: Rough-in test:Total :.leakage measured with a :E]Not Observable :E]Not Applicable :pressure differential of 0.1 Inch ;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. 403.3.2.1 :Air handler leakage designated []Complies [F12411 :by manufacturer at<=2%of []Does Not :design air flow. E]Not Observable ONot Applicable Programmable thermostats omp es E]Does Not I Installed for control of primary heating and cooling systems and []Not Observable Initially set by manufacturer to T]Not Applicable lcocle specifications. UY.E2'lHeat pump thermostat Installed Complies 0-11*0'12�. on heat pumps. E]Does Not E]Not Observable E]Not Applicable Circulating service hotwater OComplies ,.systems have automatic or "'accessible manual controls. LJNot Observable 'E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) PnojectTit|e: Shea Residence Report date: 06/29/18 Data filename: C:\Users\Absm|ube #3\Documents\REScheck\sheaaltemnote.rck Page 7of 9 Section-:s-.4� Y:AM P ns Ver�fi tl Fidid'' # Final insp®coon Provisions, :,�•; ° _ e °,M, �� W 6omplies�a Comments/Assumptions g u Value° Value . ; . it.� 403.6.1 ;All mechanical ventilation system ❑Complies ; [FI25]2 tifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;and airflow limits. ❑Not Observable ❑Not Applicable 403.2 ,:Hot water boilers supplying heat ❑Complies ; [1`I26]2 ).through one-or two-pipe heating ❑Does Not ?systems have outdoor setback control to lower boiler water ❑Not Observable ; ,temperature based on outdoor ❑Not Applicable ; temperature. 403,5.1,1 Heated water circulation systems ❑Complies ; [FI28]2 ,have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are 4 not present.Controls for ; circulating hot water system !pumps start the pump with signal ; ,;for hot water demand within the ; ,occupancy.Controls ;automatically turn off the pump ; :,when water is in circulation loop ; �is at set-point temperature and I no demand for hot water exists. ; 403.5.1.2 ,Electric heat trace systems ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL []Does Not X515.Controls automatically ?adjust the energy Input to the ❑Not Observable 'heat tracing to maintain the ❑Not Applicable ; jdesired water temperature in the piping. ; 403.5.2 ;Water distribution systems that ❑Complies ; [FI30]2 ?.have recirculation pumps that ❑Does Not ;pump waterfrom a heated water ;supply pipe back to the heated ❑Not Observable ; 'water source through a cold ❑Not Applicable water supply pipe have a ;demand recirculation water system. Pumps have controls that manage operation of the ; i;pump and limit the temperature ; of the water entering the cold i ;water piping to 1045F. 403.5.4 t ;Drain water heat recovery units ❑Complies ; [FI3112 ':tested in accordance with CSA []Does Not B55.1. Potable water-side ,pressure loss of drain water heat ❑Not Observable irecovery units<3 psi for ❑Not Applicable ; individual units connected to one ;or two showers. Potable water- ; aside 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 ; [FI6]1 fixtures or 75%of permanent ❑Does Not i fixtures have high efficacy lamps. Does not apply to low-voltage []Not Observable lighting. ❑Not Applicable ; 404:1.1 ;Fuel gas lighting systems have ❑Complies ; [FI23]3 ono continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Shea Residence Report date: 06/29/18 Data filename: CAUsers\Absolute #2\Documents\REScheck\shea alternate.rck Page 8 of 9 SeCtiOn%ati'.rk t;a . 's:. w k°a, ,'; �, .:,.„ _ ,,, Plans]Ver�f�etl F,i®I J�V•enfled,4 r 3 ":, : ;w�. =.# -' Finalans ect�on Provisions :.� �Om lies.. Comments Assum tions :q ; - P --n L �; Value x. PP ID`c s .t '.�,'�ar. n�:,s°z �,•,a a. '� �a� 401.3 (,Compliance certificate posted. ° ❑Complies ; [Fi7l2 ❑Does Not ❑Not Observable , y ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ; [FI18]3 :mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Shea Residence Report date: 06/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\shea alternate.rck Page 9 of 9 n Lu O w 0 N z O o 5HEA RE51DENCE n Q c6 z O z Alterations to Exi5tin� KC51dence 6 Q } o � om N � L 510023'00"E 72.0' ;... _..: z -u} In m m s��o 0 S,3 3/ O 40' L � z O w O F- o w F— O z J m Q a� z 51TE PLAN \ SCALE: 32" [� SCTM: 1000-98-4- 17 U o Information taken from survey prepared by A-1 W Michael W. Minto, L.S.P.C. F- 0 X ® Centereach, New York Ir Q o dated May, 2017 W IL W M it O V a @) PROPERTY AREAS: 6 J cr Existing Lot Area: 1 1 ,2 1 1 5q.ft. o0 0 d N Existing House: 1 798 5q.ft (with screen room) New Entry Deck: 28 5q.ft. CN Z 7-10' OUTLINE OF BUILDING ENVELOPE ENTRY PORChQ Total Area: 1826 sg.ft. TOTAL LOT COVERAGE: I G.2% Area of Construction Includes: Interior alterations t- renovations v z W New Porch N ^a Extent of Construction: 28 sq.ft, z o o° z OU m 0 iv N 10023'00"W 100.0' Lu °3 p z C W s o SMITH DRIVE ©�� � 4 ro "Cahn.......,.. - 51te UNA UTHOR/ZED AL TER4 TION OR ADD/TION TO TH/5 DFA WING AND RFLA 70 DOCUMFNT5 15A VIOLATION OF 5FC. 7209 OF THE N.Y.5.EOUCA T/ON LAW C) Q W 0 tu z 0 t� o g � N Q N z PATCH ROOF IN AREA OF FIREPLACE CHIMNEY BEING REMOVED Q Q m / ALL AREAS A5 EXISTING; NEW WINDOWS AS SHOWN N S L G � N ' Z U_ 6� E is ILL E 0 LL LLLLU Lia 2 LJL1 FJT 11 ± IL W 6 10 11U L LLLtLm L�_WLLLLL TW 10 10 TW 10 10 10 10 TW 10 10 iLLLLLLLL I I I I I O O Lu W � W IIIIII Will III Z � J Q 11 BACK ELEVATION SCALE: 4 " ' = 1 '-0 U � 0 U h U W ^Iln = W a� W a w i I I I I I I I I I I I I I I I I I I � ALL AREA5 A5 EXISTING; w ~ , z NEW WINDOWS AS SHOWN - x 1111 11 Hill I I XIE FIN ❑ TW 10 I0 H L EXISTINGLLLLIIW Hi Z Lo 74 77 w� �+P i » LEFT SIDE ELEVATION 4 - W SCALE: 1 = 1 '-O.. a yA r.,,>�v? O Q F3 0F NES APR - 9 2018 2 T�� • UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF'�:�COPSOli()L7YCATION LAW �/LA IF or tv kp lm,-6 J,,O� C,#: � o Q N Z Z Q H j C) o m N N v- _= N z 1 111 KGIWILJV LV. J'-I Uc 3'-a' O 3 iTW26210 EGRESS S w N — —1 ld[21 Q41�2— 10 I VL 31-1 1/211 3'-7 1121, � � BATH F I 2T4C- POST HEADER I _ N w NEW = TO FOUNDATION EGRESS O N 4 EX15TING FIREPLACE U TW210410 TW210410 � � Z � TO REMAIN 2 z 2x1O` E�DER �- lI 6-5 1/2" u7Uw - I 21. 0L I BEDROOM 0 p v I4 O I y � - c� I v o � o EXISTING x� ;p O 1 0 l l 1 = z z n = W 8'-8 I/2" a z 0 143LIGHT 5Q. I I 0� I ¢ �- J BEDROOM J I 7.8%VENT B I �� m I u T, EXIS I N G — �I C9 O EXISTING STRUCTURE --- LO AT s I I 0 13.0%LIGNT ,u BEDROOM - TO REMAIN - cp 7.2%vE p -LOS z U RELOCATED EXISTING OFz �— Ili LL G-9 112" 1 12 50.Fr. lLJ O —2AG8J 2668 9.3%UGHT �� z F. ----- --� 5.1%VENT J w GREAT ROOM CLOSET 2068 �c6a i j 2668 _ �r== Q / I i-------- i— I 11 in EXISTING LI^c.o. c.o.// gLoz I I Is kj/ ----- _ 8 N N 4 3 CLOSeT / EXISTING6'_O'J D WN Ll_u_ 2608 L 3068 W = z U4 3068 Q = EXISTING J = O POCKS w Mei EXISTING STRUCTURE NSU I KITCHEN `9 n n _ TO REMAIN ~ = I I I I z DEN aLu RELOCATED - I I I 1 N i m� O 21_� _ Q� m mmm . L I X190 Waa �I-------- 51 16._,.. r --- �, ENTRY LAUNDRY N — I w2 J Q I I'_G'JL 2,_0" 2'-6"— 2'-9" 112 6„ I, "I CLOSET I�i aU 3 (� ¢Oa I 4068 WALL LEGEND: ° I I \/ o m ��' of L� G I1_6.. QQ �i \ 611 ° ° 11 0 01 3068 EXISTING AREAS TO BE REMOVED L" LLO 17,7777=, '11BAY U 0 a N cw235 6 1 TO REMAIN a - E TRY PORCH - EXISTING STUD FRAME WALLS/PARTITIONS tel, h IT-4" D - TO REMAIN A5 15. PATCH ANYSURFACE a z \\L15TING BAY 1i m m MATERIAL IF AFFECTED BY CONSTRUCTION o� 2- 7 4 LVL HEADER, �� — _u, REMAIN 7-6"ABOVE PORCH, HELD w/ TO GRADE 13'-8" Z STRUCTURAL WALL BRACKET. NEW CONSTRUCTION ¢" WRAP HEADER w/ I x AZEK. 17-T BRACKETS TO HAVE BOOIb. 4" 4" 2"X 4"STUD FRAME EXTERIOR WALLS WEIGHT CAPACITY. PATCHED IN WHERE OPENINGS BEING SEE SECTION FOR DETAILS 8$, REMOVED. R 15 INSULATION, g' PLYWOOD 'ECTION SHEATHING ON EXTERIOR, HOUSE WRAP A 4: SIDING PATCHED; 2"GYPSUM BOARD U ON INTERIOR SIDE Z FI RGIT FLOOD PLAN 2"X 4" INTERIOR STUD PARTITION, Ut w/ I LAYER-L'GYPSUM BOARD ON EACH Z SCALE: 4' = I '-O" SIDE; USE MOISTURE/MOLD RE515TANT BOARD IN KITCHEN 4: BATH AREAS t USE -� GEMENT BOARD ON ALL AREAS TO RECEIVE TILE m z � • ANY NEW WINDOWS TO RECEIVE 2- 2x 10" HEADERS O ABOVE UNLESS OTHERWISE NOTED; MATCH EXISTING WINDOW U m HEADER HEIGHTS. C° • NEW INTERIORTKIMMED OPENINGS TO HAVE 2- 2x8" z HEADERS ABOVE. OPENING DIMENSIONS AS NOTED o Lu 3� Q z 0 S W p' �/'` IC) d Q -3 E OF-- 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW Lu O Lu � N N Z_ J W Q F— OUTLINE OF FLOOR AREA ABOVE; JOIST TO BE EXISTING CRAWL CANTILEVERED OVER FOUNDATION ca PROVIDE SOLID BLOCKING, R-30 N S — ' —' — ' —'— ' —'— INSULATION t4" PLYWOOD UNDER (n L EXISTING FIREPLACE z FOOTING TO REMAIN �? CONCRETE o O z LEDGE —I O Q O (n D'-,) o o - 0 _ o�.1 x v O z � W p Z v J oz > 0 � ��-' gig N � O x zcn @)E0 � c9 � O Nla-I lo,_I„ Z O 3 ' DIAMETER STEEL _ ? __ EXISTING FIREPLACE, Q I zNEW Wn-/ c) LALLY COLUMN 51TTING ONc�`v w Ju w FOOTING TO BE 'uS Q EXISTING BLOCKS w/FOOTING IN 1 g REMOVED — QJ PLACE OF EXISTING SUPPORT PIERS I z' N u- a- WITHIN AREA BEING REMOVED, IX15TING 3- 2x 12 GIRDER, PO5T5 TYPICAL EACH END I I 4: FOOTINGS TO REMAIN 1 9 EXISTING SLAB I U m o ° ; --- - -- - -- - -- - 5 ❑ _ r� � �EW DROPPED 3-2x 12 GIRDER ALONG STAIIR � 1 i EXISTING DOUBLE 2x I O �./ EXISTING STAIR FRAMING II II p Q FRAMING AT HEATING GRATIE 12'-2" 0 p ? x TO REMAIN; REMOVE UNI 3 DIAMETER STEEL ll - Q TO REMAIN N > LALLY COLUMN BURIED IN F-I x FILL IN WITH 2x 10 FJ. PATCH U c7 24"X 24"X 12" POURED a w z 5UBFLOOABOVE z � �� R � � CONCRETE FOOTING (fYP. ALL) O _1 J II � � 4. J EXISTING DUTCH WALLTO REMAIN - `�` o a EXISTING SPIRAL STAIRS I \\ �/ w� TO BE REMOVED; PATCH\\ �� I CONCRETE a o IN FLOOR FRAMING w/2x 1 O \ i LEDGE o 1- FOUNDATION WALL LEGEND: \74 7-3 112' 7-1 1/2" O TO MATCH ALL AREA5 EXISTING 8" POURED CONCRETE U o �� \\ WALL w/ FOOTING TO REMAIN a \ 2"X G"ACQ LEDGER BOLTED O LTO HOUSE FRAME WITH 5" Q cn C9 -----� CUT BACK EXISTING AREAS TO BE REMOVED } "LEDGERLOK" SCREWS @ I G" O.G.; G l'KDERA m CANTILEVERED JOIST � Z h HANG D.J. FROM LEDGER WITH N o I IN AREA OF BAY WINDOW; =U, 51MP50N LU25 CONNECTOR �-- - PROVIDE NEW, 515TE D FOUNDATION NOTES: Z a� 1/0 1-0' JOI BAY SHNTIL OVER • DOUBLE JOISTS UNDER ALL PARTITIONS OUTLINE OF NEW COVERED ENTRY DECK ABOVE RUNNING PARALLEL Ix5" RIM BOARD t SCREENING PORCH • 4"TtG PLYWOOD SHEATHING ABOVE ON NEW TO GRADE SECTION JOISTS TO BE GLUED and SCREWED • R 19 INSULATION WITHIN CEILING OF NEW 6"X G" POST ON 10" AREAS; VERIFY INSULATION IN EXISTING BASEMENT 50NOTU13E W/POURED Z_ CONCRETE FOOTING 20"X 8"d. Z FOUNDATION FLAN J � D SCALE: 4' = I'-O" z O � U m Z � Y W p z S F ED/.gyp '`�•, W OO�j <�'� '.t C) z s o r U z OF �'E`�y ✓''y 4 UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 0 LUOLU °L NAILING SCHEDULE ~O N 20C 1 55C HlG"t".'+':D ED•TION V,'OOD rRiA"C CCN5TRUCTICN MANJAL Q N JOINT DESCRIPTION NAIL QUALITY NAIL SPACING r , -++ Q N z I i ROOT FRAMING E(ISTING SHEATHING I PSN F:1`7t'.70 TCP F-ATE TO`N;-,!LCD 8-0"1,'ALL:3-8e PCRRA"TER I � t ROOFING TO REMAIN z 10-0"V+ALL 4-8d FER RAFTER QI�'(O lu CEIU'JG JCI-=T TO TCP PLATE TOC NAILED 8'-O"WALL:3-8d PERJ015T �Gw1 I lu f 0-0't".'cLL:A-E,. F fl JCI 5— ��(� I IY U Q CCILINGJC15TTO PA.RA.LL[LRz=R. rACCN4JL[D 5[=TAbL.C3.7 C CH LAP 2-2" G.B.THRU RAFTER5 OOF i o (f) C CFIL!'1G JCIS7 L�FS O"dE:PARTTIC'5 PACE NHLED sae TA5LE 3.7 EACH LAP I COLLAR TIE TOR,ArTrR rkcr NAILED See TABLE 3.4 P[RTIE (NEW TO EXISTING) NG� I I BLOC KItIS TO R='TER TOE rJA'LED 2-8d E-CH E:C 51MP50N H7 CONNECTOR 12 Rfr:1 BOARD TO RAI`7R. END NAILED 2-1 Gd E-CH E10 3 5 USE 51MP50N HDU SERIES �3 I x6 FASCIA VENTED 6 SNED CONNECTOR @ �1 015T,i 2 s WALL rRAmING VINYL SOFFIT Zx x6 � F * FLUSH HEADER I �r`�E H7 CONNECTOR _cF= i _ _ (n �c r_�,.. FACE NA;LED 2-1 Gd PCR rOC7 >- TOP PLATCS AT IrJfER5ECTION5 FACE NAMED 4-1 Gd JOINTS-E;CH s'sE 2- 2"X 10" HEADERS ABOVE EXI TING CEILING STRUCTURE TO REMAIN _ r 5TUC TO STUD FAC`_NA;LED 2-1Gc 24°arc NEW WINDOWS; I 2- 91i LVL HEADER Ix6 FASGIA, VENTED _ Hff rCf=.TO H'-C6=, FACE N;-!LED I Ge I G'CIC ALONG COGES I I 2x 10" HEADER ABOVE NEW " VINYL SOFFIT, CENTER BEADED- c6 ' 51MP50N C520 STRAPPING I IN PLACE OF WALL, I I p TOP OR.BOTTOM PI-4-TE TO STUD Era^.NA+LED 2-1 Gd FE=.2YA 5TUC I P15TING WINDOWS; 520 STRAPPING ALSO INSTALL ON CEILING � � Z C6 3-1 Gd FER2 r u 5- D FLUSH TO CEILING 4-1 Gd PCR2xe STUD EXISTING EXTERIOR WALL 11 NEW 2x4 CJ 16" OC MALL �\ MATCH HEADER HEIGHTS BEAMS INSIDE HEADER E: � o O EC77C!.1 PLAT[To I`LOOR.JCi5T, FASCIA/SOFFIT TO BE I 1 1 2- 7 4" LVL HEADER, c6 E v O SAraDJC s7,EJD Jcls,c=s_cCK NG r ce NAJLaD 2-IGd PERrCOT REMOVED WHERE SHOWN NEW 2x4 INTERIOR O I I EXISTING BEDROOM I 7-0 ABOVE PORCH, (n _ I I STUD PARTITION; ' WRAP w/ I x AZEK rLOOP FRAMING NEW 2"X 4"STUD WALL @ I G" OC I I I DRYWALL EACH SIDE J015T TO BILL,TCR FLATS,OR.G+PEER TCE NAILED �+Fd =E=JC!5" 5ii I 1 DCISTING INTERIOR I I W/ R-15 INSULATION *- CDX STRUCTURAL ANGLE S�CGMGTC JCIST TOC faAIL[D 2-sd EACH PND e I I PARTITION TO REMAIN I I EXISTING 2"X 4"STUD FRAME PLYWD. SHEATH►NG, HOUSE ENTRY PORCH WALL BRACKET EXTERIOR WALLS TO REMAIN T) ELOCKIFY'TO JCIST TCE r1AI��D 2�d =ADH END I I I I 5LCCKJNG TO 5'LL CR TOP PLATE TOE NAILED 3-1 Gd _=CH BLOCK WRAP t 51DING AS SELECTED I I I I AS IS,TYPICAL ALL AREAS Z F^^-@,5TR:PTO Ef=M P1-C`rJ 'Le7 3-1 Gd [ADH icle- I I ALIGN I I IL/ O v PROV. H4 CONNECTOR JC157 ON L[DGCP.TO BEAM TOC`!A,LLD 3?d PCR.JO15T ' PLYWOOD 5UBFL00 I 1 5ii O 5ANC JC'57 TO JC15T E!JD NAILED 3-1 Gd PER J011517 xG DECKING F- 54NDJO'5TTO Sill CRTOPPLhTC TC'-NA.aFD 2-1 Gd =ERFcc7 SISTER NEW 2x 10 FJ TO EXISTING @ I G" O� I EXISTING FJ x 2- 2x8"ACID GIRDER W Q JOIST TO BE CANTILEVERED I G" OC BOLTED THRU POST W/ Poor,s!-IEATHING OVER FOUNDATION- PROVIDE EXI5TING GIRDER NEW NEW HEADER AS - (2) 4" CARRIAGE BOLTS Z W BASEMENT SHOWN ON PIAN — Q 57RJCTUPAL F !JELs SOLID BLOCKING, K-30 INSULATION I I STAIR NOTCH POSTS FOR GIRDER .!n. �'.EDGE zc'aE- 1 G'CIC-G'A7 FA'IEL[DGCS 4" PLYWOOD UNDERSIDE w/ ed ArJDAT!rJTERNaED!A?E=_uFPCR7SrJTHEFA.Nf-1E_C )"STRIP VENT SCREENING FIREPLACE FOUNDATION, I a J'EE'OF.ZO."JE- I E'O:C-G'AT FAr1EL[EGDs AND 12"'AT BOX � CHIMNEY TOB _L____L____ 51MP50N ABU44 8d N'ERi,"CDIAT[5UPPCRT5 IN THE PA'JCL r:ELD CONNECTOR(fYP) , COr 5-E4TH r,G:.iT-.ti 4-0 THE FEPa,JETEP[DGE Cl`THE RCOP,ItCCLUDI!iG 4.-O.CN EACH 51DE Cr THE KCC.-F---',,THE -D'F==...sE =; REMOVED; PATCH IN FRAMING 1 ![)Sr ZC!JE A7T'-.CHr.1CNT RCOUIR N'[NT5 SHALL BE U5EJ. I l EXISTING FOOTING G"X 6"ACID POSTS ON 10" i I CEILING SHEATHING I I 50NOTUBE W/POURED =--;M. LLSC R, 56CCOLCRS 7"EDGE/ 10"MELD DUTCH WALL I I CONCRETE FOOTING 1 1 20"x 8"d. (TYPICAL ALL) WALL SHEATHING 5TRUCTURAL PANELS ad a'EDGE ZCNE- I G'C+C-G'AT FAMEL EDGC5 AND 12"AT FOOTING TO REMAIN F1TCrc4',CDIATC S-Uc'O1,75 IN THE PANEL FIELD V ad '!1TEG'OF.ZCNE- I G'O.0-G'AT PAI`ZL EDGES AND 12"AT �ER!:'CD!ATE 5UPPORT5 IN THE PANE_r IffM O `IBCRBCARD PANELS 711 G,, Gd 3'EDGE/G'r`_D U H 8d P 3"EDGE/ IO'E_C BUILDING SECTION "All w C-YPS'J t,q tv ALLSv^A=G 5d COOL[,�.5 7"EDG�/ f O'r.ELD w 8d A EDGE ZONE- I GO,C-G'AT F4NEL EDGC5 AND 12'AT n 2 HARCB.CARC t, EF!:SEC!ATE 5' C:-5 IN THE F:.nt-r,ELC -0a O 8d IaJT'CR!ORZC"JR_ 1 G'CIC-G'AT PAN!!L EDGE=ANC 12'A7 SCALE. 4' = I ' 'l j.� 0 Q �! w°- IN rR.MCDIATE 5UPPC'RT5 IN THE PANEL MELD Lu 2 Q FLOOR.SHEATHING U Qo STRUCTURAL PANELS- 1"CP LE55 8c G"EDGE/ 12'rICLD J 0 J r4iline reou'remente are bn5ec cm As,eneatn riq nallea Inas :, ce C. .e 'I :t'"9 paE1 eePB. I"Asil�'te::''1',n0 is na'le-5 IrG .`moi ne5 -�L.a.the Ge anel -,qe t.7 cci:aln !i^J` �; J~ I- J� h Phe-,hear capacGee,ralra ren,,rerent5 for et,uctural membe-s ehai'Le da_'Llec,ar a'ts^rats ccrnectca rs,echs ashss-p'a _,sha!!Le use.'.tc ma rta,n the O '7( load path. 4110 ROOF � 0 Q ROOF V:'hen r,911 sheath na I5 cyltnucie c,-sr c.art-tsc msmLe-s,the tabu'atsd numLer c+ns l5 shall Le permuted to Le reduced to I- Gd nail per foot. Corr e on res s- t I I Baas•^�ro ra4s: ! I G ecce 5tacles s-e Germ tted,check IBC fc-add bars!re:uv^e-ients. 1�1 Z N o 4 � 0 I- 2 z� DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA z a� EATHERIIIG 5EVE MINIMUM UNIFORMLY DI5TRIBUTED LIVE LOADS(Ibsf) FR05T LlliE DEPTH 3'-C" ATTIC EXTERIOR BALCONIES CO TERJMIITE MODE7ATE TO HEADY DECIC5 40 7!CAY 5UGHT TO MCZO EF.ATE ,vlurEecESCNrE"A. I ; KITCHEN BATH 2 BATH I ATTICS WITHOUT STORAGE 30 RELOCATED NEW -RM-- — ATTICS WITH STORAGE 40 SCE 5H;ELD UNDER- A5 PER r.;AryP,51 FACTU ,:5 _ / �• LAY!.'E!IT FECL'IRFD 5PECIFICATIOt;515TATE CODE _ --- - —� I�VATED 1311 ROOMS(DTH ERTHAN SLEEPING ROOMS} 40 `J � , �I I/2 I I 112 Z SLEEPING ROOM5 30 FLOOD HAZARDS 114— 1/q` — 1 1/4 ?1 12 I 1 114 T1 1/2 F.A.I. — GENERAL WIND PROTECTION CONNECTION NOTES INK LAVJ LAV oo CRITERIA FOR CALCULATION OF DEAD LOAD D•W ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. � SHOIWER I p Ada ed from Standard for Hurricane Resistant Residential Construction; 55TD 0 Z ARCHITECTURAL GRAPHIC STANDARDS 10-99 and 2015 5BC High Wind Edition Wood Frame Construction I I Fasteners and Connectors for Wood Frame Construction FIR5T FLOOR o SNOW 1. A continuous load path between footings, foundations walls, floors, studs and 2 11/4 3 9-1/-4 3 2 0 GROUND SNOW LOAD 45 lbs. roof framin Shall be rovided. C.O.I 4 4 _ TO EXISTING SUFFOLK COUNTY 9 p DEFT.OF HEALTH SERVICES O � APPROVED SEPTIC LINE. I SEISMIC 2. Approved connectors, anchors and other fastening devices not Included In 4"C.I.HOUSE U DESIGN CATEGORY B the Standard Building Code, 5ectlon 2306 of IBC shall be used In accordance TRAF Z with manufacturer's recommendations. C9 WIND — WIND SPEED 120 mph 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the � } W v EXP05URE CATEGORY 113 weather or subject to salt corrosion 1n costal areas, shall be stainless steel or Q z hot dipped galvanized. ,. W s TABLE K301 .64. Where windows and doors Interrupt wood structural panel sheathing and �� * Pvi �'�� siding, framing anchors or connectors shall be provided at the top and bottom SLOPE' 114" PER FOOT PITCH TO DRAIN O� °� 1.0 ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 of cripple studs, header studs, and at least one stud at each side of opening. BASEMENT / ". STRUCTURAL MEMBER ALLOWABLE DEFLECTION 2 Rafters having 510 5 greater UI 60 5. Ridge straps shall be attached to each pair of opposing rafters except where '4 O than 3112 with no finished ceilimi collar ties of I xG or 2x4 lumber is located In upper third of attic space and /� attached to rafters attach to each parr of rafters. I AG I AM z Interior walk*partitlon5 H!180 G. Uplift connectors shall be provided at each rafter bearingQLU M B I N G RISER DIAGRAM I. � Floors#plastered ceilinge u3G0 ^ �° 3 74-© �® All other structural memebers U240 7. Floor to floor hold-downs to be provided every 48, and every I G"within 4' NO SCALE Exterior walls with plaster or H/3GO of exterior corners. ;;x X+✓°' stucco firn5h Exterior walls-wind loads with 0240 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the brittle finishes foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x EAerlorwall5-wind loadewith UI 20 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 flexible fimehes Inches of each end of each plate. Anchor bolts shall have a minimum embedment 5 of 7 Inches In concrete/masonry foundations. Anchor bolts shall be located within 12 Inches of corners and at spacing not exceeding 4 feet on center. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 0 w 0 LU LU z z5HEA RE51DENCE O o � cn Alterations �to Existin Residence Q NEW DECORATIVE ® CUPOLA CENTER ON DOOR cQ s L Q EXISTING ROOF-SHINGLES L } 4 STRUCTURE TO REMAIN, TYPICAL ALL AREAS ry •b} s U � E O j 0 O CW 35 � :INTG CREENEXISTING EXISTING- REMAIN Z TO REMA NULIJLU RELOCATED II II II I II II II II II II II Q EXISTING EXTERIOR WALLS I I I II II NOLOCATIONS OF CHANGING REMAIN; PATCH S I I I III III III 3068 WINDOWS * PATCH SIDING ACCORDINGLY, TYP. ALLAREAS V FRONT ELEVATION SCALE: 4' —O" U W (y d U aQ ti �'' gp,},,, •.,, _ c 8 a » _ s r ' �" 4th. I .'` �1 J Q ^"r 2 sk ,eta '.a rr"" y P, ,.�" * tom. "•... x $ - 1 ,&) .,�,s Q REScheck Software Version 4.6.3 �`+�y.� �} .i �, OJ OF 2r 4 a, f rx�, $. a - ?Ir 1 �j s< •` "1,. .�4�` '■ 4" - + ;fi^�i - 1 n I- • ■ ■ d, '�, w>.. ..rr ,t 4,�`,°w»F' '' .•n "' �.€ a r.a > '{ J K Compliance Certificate . > Y '$.°j `.l+.r� p"' "�`,#q 'g+° 'A, r..`�•,� ti'# c .`¢"�4 -,}�� � "w. �'R ..I r 0< I'}}s ;* — '8eT r„ ,, •+4 +u'`3 .>itlr4a. '4,,')iF �+�.f P-4 �v Project Shea Residence ' ,;., �.,.�w. � z Energy Code: 00 2015 IECC Locator: Southold,liew York - „ ��` ;+k; - `= :ti7�. " ``� ext �;•` .rr^:^'•. "rta�'t°4. F5 a.*°r*""" . z`a Construction Type: Single-family ' a r*' ,�yr +3' " V-.r +,y_ My" i- a f: v�<.'•e 1'. R:�., I .r Q n Pro;eceType: /alteration -? �` w ,r `':`�' � ,•.. � � ,I�!w .- _ r �-f Climate Tare: 4 (5572 HDD) y '" x 1 h�` �. „P. ij7pa Perms bete: clg� iCATE-:�». «d:`,� .F z _,----- Permit Nsmber a ti rr AT Co^,st action Site Owner/Agent: Designer/Cortra-tor: �^ Smith Road Dwyer t) igre Consulting Inc- ,, _ '"' '' I^�T �)^ ) ``� T(� Pecoric,NY Southold.NY "I ,. + „�;`_ R _ 'p „t• _ - .IF +d"'. 7i:5-1 V J2 �r f'.I JI n ` FOLLOY`,'IP1C i`;,FFECT10 J: - z F A it F^ Gf1Tl^ J - TVV0 "I — _ ±° t.. OU E J Cel !,:,,i I FOP, P �r.. 1- g u.,4. ROI�CtI F'LUtl112,11 G Z 11 QUILATIO'N 3. Envelope Assemblies I .p q CO1,1,r7RUCT`:�"t �'sU aT ° =`w ,. �} GC COP,APLETTIOCI " L tvEET THE Z A �STRUC v, C O Floor 1:AI�1°raoo joi:C',nu:s:Over Unco•°ditared Space — M — — — - - • 'r -.'• """" n - L 1JIF;EMCNTS OF THE CODES OF N�t�J O �` REQ n ISLE FOR U m Exemption:Framirg cavity rat exposed. w �'Y- "' ^,.,c.>• wan 1:woo id Frame.16•o.c. YORK STATE. NOT RESI SNS'ERRORS. Z . Exemption,Fromirg cavity fled with insulation DESIOWN OR CO,,ISTRUCTION U Vilirdow 1:Viry'�rc,herglass Frame Do.Ue Pare wi64 Lw-9 6`. 0.:9^ 14 p S-IGC:0 29 Cei''na 1:Flat Ce4Gng or Scisso*Truss — — — — — {��(� , 'i-- �j tyLLJ Exemption:Fromirg cavity rat exposed. CemFtraxe Str:r,ment- T e proposed bui>.mg des=3n described here v corsis:ent with s}e bu�1d3ng plan:,specifcntion-.,and ot4•er �f�`t �� .n •- � - l •.�� c±'raetiarr s-i rrrted with the per*'srolicetian.71,e preoo:ed building Fa:been de.-ned to mee:the 2015 IECC req:home-t--i* r. r \F _,,, i n-� {{� t .i.i R i W RESc�ecit Ver-ion 4.6.3 and to comply wrzh the mandatory rcq�ercrnenc Mated in the PESche,ck Inspection CI•ecklist. ���'(` �'�` � ., ^y �„}'L � �v �..'... t✓ 4.d'I��®,�'f.k� 1: I K j� ••'J ;".L=�>:l3$7`�.` �i' „, N Name-Tire Sigra:urc arae �� �QC�,. L�`•i`•i., .. '�4e tl gt{,�. I 1 I1 Ui�41 �3 r �p� 6C a.3 ,a,...�....•,., , u'Y r"t'�, Q 11 11,7 O z PL V JAST _.,r CFlTION •9�, 03 o� `GS py��G �G °- F'z.l. �,A==" ill-I BEFORE 4 I y0 .y,4,ry"r r�pVERIS _..,.,. . a.y f ,rY [ FAD COi�7ENTCUPANCY MUMU Project Title:Shea Residence Report date: 08130/11 `.r '',`• I, rt;' TE OF DC Data filename:Untitled-rck Page 2 of 9 d 'j USED INVIATER ` rYSTEM CANT0 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 OR ANS RELAfE�,Dp Mt�E�Y7 y4 A V/ ON 0-5= 7209 OF THF N.Y.S.EDUCATION LAW - r 0 W Qaj z 0 O o c� z � Q � PATCH ROOF IN AREA D cU o m OF FIREPLACE CHIMNEY BEING REMOVED N S ALL AREA5 A5 EXISTING; i NEW WINDOW5 A5 SHOWN ry z ir} S U 61 I O � O s IIIIII IIII Awl 00 Ax I AX I w � cwel il Lij L:ij511 LLILLUL CW 5 z LLl J LLLLLLI LL Q iLL1 _[LLL El BACK ELEVATION u SCALE: 4" = ) ,—o,, /1 U hr`1 W F- � av x _ W a LU . . 0 _ %ro, o.' U 0 01a Li . • � �v a l� ALL AREAS A5 EXISTING; 4. NEW WINDOWS A5 SHOWN " U UiL z XIE IN iLLM CW] 5 Alum EXISTING O XISTING rti- z H LL `P` ¢art, .• ` 0 - rv.... a W 3 e`. LU LEFT SIDE ELEVATION r SCALE: 4 — I —O =. zl IC r 4 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S.EDUCATION LAW 0 LU 0 Lu Lu z 0z O p Q � z CW245lu z IP EGRESSLu U Q } NY SECTION A U 5'-8 1/2" CW245 EGRESS AX31 AX31 N j w AW31 - CW245 EXISTING FIREPLACE TO REMAIN O z y-� 8'-9" 2yol 8'9° - c6 BEDROOM N w I ® ,_\ i -I 2 68 z EXISTING (D O 3o�g �,_ P CKET u� a 0 1 1 cLo� r Lo — QJ I I I _ = I u� O u� aU 3 I QLOSET I I "' F p �,A — 143 SQ.FT. _ LDKOOM I \ ' _ . G.7%LIGHT I to EXISTING I C9 EXISTING STRUCTURE 7.8%VENT BATH \ / 89 SQ.rT. L--- I I cn u, BEDROOM 9%VENT RELOCATED TO REMAIN —{ I I — • I CLm$ET � �U EXISTING C.O. 30F8 I I c. 12468 z = Z I I POCKET (� — \ D O T-9" O II //� II II /�` z BATH - t V 3- I15.8% . %LIC.. _ \ - ^/ _ NEW 2468 2668 7.4%V VENT LL N v EXFi 1ST FAN 2068 � 7.496 VENT \ LL1 1 I C.O. I �— W GREAT ROOM O DUC EDT TSIDE.1 �� 8 i I <s.D. r——————————T 2668 I LL1 1 — J EXISTING F aw --- I C.o. II Q s.D.PANTRY I1 J 3'�" 71 SCREEN ROOM N I CLOSET ING RAISE FLOOR IN4068 //iCLOSET TO ALLODOWN co BYPASS Al I V z 1 i I z 2468 LJ FOR STAIR HEAD 2668 � I1uu z = ROOM BELOWLi wU � � 1 uuJ Z � 2668 —j luZ `° `� MUDROOM REUSE EXISTING DOOR T \ I-- EXISTING EXISTING STRUCTURE N OU w KITCHEN n n - = TO SCREEN ROOM vll TO REMAIN I v I I I I O c� h--� o m o z RELOCATED I I f- ? ll o I N I cn U w DEN CDU a W U a c� 2668 I (t) — c0 3-i a Q I I I I CLOSET o a II - F o a I I 5'-1" / / 2'-C" 9'-2" 5'e' WALL LEGEND: U a o I I /\ O I ING BAY TO 7.. 3 68 ___ ED _____ AREAS TO BE REMOVED �, o I z CW235 TO HER S\ // .--� _j W ENTRY POR H \\ -- — i EXISTING STUD FRAME WALLS/PARTITIONS V o< I x I —� - co TO REMAIN AS 15. PATCH ANY SURFACE a— 2- 7 1" LVL HEADER, MATERIAL IF AFFECTED BY CONSTRUCTION v LEX15TINGRMBAY n 7o�7N- - - 4 REMAIN TO GRADE 7'-6" ABOVE PORCH, HELD w/ f+l } z — STRUCTURAL WALL BRACKET. NEW CONSTRUCTION x� WRAP HEADER wt I x AZEK. z 4' 4" BRACKETS TO HAVE 500Ib. 2"X 4"STUD FRAME EXTERIOR WALLS a 7_10 WEIGHT CAPACITY. PATCHED IN WHERE OPENINGS BEING 8'5" SEE SECTION FOR DETAILS REMOVED. K-1 5 INSULATION, a' PLYWOOD secTloN SHEATHING ON EXTERIOR, HOU5E WRAP A *SIDING PATCHED;�' GYPSUM BOARD ON INTERIORSIDE FI R5T FLOOK PLAN 2"X 4" INTERIOR STUD PARTITION, Z 7'-77 W/ I LAYER,-L' GYPSUM BOARD ON EACH SCALE: 4" = 1 '-0" SIDE; USE MOI5TURE/MOLD RESS ANT C� BOARD IN KITCHEN * BATH AREAS * USE Z CEMENT BOARD ON ALL AREAS TO RECEIVE TILE o • ANY NEW WINDOWS TO RECEIVE 2- 2x 10"HEADERS m ABOVE UNLESS OTHERWISE NOTED; MATCH EXISTING WINDOW Z HEADER HEIGHTS. r • NEW INTERIOR TRIMMED OPENINGS TO HAVE 2- 2x8" U m HEADERS ABOVE. OPENING DIMENSIONS AS NOTED z `D U' -u W C) z W y O - �5 R•Eo ARC ctii�` U .4 ',I �3 41A, O� 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S.EDUCATION LAW 0 t\ Lu O Lu Lu � N z zz O o g � m O z J W Q H C) N m EXISTING CRAWL S EXISTING CRAWL L Z o L > (\ EXISTING FIREPLACE ca FOOTING TO REMAIN z CONCRETE LEDGE _I O O r` -� Oz w pZ w L9 � QU X � oQ N 101_1 10 I Z O O NEW 3 ' DIAMETER STEEL __ — ? __ EXISTING FIREPLACE Q IYW N LALLY COLUMN SITTING ON r c\jx �' w FOOTING TO BE , W Q EXISTING BLOCKS w/ FOOTING IN j W N 2 g REMOVED j Z PLACE OF EXISTING SUPPORT PIERS I z cn w w I Q WITHIN AREA BEING REMOVED, I I EXISTING 3- 2x 12 GIRDER, POSTS TYPICAL EACH END I I FOOTINGS TO REMAIN I o _ EXISTING SLAB- - - - - - - - - - - LA : — : :— : — : B m o II !IQ0 ( I ---- -- - - - -- - I 5 ❑ III VIEW DROPPED 3-2x 12 GIRDERALONG 5TAIL EXISTING DOUBLE 2x10 J U w II p z FRAMING AT HEATING GRATIE 12'-z° z EXISTING STAIR FRAMING II — Q ` 3 2' DIAMETER5TEEL ll TO REMAIN; REMOVE UNI 1.4 o C) Q TO REMAIN cv LALLY COLUMN BURIED IN x FILL IN WITH 2x 10 FJ. PATCH cit p 24"X 24"X 12" POURED z ' II p SUBFLOORABOVE 0O CONCRETE FOOTING UYP.ALL) 1w _ Q EXISTING DUTCH WALL TO REMAIN — i--� o a tp EXISTING SPIRAL STAIRS i a w TO BE REMOVED; PATCH I" Q IN FLOOR FRAMING w/2x10 \� i/ CONCRETE p U a 0 �i LEDGE — T-3 u2 y�_1 1I2„ FOUNDATION WALL LEGEND: ° TO MATCH ALL AREAS I N U 4-1 o f EXISTING 8" POURED CONCRETE FJO \ /�i WALL w/ FOOTING TO REMAIN U o a 2"X G" ACQ LEDGER BOLTED a-- TO —TO HOUSE FRAME WITH 5" Q 10 —J CUT BACK EXISTING ______ AREAS TO BE REMOVED v "LEDGERLOK'SCREWS @ I G"O.C.; l$RA CANTILEVERED JOIST z ry N IN AREA OF BAY WINDOW; O HANG D.J. FROM LEDGER WITH — . a FOUNDATION NOTES: 5IMP50N LU28 CONNECTOR - PROVIDE NEW, 5I5TE D z C6 1a1_OJOISTS CANTILEVERED . DOUBLE JOISTS UNDER ALL PARTITIONS OUTLINE OF NEW COVERED AS BAY SHIFTS OVEF. ENTRY DECK ABOVE RUNNING PARALLEL 1 x8" RIM BOARD t SCREENINGPORCH 4"TtG PLYWOOD SHEATHING ABOVE ON NEW TO GRADE SECTION JOISTS TO BE GLUED and SCREWED 7-10" 16-a • R-19 INSULATION WITHIN CEILING OF NEW G"X G" POST ON 10" AREAS; VERIFY INSULATION IN EXISTING BASEMENT 50NOTUDE W/POURED CONCRETE FOOTING z 20"X 8"d. Z FOUNDATION PLAN � 0 SCALE: 4"= I '-O" ro Z O � U m z . U w ; � Z � o W y o N C) U Abp UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.5. ONLAW t` NAILING SCHEDULE i--i O O N 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL I I Z Z O p I I g IS) m JOINT DESCRIPTION NAIL QUALITY NAIL SPACING I Q Z I ROOF FRAMING �N RAFTER TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER RAFTER (Ch 10'-0"WALL:4-8d PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED 8'-(Y"WALL:3-8d FEK JOIST �J�� I LLJ 10'-0"WALL:4-8d PER JOIST <JG 5� i ; U Q )— CEILING CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP (S) C� m �G 12 CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE 1 3 BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-I lid H7 CONNECTOR EACH END I FOCI TING CEILING STRUCTURE TO REMAIN QRS WALL FRAMING I I I xC FASCIA, VENTED s TOP PLATE TO TOP PLATE FACE NAILED 2-I lid PER FOOT I I 2x 10" HEADER ABOVE NEW VINYL SOFFIT, CENTER BEADED- TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SIDE EXISTING BEDROOM IfXI5TING WINDOWS; 520 STRAPPING ALSO INSTALL ON CEILING t\ STUD TO STUD FACE NAILED 2-I Gd 24"OACItIALL MATCH HEADER HEIGHTS BEAMS INSIDE HEADER L -z — HEADER TO HEADER FACE NAILED I lid I G"O/C ALONG EDGES I O 4 TOP OK BOTTOM PLATE TO STUD END NAILED 2-I Gd PER 2X4 STUD EXISTING 2"X 4"STUD FRAME EXISTING INTERIOR I 2- 7 4" LVL HEADER, ry Z ' NEW 2x4 INTERIOR 3-I lid PER 2X6 STUD PARTITIONS TO REMAIN i 7'-G"ABOVE PORCH, v 4-I lid PER 2xa sruD EXTERIOR WALLS TO REMAIN 1„ s - , BOTTOM PLATE TO FLOOR JOIST. AS IS,TYPICAL ALL AREAS I STUD PARTITION; 2 WRAP w/ I x AZEK L Fp O DRYWALL EACH SIDE m E Q O BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 lid •— PER FOOT I I STRUCTURAL ANGLE I FLOOR FRAMING I ENTRY PORCH WALL BRACKET JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE NAILED 2-8d EACH END I I v PROV. H4 CONNECTOR BLOCKING TO JOIST TOE NAILED 2-8d EACH END Ia"xG DECKING BLOCKING TO SILL TOP PLATE TOE NAILED 3-1 lid EACH BLOCK EXISTING FLOOK STRUCTURE To REMAIN I EXISTING FJ x 2- 2x8"ACQ GIRDER � z LEDGER STRIP TO BEAM FADE NAILED 3-I lid EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-81A PER JOIST NEW I G OC BOLTED THRU POST W/ O O EXISTING GIRDER NEW HEADER ASS BAND JOIST TO JOIST END NAILED 3-16d PER JOIST (2) - CARRIAGE BOLTS BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 lid PER FOOT I BASEMENT SHOWN ON PLAN STAIR Lj o NOTCH PO5T5 FOR GIRDER tU ROOF SHEATHING FIREPLACE FOUNDATION,I I m -- STRUCTURAL PANELS 4'PERIMETEREDGE ZONE- 16"O/C-G"AT PANEL EDGES BOX CHIMNEYTO BF—L----I-----, SIMPSON ABU44 Q 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD REMOVED; PATCH IN(FRAMING I CONNECTOR(LYP) INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT IG"X G" ACID POSTS ON I O" 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD EXISTING FOOTING I FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-O'PERIMETER I SONOTUBE W/POURED EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. DUTCH WALL I I CONCRETE FOOTING I 20"x 8"d. (TYPICAL ALL) CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD FOOTING TO REMAIN Lj WALL SHEATHING STRUCTURAL PANELS 8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE- 16"O/C-6"AT PANEL EDGES AND 12"AT BUILDING SECTION ''A'' 2 INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBERBOARD PANELS 7/1 G" lid 3"EDGE/G"FIELD U O 2 513 2" 8d 3"EDGE/G"FIELD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I C"FIELD SCALE: 4" = I '-O" a( W 8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT n = HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD N n- U ¢� 8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT p a INTERMEDIATE SUPPORTS IN THE PANEL FIELD r--! W a Q FLOOR SHEATHING V 0 ¢U STRUCTURAL PANELS- 1"OR LESS 8d 6"EDGE/12"FIELD 4 W 4-j O J . Nailing recfuirements are based on wall sheathing nailed 6 inches O.G.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain l -�O hi her shear ca acities,nadine re uirements for structural members shall be doubled,or alternate connectors,such as shear aes,shall be used to maintain the ,1=1 ~ e p a '� tU Q load path. 4"O ROOF 0 U ROOF LJ VENTa ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I lid nail per foot. v ' Corrosion resistant I I qaqe roofin6j nails and 16 c3a6je staples are pernnitted,check IBC for additional recluiremerit5. /1 4 z oto _r- �to C6 DE51GN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA z a WEATHERING SEVERE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) FROST LINE DEPTH 3'-0" ATTIC EXTERIOR BALCONIES GO TERMITE MODERATE TO HEAVY DECKS 40 DECAY SLIGHT TO MODERATE wINTERDEsiGNTEMP. 1 1 KITCHEN BATH 2 BATH I __ __--r— ATTICS WITHOUT STORAGE 30 _ ICE SHIELD UNDER- AS PER MANUFACTURER'S RELOCATED NEW _ — 1� 1�TATED ATTICS WITH STORAGE 40 ---r—'— �— � I 3 LAYMENITREQUIRED SPECIFICATIONS,/STATE CODE _ — 1 11 U ROOMS(OTHER THAN SLEEPING ROOMS) 40 I �1 112 1 112 F.A.I. Z SLEEPING ROOMS 30 FLOOD HAZARDS 1 114 11/4 ?1 1/2 JIM �1 1/2 I — CRITERIA FOR CALCULATION OF DEAD LOAD GFNERAL WIND PROTECTION CONNECTION NOTEN S IK D W LAV m i LAV °I ° Ada ed from Standard for Hurricane Resistant Residential Construction; 55TD z ACTUAL WEIGHTS OF MATERIALS REFERENCED 70 A.I.A. � SHdwER ARCHITECTURAL GRAPHIC STANDARDS 10-99 and 201 5 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction FIRST FLOOR J Ln SNOW 2 1114 3 11/4 3 (� M I. A continuous load path between footings, foundations walls, floors, studs and 2 GROUND SNOW LOAD 45 Ibs. C.O I 4 _ TO EXISTING SUFFOMCOUNTY z roof framing shall be provided. 4 DEPT.OF HEALTH SERVICES O APPROVED SEPTIC LINE. SEISMIC 2. Approved connectors, anchors and other fastening devices not included in 4"C.I.HOUSE U DESIGN CATEGORY B the Standard Building Code, Section 2306 of IBC shall be used in accordance TRAP z with manufacturer's recommendations. U WIND } WIND SPEED 120 mph 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the W EXPOSURE CATEGORY B weather or subject to salt corrosion in costal areas, shall be stainless steel or Q z hot dipped galvanized. a 0 TABLE R30 I .G 4. Where windows and doors Interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS of cripple studs, header studs, and at least one stud at each side of opening. BASEMENT SLOPE" 114" PER FOOT PITCH TO DRAIN STRUCTURAL MEMBER ALLOWABLE DEFLECTION �D ARC" C) Rafters haven sl es reater UI Bo 5. Ridge straps shall be attached to each pair of opposing rafters except where /� }- than 3112 with no finished ceilm collar ties of I xG or 2x4 lumber Is located 1n upper third of attic space and Q) ` O U Attached to rafters attach to each parr of rafters. �L U M B I N G I\I S E I� DIAGRAM ��'©+ � �i � z Interior walls$ artitions H/180 G. Uplift connectors shall be providd ft eat each rafter bearing. Z Q o z Floors it pla5tered cedin s L/360 All other structural memebem U240 7. Floor to floor hold-downs to be provided every 48, and every I G"within 4' NO SCALE Exterior walls with last--r or H/360 of exterior corners. �7 stuccofmish037.401, O` Exterior walls-wind loads with 1-1240 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the -�1 y brittle finishes foundation with anchor bolts having a min, bolt diameter of 5/8"and 3"x 3"x QF N�Vv Exterior walls-wind loads with UI 20 118"washers. A minimum of one anchor bolt shall be provided within G to 12 flexible finishes inches of each end of each plate. Anchor bolts shall have a minimum embedment 5 of 7 inches in concrete/masonry foundations. Anchor bolts shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center. UNAUTHOR/ZED ALTERATION OR ADDITION TO THIS DRAW/NG AND RELATED DOCUMENTS 15A VIOLATION OFSEC. 7209 OF THE N.Y5.EDUCATION LAW