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HomeMy WebLinkAbout43467-Z �y Town of Southold 2/14/2019 . P.O.Box 1179 53095 Main Rd AL Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40209 Date: 2/14/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1125 Sterling Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.4-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/13/2019 pursuant to which Building Permit No. 43467 dated 2/13/2019 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: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Glover, James of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41084 01-31-2017 PLUMBERS CERTIFICATION DATED A t ed Signature TOWN OF SOUTHOLD % BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY li u.._ 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#: 43467 Date: 2/13/2019 Permission is hereby granted to: Glover, James 1125 Sterling Rd Cutchogue, NY 11935 To: Construct addition and alterations to existing single-family dwelling as applied for. Replaces BP# 41084 At premises located at: 1125 Sterling Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-1-26 Pursuant to application dated 2/13/2019 and approved by the Building Inspector. To expire on 8/14/2020. _ Fees: PERMIT RENEWAL $224.80 Total: $224.80 Bui ding Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT r TOWN CLERK'S OFFICE SOUTHOLD, NY "A 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#: 41084 Date: 10/14/2016 Permission is hereby granted to: Glover, James 1125 Sterling Rd Cutchogue, NY 11935 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 1125 Sterling Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-1-26 Pursuant to application dated 9/30/2016 and approved by the Building Inspector. To expire on 4/15/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $449.60 CO -ADDITION TO DWELLING $50.00 Total: $499.60 Buildiny Enspevc 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)I dMt�r� Location of Property: 2 lJ� POM Oktwlkice`"' House No. Street Hamlet Owner or Owners of Property: _ Suffolk County Tax Map No 1000, Section Block Lot Subdivision I� Filed Map. Lot: Permit No. V Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 517 Applic t n ure *pF SO!/lyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G �O� roger.riche rt(C7town.southold.ny.us Southold,NY 11971-0959 'QIyCOU '�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Glover Address: 1125 Sterling Road City: Cutchogue St: New York Zip: 11935 Building Permit#• 41084 Section. 104 Block: 1 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement 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 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches F6 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: January 31, 2017 0-Cert Electrical Compliance Form.xls J V ! pF SOUIyo OI�COU�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �7 INSPECTOR ho��oF souryO6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE ( INSPECTORC�71 "'�pf SOUTy # * TOWN OF SOUTHOLD BUILDING DEPT. e co,Mn � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] P86LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4�9�b4L." DATE 2413P 1701 INSPECTOR ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 info .ribrownarchitect.com D [Er'�DV[E DD JAN 6 2017 December 21, 2016 BUILDING DEPT. TOWN OF SOUTHOLD Town of Southold Building Department PO Box 1179 Southold,NY 11971 Re: Glover Residence 1125 Sterling Road Cutchogue, NY 11935 SCTM#1000-104-01-26 Building Permit#41o84 Z To whom it may concern: This letter is to confirm that based on site inspections by my authorized representative, and my inspection of site photos, and to the best of my knowledge, belief and professional judgment, the framing and insulation work done is in compliance with applicable codes and drawings prepared under my supervision. If you have any questions or require any additional information, please contact me. Thank you for your attention to this matter. Sincerely, Robert 1. Brown, Architect r r � FIELD INSPECTION REPORT 7DATE COMMENTS • �J- b FOUNDATION(1ST) Q� J ------------------------------------- FOUNDATION ----------------------------------- FOUNDATION (2ND) O i G ROUGH FRAMING& PLUMBING y d ,C r INSULATION PER N.Y. STATE ENERGY CODE 13 w� IL FINAL G) ADDITIONAL COMMENTS _1 _ n4ji 461q .0 ffq rmz cr4 _ C C�A�+i Cate IL uwmv�- co� � y Nc Oz x . x e 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 �Y_ Survey SoutholdTown.NorthFork.net PERMIT NO. q/y Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: P_,qbw�. � / L Approved ,20 it to: 7� Disapproved a/c �r fn Phone:LP 3/ Expiration ,20 /91 Rff� D Buil Spector SEP 3 0 2016 PLICATION FOR BUILDING PERMIT 20&, BUILDING DEPT. INSTRUCTIONS Date 9z�- TOWN OF SOUTHOLD 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. r pli a t or ame,if a ration) (Mailin address of plicant) State whether applicant is owner, Jesse a ent archi ec engineer, general contractor, electrician, plumber or builder Aek Name of owner of premises (As on the tax r0ror 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 propose 1-11 ork Will be done: House Number Str t Hamlet County Tax Map No. 1000 Section Block Lot 2(111 Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ises a d intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy - 3. Nature of work (check which applicable): New Building Addition 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 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. i r 7. Dimensions of existing structures, if any: Front 24, 31 Rear a-/, 3 , Depth , Height /�,� Number of Stories i Dimensions of same structure with alterations or additions: Front a Ream__ Depth ' ,�5 Height �a_ ''cc Number of Strias 8. Dimensions of entire new construction: Front 7, 3 Rear o2�, 3 Depth ao�• 3 Height 3 l Number of Stories Z x-1 ':fl r'►'orl(' 9. Size of lot: Front /dam Rear 145fLe Depth 18:;)- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /(I,— �o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO,,V 14. Names of Owner of re ises, t Address I Phone No.k' YDSP72-461 Name of Architect Address Phone No 7✓ - - Name of Contractor ? Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOS( * 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–A— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY q being duly sworn,deposes and says that(s)he is the applicant ame of individual signing contract)above named, (S)He is the (Contractor,Age ,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me Z% day othis 2�� 20 /-- Notary Public DENISE A. NAVARRA SidnaqAe o Applicant NOTARY PUBLIC-STATE OF NEW YORK No 01NA6191295 Qualified in Suffolk County My Commission Expires_��2— Z Scott A. Russell fzN° 'r STO]KI�MIWAT]E]k SUPERVISOR ( l MI A\N A\ G IE IMIIE' F SOUTHOLD TOWN HALL-P.O Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (HECK ALL THAT ,APPLY, ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling Involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E]p 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 witf your Building Permit Application. APPLICANT (Property Owner, t it Pt ofessto 4 ei Contractor,Other) S.0 F.M. x 1000 Dote District �l Section Block FOR BUILDIINc. ART/MjENT USE ONLY Coniact Information Re\•le\.ced B\ L-3 Date: 0 11' Property Addre�a / Location of (on�truct Ion Work — — — — — - — — — — — — — — i Approccil fol processuig Budding Permit Stol m\\atei Management Coni of Plan Not Rertun ed __ � � � ❑ Siormmatcr Managentew (ontrol Plan I� Reywled 0 o)v ai d to Lnglneet mg Depat ttnenl fist Rei IC�\ I FORM SMC P- FOS MAY 2014 r1n�z� OF SD(/j,p� ,` o • "Town Hell Annex J { Telephone(6.31)765-1802CIO i 5437.5 Main Road 63 i)705-? 2-P.O. sox 1179ro-ger.rcliert(a-fown soutoLq .n .usSourhold.NY 11971-0959 i i BUILDING DEPART ENr TOWN OF SOUTr-TOLD ! APPLICATION FOR ELECTRICAL INSPECTION ) REQUESTED BY: 1.40) Date: 2 i l9 Company Name: Q .- Name: License No.: 3 7 Address: �� � (.*.v� � •� 1 (�j �.� ,Phone•No. 4013SITE INFORMATION: (*indicates required information) *Name: ,p *Address: / ST�'it i�u�- �� 1> 17 I t .3.r `Cross Street �r nJi: . T7pG 'Phone No_: 4,31 3 'eRnit No.: rax-Map District: • 10(?0 Section: j b (�• Blocic�� Lofr BRIEF DESCRIPTION OF WORK(Please Print Clearly) Please Circle All That Apply) Is job ready for inspection: / NO. ough !n Final Do-you need a Temp Certjfjcate: YES/(ffo---�) elm Information(If needed) Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other Jew Service: Re-connect Underground Number of Meters Change of Service Overhead dditional Information: PAYMENT DUE WITH APPLICATION 82 Raluest for InspecGon Form r3- ROBERT I. BROWN, ARCHITECT P.0 _ l 205 Bay Avenue Greenport, NY 11944 631-477-9752 (fax)631-477-0973 info@ribrownarchitect.com Transmittal Date: To: Re: r Thank you, Robert I Brown Architect PC rf. * Southold Town Building Department �toyr►FFOt P.O.Box 1179 Permit#: 41084 53095 Main Rd _ Southold,New York 11971 Permit Date: 10/14/2016 (631) 765-1802 Expiration Date: 4/15/2018 Parcel ID: 104.4-26 •``7rrfstn `'' BUILDING PERMIT RENEWAL LETTER Dated: 1/29/2019 Applicant: Glover, James Location: 1125 Sterling Rd, Cutchogue Work Description: RESIDENTIAL ADDITION construct addition and alterations to existing single-family dwelling as applied for. A FEE OF $224.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Glover,James Address: 1125 Sterling Rd Cutchogue,NY 11935 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ROBERT I. BROWN, ARCHITECT P.0 205 Bay Avenue Greenport,NY 11944 631-477-9752 (fax)631-477-0973 info@ribrowna rchitect.com Transmittal Date: 10/14/2016 To: Amanda @ Southold Town Building Dept. Re: Glover residence 1125 Sterling Road Cutchogue, NY Enclosed please find the following: • Rescheck • Amended A 1 —4 sets p OCT 1 4 2016 Thank you, BUILD1NG DEPP• SOWN OF SOU'1'DOLD Robert I Brown Architect PC SURVEY OF PROPERTY A T PECONIC TO WN OF SO UTOLD SUFFOLK COUNTY, N. Y. 1000-104-01-26 �00' t SCALE.- 1'= 30' �oO N SEPTEMBER 14, 2016 YAi GARI y 0.. 0. 0- Jf fi C OkA l�, f O s� y�� O, 0 00 Jjojf MGA P a G v9\11 PCO M ' �1erov` l �N 0.0 N e 00. � cof RSA n SPIKE STQ Fjl� is ■ - MONUMENT LIC. NO. 4961 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON PECONIC SURVEYORS, P.C. OF SEC77ON 72090F THE NEW YORK STA7F EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERRFICAPONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY FSAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=18,163 SC�'.ft. 1230 TRAVELER STREET 16-097 SOU7NOLD N.Y. 11971 REScheck Software Version 4.6.2 Compliance Certificate Project Glover Addition D Energy Code. 2010 New York Energy Conservation I5 v DD Location- Suffolk County, New York Construction Type- Single-family OCT 1 4 2016 Project Type Addition Climate Zone- 4 (5750 HDD) $U�DIN(iDEp1'• Permit Date Permit Number- TOWN OF SOUTHOLD Construction Site: Owner/Agent: Designer/Contractor: 1125 Sterling Road Robert I. Brown Architect, P.C. Cutchogue, NY 11935 205 Bay Ave Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com Compliance: Passes using UA trad"ff Compliance 15.5%Better Than Code Maximum UA. 129 Your UA. 109 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 Wall 1 Wood Frame, 16" ox 160 18.0 0.0 0 062 9 Door 1• Solid 17 0.540 9 Wall 2. Wood Frame, 16"D.C. 612 19.0 0.0 0.060 32 Window 1 Wood Frame Double Pane with Low-E 16 0.300 5 Window 2• Wood Frame-Double Pane with Low-E 16 0.300 5 Window 3 Wood Frame Double Pane with Low-E 16 0.300 5 Window 4• Wood Frame-Double Pane with Low-E 6 0.300 2 Window 5• Wood Frame.Double Pane with Low-E 6 0.300 2 Window 6. Wood Frame.Double Pane with Low-E 6 0.300 2 Window 7• Wood Frame-Double Pane with Low-E 10 0.300 3 Window 8. Wood Frame Double Pane with Low-E 10 0.300 3 Ceiling 1. Cathedral Ceiling 476 30.0 00 0 034 16 Floor 1 All-Wood joist[Truss.Over Unconditioned Space 475 30.0 0.0 0 033 16 Project Title. Glover Addition Report date: 10/14/16 Data filename: C:\Users\Rob\Documents\REScheck\Glover.rck Page 1 of 7 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The propose building has been designed to meet the 2010 New York Energy Conservation Construction Code requ"rements in RESchec 6.2 and to comply with the mandatory requirements listed in the check Inspe=nChecklist . . Name-Title Si natu a Date �I ORT S�q 163x1 �,t /�✓ c Project Title: Glover Addition Report date. 10/14/16 Data filename: C:\Users\Rob\Documents\REScheck\Glover.rck Page 2 of 7 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 100.0% 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.10 103.2 Construction drawings and ❑Complies Requirement will be met. [PR1]1 documentation sufficiently ❑Does Not demonstrates energy code } compliance for the building :❑Not Observable envelope ❑Not Applicable 103.2, Construction drawings and ' ❑Complies Requirement will be met. 403.7 documentation sufficiently ,y =,❑Does Not [PR3]1 demonstrates energy code compliance for lighting and rt w ❑Not Observable ' mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating Heating. ❑Complies Requirement will be met. [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling Cooling ❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: C High Impact(Tier 1) 2Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title- Glover Addition Report date: 10/14/16 Data filename: C.\Users\Rob\Documents\REScheck\Glover.rck Page 3 of 7 Section # Foundation Inspection Complies? Comments/Assumptions & Re ,ID 303.2.1 Exposed foundation insulation ❑Complies Exception: Requirement is not applicable. [EO11]2 protection. ❑Does Not �i ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies Exception: Requirement is not applicable. [En12]2 ❑Does Not ❑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 Glover Addition Report date. 10/14/16 Data filename: C:\Users\Rob\Documents\REScheck\Glover rck Page 4 of 7 Section Plans Verified Field Verified # Framing/Rough-1n Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.44 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1 S.2/A440 ❑Not Observable or has infiltration rates per NFRC ' 400 that do not exceed code ❑Not Applicable limits. 402.45 IC-rated recessed lighting fixtures; ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish N. ;• ❑Does Not and labeled to indicate&It;= 2.0 ❑Not Observable cfm leakage at 75 Pa ❑Not Applicable 403.2.2 All joints and seams of air ducts, `❑Complies Requirement will be met. [FR13]1 air handlers,filter boxes, and ❑Does Not building cavities used as return g• ❑Not Observable ducts are sealed. > ❑Not Applicable 403.2,3 Building cavities are not used as o ❑Complies Requirement will be met. [FR15]3 ducts or plenums. `c,`f ❑Does Not + ❑Not Observable ' ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 4F or chilled fluids ❑Does Not ,41 below 55 4F are insulated to R-3 ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies Requirement will be met. [FR1812 pipes are insulated to R-2. ❑Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title. Glover Addition Report date 10/14/16 Data filename C\Users\Rob\Documents\REScheck\Glover.rck Page 5 of 7 Section # Insulation Inspection Complies? Comments/Assumptions & Req.10 303.1 All installed insulation labeled or ❑Complies Requirement will be met. [IN13]2 installed R-values provided ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) :=Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title. Glover Addition Report date. 10/14/16 Data filename. C.\Users\Rob\Documents\REScheck\Glover.rck Page 6 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.iD 402 4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies Requirement will be met. 402 4.2.1 verified by blower door test result ❑Does Not [F117]1 of&lt;7 ACH at 50 Pa This requirement may instead be met [-]Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies Requirement will be met. [F14]1 construction with maximum ❑Does Not leakage of 8 cfm to outdoors, or ❑Not Observable 12 cfm across systems. For rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler 403.1,1 Programmable thermostats ❑Complies Requirement will be met. [F19]2 installed on forced air furnaces. r Ali ,.at; ❑Does Not ' ? ,;.R .•• ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not 14° ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ,;,# ❑Complies Requirement will be met. [F11112systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 4013 Compliance certificate posted ❑Complies Requirement will be met. [F17]2 ❑Does Not 19 _ ❑Not Observable ENot Applicable 303.3 Manufacturer manuals for y` ' ` ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. s ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- Glover Addition Report date: 10/14/16 Data filename. C:\Users\Rob\Documents\REScheck\Glover.rck Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.54 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments ISSUES/ REVISIONS ___` T0]V RESIDENTIAL GENERAL NOTES HO HT ��A 7 1. THI5 PROJECT 15 CONSTRUCTION OP AN ADDITION TO 48. FURNI5H ALL LABOR, MATERIALS, EQUIPMENT, PLANT, I , -0 AN EXISTING FAMILY RESIDENCE,CLASSIFIED AS R-3. TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR -L ^ S23050 0 2. THE HEIGHT OF THI5 BUILDING A5 DEFINED BY THE PROPER AND COMPLETE INSTALLATION OF ALL NEW �' (v RESIDENTIAL CODE NEW YORK STATE IS 19'-G°. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, OPE 1 V E D THE FLOOR AREA 15 743.2 SQ.FT.FOR THE EXISTING FIRST FLOOR, BUT NOT LIMITECJ TO: CONNECTIQN�a TO PREVIOUSLY � O O AND 328.5 sQ.FT FOR THE NEW SECOND FLOOR. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, 18 2 0 W W 3. THE TYPE OF CONSTRUCTION 15 TYPE V B)• SERVICESFEEDERS, DISTRIBUTION AND PROTECTION 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 201 O , Z) cj� .__I J RESIDENTIAL CODE OF N.Y.5.AND THE AF*FA WOOD FRAME EQUIPMENT, CONNECTIONS TO APPLIANCES, C7 O CONSTRUCTION MANUAL 1995 513CHIGH WIND EDITION GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND :D a- 5 G. CONCRETE TO BE PLAIN,UNREINFORCED.3,000 psi.-28 DAYTE5T, METAL DEER FENCE , A55UMED 501L 13EARING CAPACITY. 1,500IW5,1.17W ON THE APPLICABLE DRAWINGS AND AS NORMALLYt. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN METAL DEER FENCE LL1 • 11 7. ALL FOOTINGS TO REST ON 12"BELOW VIRGIN,UNDISTURBED SOIL. ^ \ 6. DESIGN LOAD CALCULATION ARE BASED ON: SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING C� ��' U T` Mr LOAD:A5 rrK TAISLE fEm r.4,IZESrDCNTrAL CODE Or NM'Yt7K'r<'5TATE. CONNU TIONS TO F IREV'?0U5 LY tN5 T ALLED Of� z W^ DEAD LOAD:CALCULATED AS PER R301,3 AS PER RCNY5. TRANSFORMERS AND ELECTRICAL DITRIBUTION �--- O CV I\ '�' LW LL_ SNOW LOAD:45 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5. ' SEISMIC DESIGN CATAGORYB. 49, AL WORK SHALL CONFORM TO THE REQUIREMENTS OF O U Q r-- - O WIND UPLIFT AND EXP05UP,E GATAGORY 'C", FOR 120 MPH 3 SECOND GUST. LOCATION LIVE DEAD DEFLECT LIMIT THE 2010 ELECTRICAL CODE OF NEW YORK STATE,THE W W O NATIONAL ELECTRICAL CODr E, NEPA NO, 70-1984 (NEC), , 1st Fl. 401$ 12 U3GO LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND , 2nd Fl.(SLEEP AREA) 30 LB. 12 L/3GO HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL A71C(NCW 5TOPOE1 20 L8. 10 U36tJ }" Q o ROOF 20 LB.GROUND SNOW I5 LB. U3GO MANUFACTURERS ASSOCIATION (NEMA)AND ANY OTHER 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE �Lij O [� ('''� AND THE NATIONAL ELECTRIC CODE,AND ANY APPLICABLE LOCAL CODES. MORE 5TRINGENT REQUIREMENTS WILL APPLY. Lij OQ o 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE 50. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL U LIJ Q LffXFODETECTORS A5 TER BY CODE, BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL O O p O W �- I 1. ALL EXPOSED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. (n 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH Ch 0v AND STANDARDS, THEY WILL BE INSTALLED. Z Z O O 0 J3. ALI 1A^,AIDOUS TO 5F THERMAL l I-%1LATED LCnM04 ,E ,455, l417H ARGCW GA5. 51. ALL WORK ON THE ELECTRICAL 5Y5TEM SHALL BP ' ZO 14, THE ARCHITECT ASSUMES NO RE5P051BILITY FOR THE CONSTRUCTION PERFORMED BY OR UNDER THE 5UPERV15ION OF A p 5---' \ MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR PROPERLY LICENSED MASTER ELECTRICIAN. SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 52. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ❑ Q THERE ARE NO WARRANTIES,NOR ANY MEKCHANTIBILITY OF FITNESS ALL PERMITS, LICENSES AND IN5PECTION5 AS REQUIRED FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, ANDLd PLANS. F_ 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. ANY OTHER APPLICABLE JURISDICTION. �' DO NOT SCALE DRAWINGS.FOLLOW DIMENSIONS ONLY. 53. CARBON MONOXIDE DETECTORS 5HALL13E DIRECTLY z 1 "7 I , �1 f 4. 1 f 1 G. CONTRACTOR(5)5HALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT COWtC i CD 70-II t)'E L�iGr'ITI)1 G C)nlL)1'I S W I 0 NO 1-1_.�^ � Q / SHOW N,U5TED,OR DESCRIBED ON THESE DRAWINGS SUBJECT TO INTERVENING WALL SWITCH. LINE CORD-CONNECTED, 1 O Z W QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS NOTED. CONTRACTOR DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE �L O SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON r` U COMPLETE THE WORK. M 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL EACH LEVEL ON WHICH SLEEPING QUARTERS ARE W OF EXISTING WORK AND/OR IN5TALLATION OF NEW WORK. LOCATED. W 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK 54. SMOKE DETECTORS IN CONFORMANCE WITH THE O r AS CL05ELYAS POSSIBLE UNLESS OTHERWISE NOTED. Z f 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH ELECTRICAL CODE OF NEW YORK STATE AND THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA \Q� 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE AND CERTIFICATE OF OCCUPANCY. �- 2 1. CONTRACTOR SHALL DEMOL15H PARTS OF EXISTING ROOF A5 NECESSARY, PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN W f XI S TI N G AND REMOVE DEBRIS. EACH 5PLEEPING AREA, AND ON EACH FLOOR LEVEL. (-) I' l LO 2 STORY QO p 22. EY15ITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED < FR. HOUSE AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. y 23. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR ' 1 O Q• d f HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT AS NECE55ARY. IL 7y�Ji 0 PROPO5ED 5ECOND "J T 24. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED 5TORY FAMILY BY BY THE DRAWINGS AS SPECIFIED HEREIN,OR PEA50NA13LY IMPLIED AS n NECF55ARYTO COMPLETE THE WORK. O z W ROOM ADDITION TO 25. FASCIAS,SOFFITS AND EXTERIORTRIM SHALL MATCH EXISTING. ui 2G-, INTERIOR TRIM SMALL MATCH EXISTING. (i0 y Q `^�I EXISTING ONE W 27. FRAMING ELEMENTS: L� I"- ` V Q A. ALL FRAMING LUMBER SHALL BQ E GRADE STAMPED DOUGLAS FIR- 0 � 5TO RY GARAGE f �, 0 n LARCH STRUCTURAL GRADE No.2 OR BETTER. CLIMATIC AND GEOGRAPHIC CRITERIA ^ \ \\\\\\ 3 5. 6 B Al SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED, GROUND SNOW LOAD 20 P5F (PER FIG.8301.2(5)RCNY5) LO Q` y-1- C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1, WIND SPEED 120 MPH (PER FIG.R301.2(4)RCNY5) \ LLI46. 07 O f � O 3!4"MIN.THICKNESS. SEISMIC DE51GN CATAGORY B (PER SECT.R301.2(2)RCNY5) D ALL HEADERS G'-O"AND OVER SHALL BE 5UPPORTED WITH DOUBLE WINTER DE51GN TEMP I 1°F (PER TABLE N 1 10 1.2) �__j UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL FLOOD ZONE ( N/A ) (PER FEMA MAP) ° CD W BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. FROST LINE DEPTH 3G-" z�O 0 E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR WEATHERING PROBABILITY SEVERE (PER FIG.830 I.2(3)RCNYS) W 22. 3' Ld V)� dLli- BEAMS AS PER N.Y.5.CODE OR AS NOTED @ 8'-a'O.C.MIN.. p WEATHERING LOAD CALCULATIONS (UNIFORM LIVE LOADS) N THESE PLANS ARE AN INSTRUMENT F T SERVICE AND ARE THE PROPERTY OF THE PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. X Q� ARCHITECT.INFRINGEMENTS WILL P P"41RX. FR.AAAINR slli"4"P.AL1 GIP€NINE.n f"YLIRHTE„s,TAiRS„ETLt.) PCIO' 191-ATHEit TWAN SkEEPINQ ,In P.GI (FEF!T'&OLE 3611.S.FtCNYS�) � ry 6/ OR AS NOTED ON DRAWINGS. SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNY5) W �� 1� BE PROSECUTED G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 30 1.5 RCNY5) f W w`r 2016) ALL RIGHTS RESERVED A5 NOTED ON DRAWINGS. ATTICS WITHOUT STORAGE 10 PSI 4 H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED STAIRS 40 P51 (PER TABLE 301.5 RCNY5) 4• W sjo`VG GALVANIZED METAL CONNECTORS BY"SIMP5ON"OR APPROVED EQUAL. 1 NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM. ' ' Q -.j ALL ONG'STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ., t 1 j Q ^' ALL EXTERIOR NAILS SHALL BE GALVANIZED. z Y L-_ ` �1 _j C� J PLYWOOD SHEATHING TO BE NAILED di NAILS @ 4"O.C.EXTERJOK EDGES ^\ ,h. SHED �� r W AND Gd NAILS @ 12"O.C.INTERMEDIATE. Q W K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. I CC S L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH � U) G GALVANIZED HURRICANE TYPE CONNECTORS BY"51MP5ON"OR APPROVED U Robert 1. Brown EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CUPS AT ALL 10. 2 PERIMETER JOISTS TO GIRDER CONNECTIONS. Architect, P.C. 28. PROVIDE 7/I G" TH.PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS.PANELS TO BE LABELED FOR EACH OPENING.PROVIDE FASTENERS IN ACCORDANCE WITH TABLE I G09.1.4 BLDG.CODE OF NEW YORK STATE. LL_ ► , 1 Z.OS Bair Ave. Greenport NY 29. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. L1.1 in.To@nbrownarchitect.com nbrownarchitect.com 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/t PA WCFM-1995. Q0 182 . 00 ' ^ 9 W Ll j W 3 477-975 (SEE NAILING SCHEDULE) � v J � N/0/F ►-�-► 6 i- a 3 1.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL N23050 0 �- Lu_ EPDM OR APPROVED RUBBERIZED MEMBRANE. U 00 32.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS EDWARD J M CGARR Y JR co 0 AND CRICKETS SHALL BE ALUMINUM. WIT IS A VIOLATION OF THE LAW FOR ANY PERSON, 33.STEP FLASHING SHALL BE USED AT ALL XC STEP � UNLESS ACTING UNDER THE DIRECTION OFA OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,AND LICENSED ARCHITECT,TO ALTER ANY ITEM ON ROOF AND WALLS. THIS DRAWING IN ANY WAY.ANY AUTHORIZED 34.INSULATION SHALL BE BATT INSULATION OF THICKNESS ALTERATION MUST BE NOTED,SEALED,AND INDICATED ON THE DRAWINGS AND SHALL BE 2-Y2 LB. DENSITY FIBER-GLASS BATTS CONFORMING TO THE DESCRIBED IN ACCORDANCE WITH THE LAW. SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 INSULATION. NAAMM 5TANDARD 51, I b-70. t 35.INTERIOR DOORS SHALL MATCH EXISTING. 3G,NEW HARDWARE SHALL MATCH EXISTING. D Apo 37.GYPSUM BOARD SHALL BE EASED EDGE TYPE, \EBF CONFORMING TO ASTM C3G,AND SHALL BE A/ �� I,Q f,*1 '5HEETROCK 5W"BY U.S.GYPSUM CO.OR APPROVED v i1 EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BEY". 38.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER 13EAD5. NAILING SCHEDULE 39.CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS (PER AF 0 PA AMERICAN WOOD COUNCIL WFCM FOR ISS.... ts`1 EXISTING EXCEPT AS NOTED s AND INSTALLED WITH THIN SET ADHESIVE. ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) 40.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING MOORE OR APPROVED EQUAL..APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ROOF FRAMING SCALE III -- I OI I '� RECOMMENDATIONS. COLOR TO BE SELECTED. 41,EXISTING INTERIOR WALLS AND CEILINGS SHALL BE RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER CLEANED AND REPAINTED. NEW WALLS AND CEILINGS CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST SHALL BE SEALED AND PAINTED.PAINTING SHALL BE TWO CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP (2)COATS BENJAMIN MOORE AQUA PEARL LATEX FINTED, CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP BASED ON SURVEY BY COLOR TO BE SELECTED. RIDGE STRAP(EACH END) 2 PER TIE J 42.INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED, BLOCKING TO RAFTER(TOE-NAILED) 2-811 EACH END PECON I C SURVEYORS DATED CLIENT/OWNER AND F0415HED WITH TWO(2)COATS BENJAMIN MOORE RIM BOARD TO RATTER(END-NAILED) 2-1 Gd EACH END LATEX ACRYLIC 5EMI-GLO55 FAINT. WALL FRAMING SEPTEMBER 14, 201 6 43.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT EQUIPMENT AND SERVICES NECF55ARYTO PROVIDE A TOP PLATE5 AT INTERSECTIONS(FACE-NAILED) 4-1GdJ015T EA.SIDE JIM AND JOANNE HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES 5TUD TO STUD(FACE-NAILED) 2-1 Gd 24'O.C. AS REQUIRED 8Y THE DRAWINGS AS SPECIFIED HEREIN, HEADER TO HEADER(FACE-NAILED) 1 Gd I G"O.C.ALONG EDGES OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 GdA-I Gd PER 2x4,2x6,20 RESPECTIVE SCTM N O 1000- 104-01 -2G GLOVER THE WORK. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 44,PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT EUIPMEN T,AND SERVICES NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS FLOOR FRAMING SPECIFIED HEREIN,OR REASONABLY IMPLIED A5 JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-811 PER J015T ARBA = 8 1 G-3 SF NECESSARY TO COMPLETE THE WORK. BRIDGING TO JOIST(TOE-NAILED) 2-811 EACH END 45,ALL FIXTURES,FAUCETS,ACCESSORIES,ETC.SHALL BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END CONFORM TO THE NEW YORK STATE ENVIRONMENTAL BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK NO CHANGE IN LOT COVERAGE. CN5ERVATION LAW WITH REGARDS TO WATER SAVING LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST PROJECT TITLE AND CON5EVATION. ALL FIXTURES SHALL BE ON THE JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-811 PER J015T NO BEDROOMS ADDED APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING BAND JOIST TO J015T(END-NAILED) 3-1 Gd PER JOIST FIXTURES"A5 PUBLISHED BY THE NEW YORK STATE BAND J015T TO SILL OR TOP PLATE(rOE-NAILED) 2-1 Cd PER FOOT ADDITION DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4G.ALL WORK ON THE PLUMBING SYSTEM SHALL BE ROOF SHEATHING PERFORMED BY OR UNDER THE SUPERVISION OF A STKUCURAL PANELS 8d (TABLE 3.8) 1125 STERLING ROAD PROPERLY UCEN5ED MASTER PLUMBER. UPON DIAGONAL BOARD SHEATHING CUTCI iOGUE, NY I3gj COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER I'%G'OR I N8' 2-8d PER SUPPORT CERTIFICATE AS REQUIRED BY THE TOWN OF 50UTHOLD. IN 10'OR WIDER 3-811 PER SUPPORT 47.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,CERTIFICATIONS,LICENSES AND CEILING SHEATHING INSPECTIONS A55 REQUIRED 13Y LOCAL,STATE,AND GYPSUM WALLBOARD 511 coolers 7'EDGE/10'FIELD DRAWING TITLE FEDERAL AUTHORITIE5,AND ANY OTHER APPLICABLE JURISDICTION. WALL SHEATHING D STRUCURAL PANEL 8D (TABLE 3.9) � SITE PLAN FIBERBOARD PANELS GENERAL NOTES 7/1 G' GD 3-EDGE/G'FIELD 25/32' 8D 3'EDGE/G'FIELD GYPSUM WALLBOARD 511 coolers 7'EDGE/I O'FIELD 1 ' HARDBOARD 8d (TABLE 3.9) }'v 1 I PARTICALBOARD PANELS 8d (TABLE 3.9) DIAGONAL BOARD SHEATHING I"xG'OR I'x8" 2-8d PER SUPPORT I'x 101 OR WIDER 3-811 PER SUPPORT FLOOR SHEATHING TO`YN O�OUT'oLD SEPTEMBER 23, 201 6 SCALE AS NOTED STRUCURAL PANELS DRAWING NO. I'OR LESS 8d G'EDGEI 12"FIELD GREATER THAN I" 1011 G"EDGE/G'FIELD DIAGONAL BOARD SHEATHING I NG"OR I"x8" 2-811 PER SUPPORT IN 10'OR WIDER 3-8d PER SUPPORT 155UE5/REVISIONS 1 (1/0 RESIDENTIAL GENERAL NOTESHORTOIVROAD ' 48. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, Z o >I. THISANE PROJECT IS CONSTRUCTION OF AN ADDITION TO TOOLS, AND SERVICES NECESSARY AND REQUIRED FORS23 5O 00 " E AN EXISTING FAMILY RESIDENCE,CLASSIFIED AS R-3.2. THE HEIGHT OF THI5 BUILDING AS DEFINED BY THE PROPER AND COMPLETE INSTALLATION OF ALL NEW (yRESIDENTIAL CODE NEW YORK STATE 15 19'-6•. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, ( UNOPENED ) THE FLOOR AREA 15 743.2 50.FT.FOR THE EXISTING FIRST FLOOR, BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY U 0 O >_ AND 328.5 5Q.FT FOR THE NEW SECOND FLOOR. INSTALLED ELECTRICAL 5Y5TEM5, WIRING, LIGHTING, 1\ 1 8 2 . 0 0 ' t J J 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B). SERVICES, FEEDERS, D15TRIBUTION AND PROTECTION ~_ 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 W RESIDENTIAL CODE OF N.Y.5.AND THE AF t PA WOOD FRAME EQUIPMENT, CONNECTIONS TO APPLIANCES, cq 3 F- O CONSTRUCTION MANUAL 1995 515CHIGH WIND EDITION GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND Z) a- 5. A55UMED SOIL BEARING CAPACITY. 1,500 1b4q.Ft. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN METAL DEER FENCE 6. CONCRETE TO BE PLAIN,UNREINFORCED,3,000".-28 DAY TEST. ON THE APPLICABLE DRAWINGS AND AS NORMALLY METAL DEER FENCE LLJ 7. ALL FOOTINGS TO REST ON 12'BELOW VIRGIN,UNDISTURBED 501E ^ U �( 8. DE51GN LOAD CALCULATION ARE BASED ON. SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING LO z W^ UVE LOAD:AS PER TABLE 8301.4,RESIDENTIAL CODE OF NEW YORK STATE. CONNECTIONS TO PREVIOUSLY INSTALLED �^ LL N^ W DEAD LOAD:CALCULATED As PER F301.3 A5 PER RGNYS. TRANSFORMERS AND ELECTRICAL DITRIBUTION 0 Ln SNOW LOAD:45 PSI GROUND SNOW LOAD(AS PER FIG.8301.2(5)IKCNY5. SYSTEMS. SEISMIC DE51GN CATAGOKY B. U 0 WIND UPLIFT AND EXPOSURE CATAGORY 'C, FOR 120 MPH 3 SECOND GUST. 49. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF O J mo jQCLTIQN LIVE DEAD DEFLECT LIMIT THE 201 O ELECTRICAL CODE OF NEW YORK STATE,THE W I- 0 ^ W NATIONAL ELECTRICAL CODE, NFPA NO, 70-1984 (NEC), LL_ ICA F7: 40 LB 12 L/3Go LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND 2nd El:(BLEEP AKEIM 30 LB, 12 l/3GO HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL ATTIC(NON 5TOKPE) 20 LB, 10 l/3G0 >_ 0 0 0 ROOF 20 L.B.GROUND SNOW 15 LB. v36o MANUFACTURERS ASSOCIATION (NEMA)AND ANY OTHER 9- ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE z O YZ 0 AND THE NATIONAL ELECTRIC CODE,AND ANY APPUCABLE LOCAL COM. MORE STRINGENT REQUIREMENTS WILL APPLY. LL.. W U Z Q O�10.PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE 50. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL �?: LLJ O V) DETECTORS AS RE(7D BY CODE. BEAR THE UNDERWRITERS LABORATORIE5, INC. LABLEL O 0 C) O 1 1. ALL EW05ED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES AND W SUITABLE FOR THE ENVIRONMENT IN WHICH O AND STANDARDS. THEY WILL BE INSTALLED. z Z 0 00 O P 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS. 51. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BEZ U PERFORMED BY OR UNDER THE 5UPERV15ION OF A m O 14: THE ARCHITECT ASSUMES NO I�SFOSIBILJTY POP.fiHE CONSTRUCTION PERFORMED MEA)'15,METHODS,TECHNIQUES,SEQUENCES,OR FPOCEDURE5,OR FOP, PROPERLY LICENSED MASTER ELECTRICIAN, ElSAFETY FFECAUf1ON5 AND FPOGFAM5 IN CONNECTION WITH THE W>DM 52, THE CONTRACTOR SHALL OBTAIN,SUBMIT, AND PAY FOR THERE ARE NOWAPPAWIE5,NOR ANY MFPCHANTIBILITYOFFITNE55 ALL PERMITS, UCEN5E5 AND INSPECTIONS AS REQUIRED F9R A ar€CIFIC UM€fffn3€Il er.IMrU€®IN THE VIC OF THEM PLANB: BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND5. 31 15: C®NTRACfOK TO VPKITY ALL DIMF_NBIONB BEP@FI 5TAR.fiIN0 OON5fiP<(/Cfit®N. ANY OTHER APPLICABLE JUR15DICTION. Lli~ _ DO NOT OCALE DRAWING&FOLLOW DIMENBION5 ONLY: 53. CARBON MONOXIDE DETECTORS 5HALLBE DIRECTLY z Ix I- 17. 1 ' 4. 1 ' CONNECTED TO THE LIGHTING CIRCUITS WITH NO Q 16, CONTRACTOR(5)SHALL FURNI5H AND INSTALL ALL MATERIAL AND EQUIPMENT ' O SHOWN,U5TED,OR.DE5CRI6ED ON THESE DRAWINGS SUBJECT TO INTERVENING WALL SWITCH, LINE CORD-CONNECTED, L.L Z CL OIJAUFICATION5,CONDITIONS,OR ExCEP(IONS A5 NOTED, CONTRACTOR DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE O 5HALk FURNISH ALL LABOF SCAFFOLDING,AND TOOL5 NECESSARY TO NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON r C> COMPLETE THEHALL EACH LEVEL ON WHICH SLEEPING QUARTERS ARE 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL co OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. LOCATED. LLJ 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EX15TING WORK 54. SMOKE DETECTORS IN CONFORMANCE WITH THE U 1 A5 CLO5ELYA5 POSSIBLE UNLESS OTHERWISE NOTED. ELECTRICAL CODE OF NEW YORK STATE AND THE Z NEW ST PS AND 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH W MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA LAN DI N �Q- 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE L. AND CERTIFICATE of OCCUPANCY. PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN W (-Lf EXISTING STING 21. CONTRACTOR SHALL DEMOUSH PARTS OF EXISTING ROOF AS NECESSARY, Q U 2 STORY O� AND REMOVE DEBRIS. EACH 5PLEEPING AREA, AND ON EACH FLOOR LEVEL. 22.ASSN CESSARY DURING DEMOLITION AUCTURE AND INTERIORS ND ONSTRU ON. PROTECTED Y z FR. HOUSE 23. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL 0 NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT AS NECESSARY. 24. FROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND KUI ^ 0 F- SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQRED z BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY IMPLIED AS ON51DEEX15T M - W NECESSARY TO COMPLETE THE WORK. W 25. FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. LJ_J z GW26. INTERIOR TRIM SHALL MATCH EXISTING. (LJ �t Q > 27. FRAMING ELEMENTS: LO oU A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- O Q LARCH 5TRUCTURAL GRADE NO.2 OR BETTER. CLIMATIC AND GEOGRAPHIC CRITERIA O 3 5 6 Q � a- B ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. GROUND SNOW LOAD 20 P5F (PER FIG.8301.2(5)RCNY5) � n C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXP05UIRE 1, WIND SPEED 120 MPH (PER FIG.8301.2(4)RCNYS) W �� L / 3/4'MIN.THICKNESS. SEISMIC DE51GN CATAGORY B (PER SECT.R301.2(2)R.CNY5) (n 46, 00 D ALL HEADERS 6'-O'AND OVER SHALL BE SUPPORTED WITH DOUBLE WINTER DESIGN TEMP I I•F (PER TABLE N 1 101.2) Li Im UPRIGHTS,9'-0'AND OVER WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL W p Z x® ` 0 BE A MIN_OF(2)2'W OR AS SHOWN ON DRAWING_ FLOOD ZONE ( N/A ) (PER FEMA MAP) 30 E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FL WIEATHE"NG PRNE ROOBABIUIY SEVERE (PER FIG.R301.2(3)RCNY5) W 22. 3' 06 � l::� BEAMS AS PER CEN-YF GODS ORAS NOTED @ 8OF.o_c.MIN_. DE51GN LOAD CALCULATION5(UNIFORM LIVE LOAD5) U Z I V) • 8 gge PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. F DOUBLE FRAMING AROUND ALL OPENINGS(5k i IGHTS,STAIRS.ETC_) ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) W 1_ z _ Q OR AS NOTED ON DRAWINGS_ 5tfffWG ROOMS 30 P51 (PERTABLE 301.5 RCNY5) f ■j., ■L q 1�q G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLtt PARTIT10hEi OR ATDC5 WITH UMflED STORAGE 20 PSI (PER TABLE 301.5 RCTIYS) LL10 P54 TBA -ALL alra��Wf 9pR V ED H ALL AS FLUSH WOOD ONOTED ON NfCTION5 SHALL BE FASTENED WITH RATED STAIRS ATTICS WfTtlOtn STORAGE 40 P51 (PER TAME 301.5 F%M ) 4.4 S• W � y ��® GALVANIZED METAL CONNECTORS BY'51MP50W OR APPROVED EQUAL Q W W I NAILING SCHEDULE SHALL BE AS PER N.Y_5.BUILDING CODE AS A MINIMUM_ �1 J ALL 2'x6'5TUD5 SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. Q ALL EXTERIOR NAILS SHALL BE GALVANIZED. z a' SHED W IleN J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O-C.EXTERliOR EDGES V AND Gd NAILS @ 12.O.C.INTERMEDIATE. 0 W K ALL INTERIOR AND EXTERIOR FIN15HE5 TO BE SELECTED BY OWNER LJ I L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD VMll Robert 1. Brown GALVANIZED HURRICANE TYPE CONNECTORS BY'5tMP5ON'OR APPROVED O EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CUPS AT ALL 1 0. 2JArchitect, PERIMETER JOISTS TO GIRDER CONNECTIONS. +<�� 28. PROVIDE 7/16' TH.PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND NY DOORS.PANELS TO BE LABELED FOR EACH OPENING_PROVIDE FASTENERS IN ACCORDANCE WITH TABLE 1609.1.4 BLDG_CODE OF NEW YORK STATE. In Orl r Ave,Bay Greenport � 29. LOAD PATHS ARE INDICATED 15Y SECTION DRAWINGS. N v J W I� 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH M451/AF A PA WCFM-1995. ( 1 Of �^ � �� N/O/F W W W w 182 . 00 ' �l 63� 477 9752 (SEE NAILING SCHEDULE) `.J o N23050 0 0 W 31.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL � BE EPDM OR APPROVED RUBBERIZED MEMBRANE_ 0 0 0 32.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS EDWARD .J M CGARRY JR 0 0 AND CRICKETS SHALL BE ALUMINUM. W 33.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS UNLESS ACTING UNDER THE DIRECTION OFA OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP � LT<S A VIOLATION TH [AW OR ANY PERSON, ON FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT immZ5ECTION OF ROOF AND CHIMWY,AND I H n Y W Y AU CCE RO 771LSDRA\IN19dGINALdYM'AY_A�IYAIJifIOR®.ID ROOF AM)WALLS. ALTERATION MU9r BE NOTED,SEALEID.AND 34_INSULATION S"ALL BE BATT MI5UAATION OF THICKNE55 DFS�tB®[LCL ACCORDANCE WLiH TELE IAFV. INDIICAT®ON THP DRAWUNGS AND SHALL BE 2Z LB. DBRS( 7R-1,lY F� dAA56151RT65 COU,:EO�ALNG TO THE ` SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 INSULATION. NAAMM STANDARD 51, 1 b-70. 35.INTERIOR D0095 SHALL MATCH EXISTING_ 36.NEW HARDWARE SHALL MATCH EXISTING. 37.GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO ASTM C3G,AND SHALL BE '5HEETROCK 5W BY U.S.GYPSUM CO.OR APPROVED EQUAL GYPSUM WALIBOARD THICKNE55 SHALL BEP. 38.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKI ED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. NAILING 5CHEDULE 39.CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS } (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR , AND INSTALLED WITH THIN SET ADHESIVE. ONE AND Two FAMILY DWELLINGS 1995 513C HIGH WIND EDITION) EXISTING EXCEPT AS NOTED 40.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING W fN MMWAMd 19�r€M-ATIM_q MO ROOF FRMINC SCALE 111 = 101 bfrYf€�@Ail@Fly: € @ i®6E§ lfiF�: 3 PEK RAFTER 41:€�l4§f1F16 lifFEW9 W4[§AFIp 9r`--lyN6§_604 R T®fi®F RAM()®E�AILI &LFAFIFP AMP WA ffW: EFW W41,§MP 9Ll0N6§ LIMN§JOI§T TO TOP MATE(Tg-NAILED 3 PER JOIST §1444 W§F4-ffi APP FAIFIf€-P:pMWIH6§IA4 Iff TWA CFILINEv J01-5t TO FAMLfL KqW(FAC€-NAILEL3 3 EACH LAr (a)U3®ATS BENJAMIN MMB€AQUA FEARL CAT€X PINT€O, 450LIN6 JOIST LAF9&,/EK PARTITION((QAC€-NAJL€61 5 EACH LAP BASED ON SURVEY BY COLOK TO BE SELECTED. RIDGE 5TRAP(EACH END) 2 FER TIE CLIENT/OWNER 42,INTERIOR TRIM SHALL BE BANDED SMOOTH,PRIMED, BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END PECON I C SURVEYORS DATED AND FINISHED WITH TWO(2)COATS BENJAMIN MOORE RIM BOARD TO RAFTER(END-NAILED) 2.16d EACH END LATEX ACRYLIC 5EM14LOB5 PAINT. WALL FRAMING 43,PROVID€ALL LAI;MMATER1AL.8,TRAN5PORTATION, TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1Gd PER FOOT SEPTEMBER 14, 201 G JIM AND JOANNE EQUIPMENT AND 5ERVICE5 NECESSARY TO PROVIDE A TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I Gd J015T EA.51DE HVAC 5Y5TEM TO HEAT AND COOL THE UVING SPACES STUD TO STUD(FACE-NAILED) 2-16d 24'O.C. �T O �^� A5 REQUIRED BY THE DRAWINGS A5 5FECIFIED HEREIN, HEADER TO HEADER(FACE-NAILED) 16d I G"O.C.ALONG EDL GES OR REASONABLY IMPUED AS NECE55ARY TO COMPLETE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-I Gd,3-I Gd,4-16d PER 2x4,2x6,2x8 RE5PECTIV S CTM NO 1000- 104-01 -2G THE WORK. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 44.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EUIPMEW.AND SERVICES NECESSARY TO COMPLETE ALL END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS FLOOR FRAMING SPECIFIED HEREIN,OR REASONABLY IMPLIED AS J015T TO SILL,TOP FLATS TO GIRDER(TOE-NAILED) 4-8d PER JOIST AREA = 18, 1 G3 5f NECESSARY TO COMPLETE THE WORK. BRIDGING TO J015T(=-NAIL[D) 2-8d EACH CND 45.ALL FIXTURES,FAUCETS,ACCESSORIES,ETC.SHALL BLOCKING TO J015T(TOE-NAILED) 2-811 EACH END CONFORM TO THE NEW YORK STATE ENVIRONMENTAL BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK NO CHANGE IN LOT COVERAGE. PROJECT'TITLE CN5ERVATION LAW WITH REGARDS TO WATER SAVING LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T AND CON5EVATION. ALL FIXTURES SHALL BE ON THE J015T ON LEDGE TO BEAM(TOE-NAILED) 3.64 FER J015T NO BEDROOMS ADDED APPROV€D'UST OF CERTIFIED WATER,SAVING PLUMBING HAND J015T TO J015T(END=NAILED) 3.16d PER J015T ADDITION FIXTURES A5 FUBUSHED BY THE NEW YORK STATE BAND J013T TO SILL OR TOP PLATE(TOE.NA((J}D) 2-16d PER PORT STERLING AD T DEPARTMENT OF ENVIRONMENTAL CON5ER112VATION, ERLING ROA 46,ALL WORK ON THE PLUMBING SYSTEM SHALL BE ROOF 5HEATHING S S 1 PERFORMED BY OR UNDER THE SUFEPVISION OF A STRUCURAL PAN€LS 8d (TA5LE 3,8) CUTCHOGUE, NY u935 PROPERLY UCEN5FD MAYSTEK PLUMMER, UPON ®IA904AC BOARD 9"EA TH046 comm m,f"t FLmwk§1#A4 movoor A faffI, 11W091W 2=m PER SUPPORT _. fffflOgAff A§WWIffP ff W TO(Or E.yt§LIfFlM: 11%I of op'll"9179 3=814 PER SUPPORT 47:fw t4f"&firm-&"Alt o fA#),tf~l Any FAY rof A4 ffik %affIlIFICAWN5,illat6tJ AND MUNE 5111rATHING DRAWING TITLE I► til A FF LSA) �f'L AV(U U�WWWAM 54€ 9 EL OE/10'FW FL®LKAL A t fl€ ,AN9 ANY fI€ AFFN AI�LF WALE 5HEATHINO JUK190ttfION: ALL/GLIPAL FApIFL 60 (fiaSlE 3:3) [ECEVE SITE PLAN FII€c'�AKD FANEL§ D 3/1& 60 3�ED�/a'm� GENERAL NOTES 25/32' 8D 3'EDGE/G'FIELD D �� GYPSUM WALLBOARD 5d coolers 7TDGE/10'MELD HARDBOARD 8d (TABLE 3.9) PARTICALBOARD PANELS 8d (TABLE 3.9) 1 DIAGONAL BOARD SHEATHING JAN I I k6'OR 15c8' 2-8d PER SUPPORT SCALE I k 10'OR WIDER 3-8d PER !5 DECEP�SER, 20!6 SUPPORT AS NOTED FLOOR SHEATHING STRUCURAL PANELS BUILDING DEPT. DRAWING NO. 1'OR LE5s Od WEDGE/12'FIELD TOWN OF SOUTii®:IDoft GREATER THAN I' I Od 6'EDGE/G'FIELD DIAGONAL BOARD SHEATHING I'x6'OR IW 2-8d PER SUPPORT I k 10'OR WIDER 3-8d PER SUPPORT 155UE5/REVISIONS A FF-I EX15TING WINDOW TO REMAIN O EXISTING GARAGE 19 N EX15TING MT"Tnom REMOVE EXISTING TILE AND RETILE - -._ ....._-- FLOOR FUTURE BUILT-IN PROVIDE ELECTRIC RADIANT HEAT PAD UNDER NEW AND - EX15TING HALLWAY RE—TILED FLOORS ap I REMOVE EX15TING ' TILE AND RETILE p NEW FLOOR TO BE z FLOOR LEVEL WITH EXISTIN az cc IN5TALL TILE FLOOR, p — TILE TO BE I ROVLDED _ BY OWNER EX15TING WINDOW 23'-J" REFRAM FOR NEW DO R HEIGHT o TO REMAIN 2'-10 112' 2'-10 112- c0 F I R 5 T F LOOK PLAN NEW 5TEP5 AND EMOTING EXC Erfi A5 NOTED LANDING EXI 5TI N G NORTH E L E V A T I O N THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE A ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED zo16 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 2o5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FORANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. _. .. . CLIENT OWNER JIM AND JOANNE GLOVF.R PROJECT TITLE ADDITION u25 STERLING ROAD CUTCHOGUE, NY u935 DRAWING TITLE FLOOR PLANS AND ELEVATIONS EXISTING EAST ELEVATION 15 �ECEM6ER, 201 6 �'� EXi STi NG WEST ELEVATION 1/4" = 1'-0" DRAWING NO. ISSUES KEV151ON5 EX15TING GARAGE V4 EXISTING ROOF TO REMAIN F .38 E %TT I SULA ION " FIRE CODE GYP. BD. Z FIRE CODE GYP. BD. THESE PLANS ARE AN INSTRUMENT OF 11 CEIG R-38 BATT INSULATION SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL IN CEILING BE PROSECUTED X7'XYY' Y EX15TING 2x8 J015T5 EXISTING 2xb J015T5 =6 ALL RIGHTS RESERVED R 38 BATT IN5LILATION I CEILING EX15TING 2xp 4015T5 FINISH WITH GYP.BD. —2'X 4' NON LOAD I i 2"X 4"NON LOAD GYP BE) BEARING PARTITION 5 DEARING PARTITION EX15TING HOUSE R-15 BATT INSULATION INSULATE EXISTING R-15 BATT IMLkTION IN NEW WALL5 EMRIOR WALL,CO\fTR IN NEW WALL5 Robert L Brown \MTN GYP BD Architect, P.C. RAISED MOOR ftu5m"Th EX15TING IN HOME a® HaAw. Gmpport NY , I lj EXISTING SLAB of bmWndmhltkt-mfn NEW 2x 10 J015T5 NEW 2x 10 JOISTS I G"OC NEW 5TrM AND LANDING kIQWI)AK"ffWf to AMR W ffm ON THIS DRAWINg IN ANY WAY:ANY ALITHON171 1) ALTERATION MUST OF NOTED,SFALER AND DEWRINK)IN A"KPANCE WITH THP LAW: E C T 1 0 N SECTION 13 EXISTING EXCEPT A5 NOTED EXISTING EXCEPT AS NOTED SCALE 1/4' I'O' SCALE 1/4' I'-0' CLIENT OWNER JIM AND JOANNE GLOVER PROJECT TITLE ADDITION 1125 STERLING ROAD CUTCHOGUE, NY 11935 DRAWING TnU SECTIONS SCALE 15 DECEMBER, 201 G 114" = 1'-0" DRAWING NO. A6 ISSUES/ REVISIONS RESIDENTIAL GENERAL NOTES iLl U A it pI HO R I. THIS PROJECT IS CONSTRUCTION OF AN ADDITION 70 48. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, 9 � � �� `� NOTED 91/ AN EXISTING FAMILY RESIDENCE,CLA551FIED AS R-3. TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR �^ ^ S23050 o DATE: g,p 2. THE HEIGHT OF TH15 BUILDING AS DEFINED BY THE PROPER AND COMPLETE INSTALLATION OF ALL NEW 1 (v RESIDENTIAL CODE NEW YORK STATE 15 1 E EX ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, ( UNOPENED ) THE FLOOR AREA IS 743.2 SQ.FT.FOR THE EXISTING FIRST FLOOR, j FEE. BY *N-T-�A BUT NOT LIMITED TO: CONNECTIONS TN PREVIOUSLY U O O . (�AND 328.s SQ.L'f FORTHE NEwsecoND FLooR. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, v w NOTIFY BUILDING DEPARTT 3. THE TYPE OF CONSTRUCTION O TYPTHE V(B). SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 201 O � (� _I J 765-1602 2 AM TO 4 PM FOR THE RESIDENTIAL CODE OF N.Y.5.AND THE AF t PA WOOD FRAME EQUIPMENT, CONNECTIONS TO APPLIANCES, F- O FOLLOWING INSPECTIONS: CONSTRUCTION MANUAL 1995 513CHIGH WIND EDITION GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND 5. ASSUMED 5OILBEARINGCAPACITY. ISOOIb./Sa.Ft. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN METAL DEER FENCE o- 1. FOU�lDATIOId - Two fiEQU!R�D G. CONCRETE TO BE PLAIN,UNREINFORCED,3,000 p5.-28 DAY TEST. ON THE APPLICABLE DRAWINGS AND AS NORMALLY METAL DEER FENCE W 7. ALL FOOTINGS TO REST ON 12'BELOW VIRGIN,UNDISTURBED SOIL. \J \ FOR - FR CONCRETE SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING U7 Ln -S� \ 2. ROUGH FRAMING & PLUMBING8. DESIGN LOAD CALCULATION ARE BASED ON: � Z W^ 3. INSULATION LIVE LOAD:AS PER TABLE P301.4,RESIDENTIAL CODE OF NEW YORK STATE. CONNECTIONS TO PREVIOUSLY INSTALLED W^ (� N^ W d- CL DEAD LOAD:CALCULATED A5 PER 8301.3 AS PER RCNY5. TRANSFORMERS AND ELECTRICAL DITRIBUTION r-. I� `� SNOW LOAD:45 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)ROWS. SYSTEMS. Li- ` O �_ �- (� � �� v J 4. FINAL - CONSTRUCTION MUST SEISMIC DESIGN CATAGORY B. 49. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF O C) O WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. BE COMPLETE rO.� C.O. THE 2010 ELECTRICAL CODE OF NEW YORK STATE,THE H O ALL CONSTRUCTION SHALL MEET THE LOCATION LIVE DEAD DEFLECT LIMIT W REQUIREMENTS OF THE CODES OF NEW NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984 (NEC), .% W '51:Fl. 40 LB 12 L/3GO LOCAL UTILITY STANDARDS, OCCUPATIONAL 5AFETY ANDYORK STATE. NOT RESF0?'SIBLE FOR 2nd FI.(SLEEP AREA) 30 LB. 12 U3G0 HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL O DESIGN ORO CONSTRUCTION ERRORS. ATTIC(NON DT0KGC) 20 LD. 10 L/3G0 �-- Roof 20 Ib.GROUND SNOW 15 LB. U3G0 MANUFACTURERSi ASSOCIATION (NEMA)AND ANY OTHER 9. ELECfRICALWORKTOCONFORMTOU51DENTIALCODEOFNEWYORKSTATE APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE z COMPLY WITH ALL CODES OF AND THE NATIONAL ELECTRIC CODE,AND ANY APPLICABLE LOCAL CODES. MORE STRINGENT REQUIREMENTS WILL APPLY. a NEW YORK STATE & TOWN COD . S LIJ 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE 50. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL \W . U Z I-' DETECTOR5A$REQ'DBYCODE. W U) O �-- AS REQUIRED AND CONDITIONS )F I f. ALL EXP05ED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL O O C] O rn 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH � - 0 v AND STANDARDS. THEY WILL BE INSTALLED. Z Z 0 O C0 �GGI�Za1� )3. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS. 5 1. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A m �""- O Z U ` Dr �C 14. THE ARCHITECT ASSUMES NO RE5POSIBILITY FOR THE CONSTRUCTION O MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR PROPERLY LICENSED MASTER ELECTRICIAN. (� © \ HULL) TRS ES SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, 52. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILJTYOF FITNESS ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED Q FOR A SPECIFIC USE INFRE55ED OR IMPLIED IN THE USE OF THESE W -J5. 3• �) PLANS. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND 15, CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. ANY OTHER APPLICABLE JURISDICTION. Lu O DO NOT SCALE DRAWINGS.FOLLOW DIMENSIONS ONLY. 53. CARBON MONOXIDE DETECTORS SHALLBE DIRECTLY 112� 1 7. 1 CONNECTED TO THE LIGHTING CIRCUITS WITH NO w U Q • 1 I G. CONTRACTOR(.)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT INTERVENING WALL SWITCH. LINE CORD-CONNECTED, 0 O 0 OCCUPANCY OR SHOWN,LISTED,OR DESCRIBED ON THESE DRAWINGS SUBJECT TO (�/ QUALIFICATIONS,CONDITIONS,OREXCEPTIOH5 AS NOTED. CONTRACTOR DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE UNLA YV SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON % U c COMPLETE THE WORK. EACH LEVEL ON WHICH SLEEPING QUARTERS ARE � USE IS FI I( 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL W OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. LOCATED. W W11THOUT T`LL� T-F- 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK 54. SMOKE DETECTORS IN CONFORMANCE WITH THE 0 t'- C 1 t r '`� � (- AS CLOSELY L POSSIBLE 5TAjLE OTHERWISE NOTED. ELECTRICAL CODE OF NEW YORK STATE AND THE ^1 19, .Al1.MAT)'.RIAI SHALL Lif JNST,ALLED IN STRIC-;f>r',p.NFQRMANC.E IM7Ji 2• 3 � P F OCC U P�,!;r� MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. RESIDENTIAL CODE OF NEW YORK STATE, THE NEPA ll��ll 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE LL_ ^ AND CERTIFICATE OF OCCUPANCY, PROVIDED OUT5IDE EACH SEPARATE SLEEPING AREA, IN W [1J EXISTING ��� ELECTRlC/�I. 21. CONTRACTOR SHALL DEMOLISH PARTS OF FX15TING ROOF AS NECESSARY, �- AND REMOVE DEBRIS. EACH 5PLEEPING AREA, AND ON EACH FLOOR LEVEL. U 2 STORY C9 p� INSPECTION RE(�UIRE® 22. EXl5fTNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED Q FR. HOUSE AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. Y 23. CONTRACTOR SHALL PROTECT EXISTING 5ERVICE5 TO REMAIN AND SHALL U NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENT5 FOR I ' O HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT AS NECESSARY. IF' POSED OND 9. 4 TRUSS PLACARDING REQUIR D 24, PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED 5TO Y FA LY W BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. O z W 800 ITION g REI/1'"1 STO^P'v� l�'Jt^,IEFI RUPJQFF 25. FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 2G. INTERIOR TRIM SHALL MATCH EXISTING. Q EX15TI ONE � (�`I n n 27. FRAMING ELEMENTS: O � � STO GA G � I"UfSi:i,lr"',�'"� �`) t/I�til-ILII LJ A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- LARCH STRUCTURAL GRADE N0.2 OR BETTER. ^ � (n � ' � � � t r CLIMATIC AND GEOGRAPHIC CRITERIA ��� 35.6 v a aF cFr� � ,v+� B ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNYS) C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPO5URJE 1, WIND SPEED 120 MPH (PER FIG.R301.2(4)RCNY5) \ 3/4"MIN.THICKNESS. SEISMIC DESIGN CA7AGORY 8 (PER SECT.8301.2(2)RCNYS) W 4 6• O O D ALL HEADERS G'0"AND OVER SHALL BE SUPPORTED WITH DOUBLE WINTER DESIGN TEMP I I°F (PER TABLE N 1 10 1.2) UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL FLOOD ZONE ( N/A ) (PER FEMA MAP) O Z � W BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. FK05T LINE DEPTH 3G" 1-- 0 E SOLID BLOCKING SHALL BE PROVIDED POR ALL JOISTS AND FLOOR WEATHERING PROBABILITY SEVERE (PER FIG.8301.2(3)KCNY5) ' L BEAM5 AS PER N.Y.5.CODE OR AS NOTED @ 8'-0"O.C.MIN.. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) W ' " TJ � THESE PLANS ARE AN INSTRUMENT PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. o SERVICE AND ARE THE PROPERTY OFF THE HE F LVUBLE FRAkVNG ARIvU'NP ALL OPE✓<)IN65 M&YUGHT5,5TAIP ,E7C.) ROOMS OTHER THAN 5LEERNG 40 Par (PER TABLE 301.5 RCW5) (� JJ U � � � q3 � ��l ARCHITECT.INFRINGEMENTS WILL OR AS NOTED ON DRAWINGS. SLEEPING ROOMS 30 1`151 (PER TABLE 301.5 KCW5) BE PROSECUTED DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITIONS OR ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 30 1.5 RCNYS) W - N� 2016 ALL RIGHTS RESERVED AS NOTED ON DRAWINGS. ATTICS WITHOUT STORAGE 10 P51 4. 4S. . 4 S• H ALL FLUSH WOOD COHNECTION5 SHALL BE FASTENED WITH RATED STAIRS 40 P51 (PER TABLE 301.5 RCN'T5) /� �✓ r- GALVANIZED METAL CONNECTORS BY"5tMPSON"OR APPROVED EQUAL. I/ Q 1 ( n I NAILING SCHEDULE SHALL BE A5 PER N.Y.S.BUILDING CODE AS A MINIMUM. "J v ALL 2"xG"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. • W � Q ^ I J ALL ENTEROR NAILS SHALL BE GALVANIZED. z E ., J PLYWOOD SHEATHING TO BE NAILED 8d NAIL5 @ 4"O.C.EXTER101R EDGES AND Gd NAILS @ 12"O.C.INTERMEDIATE. 1� O W S� W K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. ' I - L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND 5TUD�WITH V GALVANIZED HURRICANE TYPE CONNECTOR5 BY"51Mr5ON"OR APPROVED CJ Robert 1. Brown EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL O• 2 PERIMETER J015T5IQL�IRDF_R-CONAIF�10N L.L. Architect, P.C. 28. PROVIDE 7/10 TH.PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS.PANELS TO BE LABELED FOP,EACH OPENING.PROVIDE FASTENERS IN NY ACCORDANCE WITH TABLE 1 GO9.1.4 BLDG.CODE OF NEW YOM STATE. �n L � r , in Bair Ave. Greenport m D PATHS Ai2tN ED C / L1J `J In o@ribrownarchitect.com 30. CONNECTIONS SHAM BE BUILT IN ACCORDANCE WITH ANSI/AF/d PA WCFM-1995. ( 1 L-L rn^ (� ^ O r ^� 9 9 9 n N/O/F W W L j j W 182 . O9(SEE NAILING LL WIN O v 0 V J '\ I / 3f-� ( ► 00 W3 I.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL ' \VIL/_ \J) 1\Ji � ^ ^ 31-477-9752 BE EPDM OR APPROVED RUBBERIZED MEMBRANE. 066 EDWARD J MCGARRY JR 0 0 32.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. y UNLESS ACTING UNDER THE DIRECTION OFA Lj • 33.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONSIT IS A VIOLATION OF THE LAW FOR ANY PERSON, OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP LICENSED ARCHITECT,TO ALTER ANY ITEM ON iiMOM�•i0 MMP 1010 a MNP'OhU>•R-MOMMO CHMLL USED AT INTERSECTION OF ROOF AND CHIMNEY,AND sm ROOF AND WALLS. THIS DRAWING IN ANY WAY.ANY AUTHORIZED 34.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL B -Y2 E 2LB. DENSITY FIBDESCRIBED IN ACCORDANCE WITH THE LAW. SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS INSULATION. NAAMM STANDARD 51, 1 b-70. 35.INTERIOR DOORS SHALL MATCH EXISTING. 3G.NEW HARDWARE SHALL MATCH EXISTING. 4+7.1�VP'KVMA gprAY+PI AFYA44 4 FA44Fa,fWIP_F TWV' CONFORMING TO A5TM C3G,AND SHALL BE "SHEETROCK 5W"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE y'. 38.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED \ E A AND 51-ACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. NAILING SCHEDULE 39.CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR ': AND INSTALLED WITH THIN SET ADHESIVE. ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) 40.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN EXISTING EXCEPT AS NOTED •MOORF FIR�APPRPV9O FFJtW,-APP{.4FO.IN•AG'F.�RnANF,E JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WITH MANUFACTURER'S SPECIFICATIONS ANDII I �..: RECOMMENDATIONS. COLOR TO BE SELECTED. ROOF FRAMING SCALE I = 10 4 1.EX15TING INTERIOR WALLS AND CEILINGS SHALL BE RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER �- CLEANED AND REPAINTED. NEW WALLS AND CEILINGS CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST SHALL BE SEALED AND PAINTED.pA1NTING SHALL BE TWO CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP BASED ON SURVEY BY COLOR TO BE SELECTED. RIDGE STRAP(EACH END) 2 PER TIE 42,INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED, BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END P ECO N I C SURVEYORS DATED CLIENT/OWNER AND FINISHED WITH TWO(2)COATS BENJAMIN MOORE RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END LATEX ACRYLIC$EMI-GLO55 FAINT. WALL FRAMING J E PT E M B E R 1 4 2 01 6 43.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT JIM AND JOANNE EQUIPMENT AND SERVICES NECE55ARYTO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES TOP PLATES D INTERSECTIONS(FACE-NAILED) 2-1 Cd JOIST EA.SIDE AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, STUD R, STUD DER(FACE-NAILED) } 2-1CdI G'O.C. OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE HEADER TO HEADER(FACE-NAILED] I Gd I G,2x4,LONG EDGES S CTM N O 1000- 104-01 -2G GLOVE R THE WORK. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-1 Gd,4-I Gd PER 2x4,2xG,2x8 RESPECTIVE 44.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, EUIPMENT,AND SERVICES NECE55ARY 70 COMPLETE ALL END JOIST OR BLOCKING(FACE-MAILED) 2-1 Gd PER FOOT NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS FLOOR FRAMING SPECIFIED HEREIN, COO REA50A1OLYIMPLIED AS JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST AREA - 18, 1 G 3 S F BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 45.ALL FIXTURES,FAUCETS,ACCESSORIES,ETC.SHALL BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END NO CHANGE i N LOT COVERAGE. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK CN5ERVATION LAW WITH REGARDS TO WATER SAVING LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST PROJECT TITLE AND CON5EVATION. ALL FIXTURES SHALL BE ON THE J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T NO BEDROOMS ADDED APPROVED"LIST OF CERTIFIEBY D WATER SAVING PLUMBING BAND J015T TO JOIST(END-NAILED) 3-1 Gd PER JOIST ADDITION FIXTURES"AS PUBLISHED THE NEW YORK STATE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4G.ALL WORK ON THE PLUMBING 5Y5TEM SHALL BE ROOF SHEATHING 112 STERLING ROAD PERFORMED BY OR UNDER THE 5UPEKV15ION OF A STRUCURAL PANELS &I (TABLE 3.8) 5 PROPERLY LICENSED MASTER PLUMBER. UPON DIAGONAL BOARD SHEATHING 7� 1� COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER 1'xOOR 1"x8" 2-8d PER SUPPORT CUTCHOGUE, 1V 11935 CERTIFICATE AS REQUIRED BY THE TOWN OF 5oUTHOLD. IN I O'OR WIDER 3-8d PER SUPPORT 47.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,CERTIFICATIONS,LICENSES AND CEILING SHEATHING INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND GYPSUM WALLBOARD 54 coolem 7'EDGE/ 10'FIELD DRAWING TITLE FAUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. WALL SHEATHING SITE PLAN STRUCURAL PANEL gp (TABLE 3.9) FIBERBOARD PANELS �/�� GENERAL NOTES 7/1 G' GD 3'EDGE/G`FIELD \/ GYPSUM 5d 3"EDGE/G'FIELD (1 GYPSUM WALLBOARD 5d coolers 7°EDGE/ 10'FIELD � U HARDBOARD 8d (TABLE 3.9) D PARTICALBOARD PANELS 8d (TABLE 3.9) DIAGONAL BOARD SHEATHING I"xG'OR I'x8' 2-8d PER SUPPORT IN I(Y OR WIDER 3-8d PER SUPPORT n'-• SCALE 7 n'.� FLOOR SHEATHING +,1 SEPTEMBER 23, 2016 A5 NOTED STRUCURAL PANELS T DRAWING NO. OGRTER7hIAN I' 8d G"EDGE/12"FIELD hT1ty��yZ 1• DIAGONAL BOARD SHEATHING l0d (;TDGE/G'FIELD rJ ij111� Aft I NG'OR I'x8' 2-8d PER SUPPORT 'TOWN0-F I"x 10'OR WIDER 3-8d PER SUPPORT r 155UE5/REVISIONS A PROVIDE 24,000 BTU DUCTLESS 22'-I SPLIT SYSTEM BY MITSUBISHI OR 1 22'-1" " TWT 2423 TWT 2423 TWT2423 APPROVED EQUAL FOR SECOND TEMPERED GLA55 TEMPERED GLA55 TEMPERED G 5 FLOOR r EXISTING WINDOW HEAT PUMP FOR f` TO REMAIN 5'-2" 5'-4" 5-4" 5-2" SECOND FLOOR ON I I ROV E POWER AS CONCRETE PADI I ECES RY NOTE: EXTEND CENTRAL VACUUM L___J SYSTEM FROM GARAGE TO 5ECO FLOOR. 1� cf x LINE OF 7-0" CEILING HEIG EXISTING GARAGE x n n n n n II �� y z \ I II II 11 II II EXISTING BATHROOM /� 11 II II 0 N `I C PROVI E 24, 0 BTU DUCTLEEb n REMOVE EXISTING '� y1�, _ z i� SPLIT 5 TEt l MITSUBISHI �R i�J O dPi II �D 0 II APPROVE E AL 11 TILE AND RETILE u = n 11 1 II ii Q '� w FLOOR , o z ii ~ ii n II 113 8 13'-13/4" o e � ; NEW A I LY ROS M ��w NE 3V"xI IY, 2.OE _' O �L u0 = 11 IIS 6-0" _ A LLAM PSL GIRDER _ �; U li g — I—It 11 — n— — ilj—�>, O FUTURE BUILT—IN H WITH BOTTOM X U N �I w C) ii (2) x I 0 RI 11GE EAM ii II m W m O TING JOISTS 01 ii ii ii 1 z= O N II-� - PROVIDE ELECTRIC 13 °L �i g ii 11 1 11 \ it u� O RADIANT HEAT PAD z IL i �z p �• ii PROVIDE\,,dkIF/WHITE A�•. ii / UNDER NEW AND I v F- \I'I I1 `t N EXISTING HALLWAY RE-TILED FLOORS CO 11 CL.EAORIPLY UETHANE MA i� �i � 0 _ °x �I — I FINISH u n ii W REMOVE EXISTING / •�.y cv I n. u n II TILE AND RETILE 0 NEW FLOOR TO BE z I i ii i it 1 FLOORLEVEL WITH EX15TI .m/ CV I I I II• I I =) � I II II �• II �I INSTALL TILE FLO R, 0 N U I 11 II n TILE TO BE PRO IDED= BY OWN SR36" Hr NDRAILJ 2 2 ii O IG ABOVE 7' LINE OF -O" CEILING HE IG / LI E 7'-O" CEIL NG HEIGHT N UP GYP.BD. UNDER I DN ./. STAIR STRUCTURE ' 0" 6' 0" O ITC EL W EXISTING DOOKI RISE: NEW EQ 3'-9" 3'-9" EO RUN: 9" TW 24310 0-8 1/2" RISERS: 13 WINDOW TW 2431 O w/ TW 24310 w/ NOTE ALL NEW TEMPERED GLA55 TEMPERED NOTE ALL NEW WINDOWS TO BE WINDOWS TO BE 1= 1 5T F L O O PLAN ANDERSEN 400 SERIES ANDERSEN 400 SERIES STORM WATCH STORM WATCH EXISTING EXCEPT A5 NOTED EXISTING EXCEPT OTED SCALE 1/4" = 1'-0" SCALE 114" _ THESE PLANS ARE AN INSTRUMENT OF A SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED Robert I. Brown RENOVATE EXISTING TO REMAIN EXISTING TO REMAIN RENOVATE Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND PHALT/FIBERGLASS ASPHALT/FIBERGLAS DESCRIBED IN ACCORDANCE WITH THE LAW. RO ING TO MATCH EXISTING 2-5TORY HOUSE ROOFING TO MACH ISTING ' EXI5TI _,\EVkED APC e 2A 2 EXISTING 2-5TORY HOUSEy ' E EW TW 4 10 31 D 1 341Lj �Oq I O IN W w/ E:l ';L4 TEN PER D M 5 _A NEW W N TW 2 3 42 2 23 CLIENT/OWNER WIt COWS WINDOW_ WI D JIM AND JOANNE NEW 51DING TO BE NEW 51DING O BE HARDIBOARD VERTICAL HARDIBOARD VERTICAL GL VE R BOARD AND BATTEN ON I I BOARD AND BATTEN ON GARAGE ONLY W IW,144 EW rW 44 GARAGE ONLY INCW I I VIN[0w PROJECT TITLE EM VE IE FING 'N W ADDITION 1125 STERLING ROAD J_ LJL 11 1 CUTCHOGUE, NY 11935 DRAWING TITLE FLOOR PLANS AND WEST ELEVATION EAST ELEVATION ELEVATIONS EXISTING EXCEPT A5 NOTED EXISTING EXCEPT AS NOTED SCALE SCALE 1/4" = I'-O" SCALE 1/4" = 1'-0" SEPTEMBER 23, 2016 DRAWING NO. ISSUES/REVISIONS 3'-0" 5-8 5/8" (2) 2x 10 RIDGE BEAM 12 (2 x I O RID BEAM ` _ 4 p12 4 p NEW 2x 10 RAFTERS50FFI AND Q A T7 12 ASPHALT/FIRE GLASS @ I G" O.C. TO MCH EXISING R-30 BATT IN5ULATI NNEW 2x 10 ERS Q 7 ROOFING TO ATCH EXISTING @ I G" O.0 NEW 2xG WALLS R-19 BATT INSULATION EX 5ED 'xG COLLAR NEW SIDING TO TIE5 --0"O.C. MATCH EXISTING o - NEW 2xG WALLS p rp Q 9 BATT IN5ULATION r NEW 51DING TO MATCH EXISTING EW3) 41 3G" HANDRAIL NEW R-30 BATT INSU TION SRE55 IN W R-22 BATT INSULATION EXISTING 2x8 FLOG JOISTS I G"O.C. EXISTING 2x8 FLOOR JOISTS @ I G"O.C. 0 FIRE CODE GYP.BD. NEW-V2'x 1 114" 2.0E = a NEW SIDING TO BE PARALLAM PSL GIRDER NEW 3Yz"x I�4' 2.0E N m 4x4 POST HARDIBOARD VERTICAL FLUSH WITH BOTTOM NE 3�"x I I/a 2.0E 4OF EXISTING JOISTS PARALLAML GIRDER BOARD AND BATTEN ON FLU5H WITH 50TTOM PA LLAM P5L GIRD R o GARAGE ONLY OF EX15TING JOISTS TO EPLACE EXI5TIN 5/8" FIRE CODE GYP.BD. UNDER STAIR Q O A EXISTING GARAGE EXISTING GARAGE STRUCTURE <? DOOR TC REMAIN DOOR TO REMAIN 2xG J015T5 P.T. I G"O.C. NEW FLOOR EXISTING GARAGE SLAB 23'-9" STRUCTURE OVER TO REMAIN EXISTING SLAB 3/4"FL ORI PLY MATCHOR N O K T H E L E V A T I O N SECTION A FLOORING TO MATCH EXISTING HOUSE EX15TI NG EXCEPT A5 NOTED EXI5TING EXCEPT A5 NOTED S E C T I O N 13 SCALE 1/4" = 1'-0" SCALE 114" = 1'-0* EXISTING EXCEPT A5 NOTED SCALE 1/4" = P-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. Zo Bay Ave. Greenport NY into@ribrownarchitect.com 631-477-9752 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON -••- THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. `-�O'V D Ai?Cy zl • �r s s- CLIENT/OWNER JIM AND JOANNE GLOVER PROJECT TITLE 23'-9" ADDITION 1125 STERLING ROAD EXISTING ES AT ELEVATION E X 1 S T I N G NORTH ELEVATION E X I S T I N G WEST ELEVATION CUTCHOGUE, NY 11935 DRAWING TITLE ELEVATIONS AND SECTIONS EXISTING ELEVATIONS SCALE SEPTEMBER 23, 201 G 1/4" = 1'-0" DRAWING NO.