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HomeMy WebLinkAbout40692-Z Town of Southold 7/3/2019 P.O.Box 1179 53095 Main Rd Gy,�o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40480 Date: 7/3/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 675 (aka 220)Champlin Pl, Greenport SCTM#: 473889 Sec/Block/Lot: 34.-3-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/1/2016 pursuant to which Building Permit No. 40692 dated 5/11/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION TO AN EXISTING ONE FAMILIY DWELLING AS APPLIED FOR The certificate is issued to Pinkwater, Susan&Searby, Sally of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40692 01-24-2017 PLUMBERS CERTIFICATION DATED 06-28-2019 J Whiteca ge Au ho e Signature p�S Xco TOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT C4 2 TOWN CLERK'S OFFICE SOUTHOLD, NY - t 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#: 40692 Date: 5/11/2016 Permission is hereby granted to: Ebeling, John & Barbara 145 Schooner Dr } Southold, NY 11971 To: construct addition to existing single-family dwelling as applied for. At premises located at: 675 (aka 220)Champlin PI, Greenport SCTM # 473889 Sec/Block/Lot# 34.-3-30 Pursuant to application dated 4/1/2016 and approved by the Building Inspector. To expire on 11/10/2017. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $792.00 Total: $842.00 uilding In or 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 6fCertificate-of Occupancy-T.Z5 - 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: 2LO c)0. OL j (M OA eC-) J, �j House No. ',Street Hamlet Owner or Owners of Property: S ^j � ilj C4 j4c Suffolk County Tax Map No 1000, Section Block Lot D Subdivision Filed Map. Lot: Permit No. qO Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Req Temporary Request for: Tem ora Certificate Final Certificate: V (check one) Fee Submitted: $ ,Applicant Signature pF SOU�y®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® -44C roger.riche rKD-town.southoId.ny.us Southold,NY 11971-0959 Q �yc®UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pink Water(Ebeling) Address: 675(aka 220)Champlin Place City: Greenport St: New York Zip: 11944 Budding Permit#: 40692 Section: 34 Block: 3 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 26 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixturesTime Clocks 200A Disconnect Switches 21 Twist Lock Exit Fixtures TVSS Other Equipment. 3- Combination Smoke/CO Detectors, 1- Range Hood, 2- Exhaust Fans, 1- Paddle Fan, 3- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: January 24, 2017 0-Cert Electrical Compliance Form.xls '\ � Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ®' COUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CER'T'IFICATION Date: a Building Permit No. 0 6 9 a Owner:—5 US G A j -PIA h't/V.Ct (Please print) Plumber: Jae �✓G1 g� (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% l (Plumbers Signature) Sworn to before me this 0(� day of 10e 20 i-J A, Notary Public, D(v� County w� l',`r; �:: �i � CYNTHIA A. GALLO NOTARY PUBLIC, State of New York No. 01 GA60u 6,151 Qualified in Suffolk County Commission Expires August 14,200 a O � L � o��OF SOUTyo! l � o ��y00UN1`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1NISPECTION- [ ] FOUNDATION IST , [�OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [to f FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �J N)w bloA /— - 9 p LSf ft w p � w r� �v v�46�) DATEINSPECTORyuwu OF SOUTyolo \� �y000M'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: " YI � P� PYRN ?I IV 1�2 61�n /set*�, 1 nsVnvN ® ®y,/ DATE INSPECTOR ho��OE SOUIyOIo V H O ��'Y�OUM'l,Ncc2� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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 -/0/4r/ !� INSPECTORZ ; hod o� so coUNT�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) l REMARKS: *y4t V r Uri i ' I IS s DATE INSPECTOR sours �o� opo TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ],IRtULATION [ ] FRAMING / STRAPPING [Vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: ShV'l��✓S IL DATE 1 INSPECTOR OF SOpjyolo coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 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) REMARKS: DATE �� 1 INSPECTOR From: Bili Gorman newengl and barns @aoi corn B Subject: Date: September 15,2016 at 6:14 AM To: newenglandbarns@aol corn a 40 61 t N 1 • rR. ,f ; Sent from my Phone �b��5� From: Bill Gorman newenglandbarns@aol com Subject: Date: September 15,2016 at 6:14 AM To: arns@aol.com �a a 4& IL, X Sent from my Phone 7-- �� From: Bill Gorman :m%f�,.nn'ardbarns@aol corn dp Subject: Date: September 15,2016 at 6:10 AM To: mdbarns -d com E 1 K 4 - Jy z Sent from my Phone 0� - From: Bill Gorman newenglandbarns@aoi com B Subject: Date: September 15,2016 at 6:10 AM To: ifIdbarns@aol com F ti¢ i. Sent from my Phone From: Bill Gorman newengiandbarns@aol corn B Subject: Date: September 15,2016 at 6:10 AM To: newengiandbarns@aol corn IZI Jft .'R r-1 w � . £ a E„ mn �a IL Im -w Pool Sent from my Phone p/ �� r s 1 o . . . • . � . e s s. J • • � s IC 1 Si ����� � ilk E�� _1,►"i!% � � �� � Ir� .. 1 �j7L r -�.-- ,—TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health N A SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval IV A FAX: (631) 765-9502 — — Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Al A Trustees /V A —C.O.Application Flood Permit IVA Examined ,20 Single&Separate /VR Storm-Water Assessment Fonn Contact: Approved ,20 Disapproved a/c �G1�- w 9-- Phone: Expiration 520 LS��o V L5 Building Inspector r, f DD APPLICATION FOR BUILDING PERMIT APR 1 2016 Date M&A, G Z_ d , 20 /p/- BUMMG DEPT. INSTRUCTIONS 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 node,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 7 �,)Q (Signature of applicant or name, if a corporation) h/�Qr,�l S�SGn1 n 1C t/0 C4 (M�i}�g a �essof applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder o ,�) No7g- Name of owner of premises 'y So A) I?) /V no,¢ (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. /V A Plumbers License No. AT „,Electricians License No. TI-I j Other Trade'sLicense'No. TIyt'1F 'Ll 9,cat' 'of'land'on'which proposed work will be done: Ouse umber Street flamlet unty Tax Map No. 1000 Section 3 y Block 03 Lot 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/n/C-LF_ FA M I k k/ RI=Si orriGZ b. Intended use and occupancy Sin/C-LfFri m-c-y iZC S i I7 ErjC.r 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 Al A Number of dwelling units on each floor AIA If garage, number of cars N A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A✓R 7. Dimensions of existing structures, if any: Front 33. 1 Rear 2-5 . (-o Depth it (4 . i Height Number of Stories 2- Dimensions of same structure with alterations or additions: Front 33. 1 ;Rea: Co Depth —Height Z2 Number of Ston re 8. Dimensions of entire new construction: Front, ' -ft/A Rear 2-S • 1e DOVA— Height 22- Number of Stories Z 9. Size of lot: Front 120Rear i c4 3 Depth 15 1 ."l 10. Date of Purchase 1 Z - 7-3 r s' 'Name of Former Owner w SG)(,u 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Svsaw O/ JKuJqlAddress 7-J 6rcl�rl&¢ ) �C•, Phone No.`s 7 S'6-c/-s-E3l Name of Architect Ad"dr`ess 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 ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE gEQUIRED. b. Is this property within 300 feet of a tidal wetland? *. YES NO 1✓ * 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 topographicalf 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) S: COUNTY OF (/ being duly sworn, deposes and says that(s)he is the applicant (Name of indi idual signing contract)) above named, (S)He is the (Contracto ,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or,have performed the said work that all statements contained in this application are true to the best of his knowledge and bel f; and thALHW%MC09Mb performed in the manner set forth in the application filed therewith. Notary Public State of Now Jersey Sworn to before me this My J My Commission Expires Feb 4,2020 day of V V LC4�• 20� C rI — Notary Pub c Signature of Applicant Scott A. Russell sUiF 51C'OIKIAWA\T)E K SUPERVISORS IWA\NA\G]ENC)ENT z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 �y� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No . ❑0 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. ❑ff] E. Site preparation within the one-hundred-year floodplain as depicted - -on-FIRM Map-of-any wate-r-cou-r-se. - - - ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Du_tDate tnct 30 03 i(AA'y 2% 2o15 NAME 15_k) Section Block Lot �o °.°' 2 :.`. 17OR BUILDING DEPARTN11 NT LSI_: 0_NL Y Contact Information L 'fdoyhom m'.0 Reviewed By - - - - - - - - - - - - - - - - - - Date- :9-3 Property Address / Location of Construction Work: —[dApproved — — — — — I- - — — — — — — — for processing Building Permit 2-2--oCU C- tormwater Management Control Plan Not Required GF] Stormwater Management Control Plan to Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 pF SO��yolo Town Hall Annex 54375 Main Roadv,r� • Q (b31?76 - 5x ul P.O.Box 1179 ro er_rich ,Rx ! n -us Southold,NY 11971-0959 DD JUL A 5 201 BUILDING DEPT. BUILDING DEPARTMENT TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �,� Date: Company Name: �- Name: License No.: Address: - C, Phone No.: JOBSITE WFORMATION: (*Indicates requir d information) *Name: *Address: `� � *Cross Street: *Phone No.: 3 f 6 Permit No.: &10 Z q___ Tax-Map District: 1000Section 8) Bock:�_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: 6E O Rough In Final 19� *Do you need a Temp Certificate: YES I Temp Information (if-needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLIC TION 82-Request for Inspection Form 9; 1 ��I Pontino, Susan From: Pontino, Susan Sent: Friday,January 06, 2017 8:41 AM To: 'Bill Gorman' Subject: Pinkwater Hi Bill,just letting you know what is required to close out their permit—Fin EI rica spection,Solder Certificate and Page 4 of the plans need to be amended (no 2x8 ceiling joists) Thanks so much, have a nice(snowy)weekend! Susan Pontin ClerknT gist Southold Town Building Department i Generated by REScheck-Web Software Compliance Certificate L�C,[�Od[� Project Addition o D Energy Code: 2010 New York Energy Conservation MAY ' 1 2016 Location: Albany County, New York Construction Type: Single-family Project Type: Addition BUILDING DEPT. Climate Zone: 5 (6894 HDD) TOWN OFSOLIMOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 220 Champlin Place Susan Pinkwater Robert Murphy Greenport, New York 220 Champlin Place Architect Greenport, New York 13 Bradrick Lane West Milford, New Jersey 07480 201 207 5537 .• . Compliance: 10.3%Better Than Code Maximum UA: 175 Your UA: 157 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 Assembly Gross Area Cavity Cont. meter Ceiling: Flat or Scissor Truss 513 38.0 0.0 0.030 15 Wall:Wood Frame, 16in.o.c. 1,247 21.0 0.0 0.057 57 Window:Wood Frame,2 Pane w/Low-E 186 0.290 54 Door:Glass 20 0.290 6 Door: Glass 20 0.290 6 Door: Glass 20 0.290 6 Floor:All-Wood joist/Truss Over Uncond.Space 513 38.0 0.0 0.026 13 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 5d to comply with the mandatory requiremis listed in the RE eck Inspection Checklist. f� f�C �S- Nam - itle Signa rure Date Project Title: Addition Report date: 05/05/16 Data filename: Pagel of 6 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code 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. Section # Pre-Inspection/Plan Review Plans Verified Fleld Verified Compiles? Comments/Assumptions 6, Re .ID Value., Value 103.2 :Construction drawings and ;' ;"```r ;"w;ax; y;"" = _ ,' [ ,;❑Complies sufficient) [PRl]1 !documentation "`°- •,:•a y :demonstrates energy ❑Does Not � code �,4:w, .x�.�.,:•;: f".:.....a �..;�">,�,., ��;� compliance for the building j;'i"."' =,"" °%°_''"t •„;zx,'-•4;„j:,"" j❑Not Observable envelope. `y ❑Not Applicable s 103.2, !Construction drawings and 'Y•`," "''ry ='�",.r,''&` " `•:; p° * °:z ; ❑Complies 403.7 :documentation sufficiently t'`�; ;;"'4: ,;" .li< `" , ;`r,,,:-;?°`' : ❑Does Not [PR3]1 :demonstrates energy code %y : :a ., ❑Not Observable ,compliance for lighting and �. � wk-�"���?�. - ia:°;�;�,sx r•";,:;,;:�::.�;�Y:�•- . � able systems.S mechanical Systems '`3�rr '}` • „" _µ` ,;;;',-am" ;:rq "," `•9' ❑Not Applicable !serving multiple dwelling units :must demonstrate compliance with the commercial code. 403.6 ;Heating and cooling equipment is; 'Heating: Heating: ;❑Complies ; [PR2]2 'sized per ACCA Manual 5 based Btu/hr Btu/hr I❑Does Not on loads per ACCA Manual J or ; ;other approved methods. : Cooling: Cooling: 1-Not Observable ; ; Btu/hr ; Btu/hr :F-]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Addition Report date: 05/05/16 Data filename: Page 2 of 6 Section #, Foundation Inspection Complies? Comments/Assumptions &Re .ID I I I I - 7 303.2.1 :Exposed foundation insulation ;❑Complies [FO1112 protection. ;❑Does Not AQ) ;❑Not Observable, ;❑Not Applicable ; 403.8 ;Snow melt controls. :[]Complies [FO12]2 t ;❑Does Not J ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 05/05/16 Data filename: Page 3 of 6 Section Plans Verified Field Verified# Framing/Rough-In Inspection Value'' Value Complies? Comments/Assumptions &Re .ID' 402.4.4 (Fenestration that is not site built ;.;.A , .., . ,j-x ...,,'} _„z s..•i. . ❑Complies [FR; 'is listed and labeled as meeting f-;<', _°{ - •; >of ,; ,kP: ❑Does Not AAM DM CSA 1 1/I / ;~ J A/W A/ 0 .5.2 A440 x•m ;s ,e, z y , ,• :.:. Y-µ ,;r.:; ❑Not Observable or has infiltration rates per NFRC ;?':Wi "g� ;F.' v"'W:P". ; 5,: <<:' 400 that do not exceed code sr e';.;;;:,-;g°a s`,;;'Yw;; '•:y. `=".:'`;.' '", F; ry ❑Not Applicable limits. '. y.r�A'5;: ij"i��3.d.�< -;',"� .=r: �r•;,:i'. - 402.4.5 I IC-rated recessed lighting fixtures;_"-`,,., '<.=;`.a,r, r ;-'' :u.?�".'y ❑Complies [FR16]2 sealed at housing/interior N'' '' 3❑Does Not :and labeled to indicate&It;= 2.0 ?;3a,�.p" • '' ," '' "' -• k z'6 °�`'t a i .xtf^{w1,a..: resz"Ci,.c`S,•s':-,,'.ny:xa�i'''•i:r'.. 'cfm leakage at 75 Pa. ;;,,. ^^=st���°`�:l; ='=i•-������_��'�"'s'•='="� �,"*• °"� ❑Not Observable , ' f• {- `:h�z`4�``�.��-`�";,; •>;a,,:,��„ ❑Not Applicable •.E;'.�.' ,.gY"gv N'S4'k•=�`P,',".Sy`'x ! t'r»_Y' ^-",. �Ai�Y G•••,�s+ 403.2.2 All joints and seams of air ducts, ,;:.; 'rr�.•- ,3` ;;. -,°. „� ,,..'• T ❑Complies [FR13]1 air handlers,filter ;`z< s? _ az; :z;..o-'f:p ;°,^ '',".'• ;;:.>a: boxes,and ;; -r -x,. :. ,:r ;A. ❑Does Not ;building cavities used as return °` ducts are sealed, s '^``'"``< >• •,” gip` ]Not Observable `,z <e .' „ tr 'r•,, ',5 u :5•.4_­1131\lot Applicable 403.2.3 Building cavities are not used as }, J`' ;N,'r;'•tl:- <;❑Complies [FR15)3 ;ducts or plenums. } '` µi, :Ty. ;;y`, ;..•`^ s "•r,^'S=- •,,.„�-- —]Does Not I•;{=.`,'';#? ::,3 ';:_ ';;d;:';:'`r ;_,`"° Observable Not j❑ se able able 403.3 ,HVAC piping conveying fluids Rt R- ;❑Complies [FR17]2 'above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to R-3. ❑Not Observable ' '❑Not Applicable 403.4 ;Circulating service hot water R- R- ;❑Complies [FR18]2 ;pipes are insulated to R-2. ❑Does Not J ; ;❑Not Observable ' ;❑Not Applicable 403.5 Automatic or gravity dampers are}; m;,g• a„%: %' °;>>','`:"`• ;, ❑Com lies [FR19]2 installed on all outdoor air );: ` % 'r `a v�❑Does Not ,intakes and exhausts. ..�J.•,rt .._. , >,'qw: ;;':,,•ct,.:,&,°:,',,V. `,.) ❑Nsery ot Ob y r E;• _ $ ; able 5;,;,;,, ,. ;?;"y• ,❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 ILow Impact(Tier 3) Project Title: Addition Report date: 05/05/16 Data filename: Page 4 of 6 I Section # Insulation Inspection= Complies? Comments/Assumptions &Reg.I D - 303.1 :All installed insulation labeled or ❑Complies [IN13]2 hnstalled R-values provided. ,❑Does Not ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 05/05/16 Data filename: Page 5 of 6 I 1 ' Section Plans Verified Field Verified &R .ID # Final Inspection Provisions Value Value Complies Comments/Assumptions 402.4.2, :Building envelope tightness ACH 50 = ACH 50 = :[]Complies ; 402.4.2.1 verified by blower door test result: :[]Does Not [FI17]1 :of&lt;7 ACH at 50 Pa.This g ;requirement may instead be met ; ;❑Not Observable via visual inspection, in which ❑Not Applicable ; ;case verification may need to ;occur during Insulation ; l Inspection. ; 403.2.2 ;Duct tightness via post- ; cfm cfm ;❑Complies [FI4]1 construction with maximum I ;❑Does Not J :leakage of 8 cfm to outdoors, or ; 12 cfm across systems. For ; ❑Not Observable rough-in tests,verification may 1 ;❑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 ;i: ''; `' °" a.°;:`r•:, ❑Complies [FI9]2 linstalled on forced air furnaces. ,°r`-° ' ''°'s` `` .:; .zs";'`'`,•y a`ti. t❑Does Not ,�a' 'l," ���•.�❑Not Observable ❑Not Applicable 403.1.2 ;Heat pump thermostat installed , "'' Pf ',° =y ^' r; A: ;f, '?.,❑Com lies [F[10]2 ,on heat pumps. - {°''"' z ❑Does Not -]Not Obs ; ervable .,j.; R��'•t,'''�..5.;i,k't.YF'y t�'y"":.'ty i':i, ".s i []Not Applicable 403.4 :Circulating service hot water t < <"i,31, e'•'" + 4..,: ❑Complies [FI11]2 :systerns have automatic or ❑Does Not accessible manual controls. ,❑Not Observable ' ('aH^:.�'��' �m}��r� Y .,TC"•,K" :.r.'t.=i'. .'a 12 x�j l ❑Not ,- Applicable 401.3 :Compliance certificate posted. ";='=f ?;>'r •F, za;' °-iu,";;•a:: ',?;:: ILJComplies ; [F17]2 t, .`rvr _:.'i ;, a. .,•,.W'...f::1" ❑Does Not A❑Not Observable "_ ❑ t" Not Applicable 303.3 ;Manufacturer manuals for ❑Complies [FI1B]3 :mechanical and water heating r LJ N ! e been provided. of ,equipment have ; r :,;' :• ,.zKa•as';p r ❑Not Observable ;❑Not Applicable 1 Additional Comments/Assumptions: 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Addition Report date: 05/05/16 Data filename: Page 6 of 6 A/ 2010 New York i Energy conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating: U-Factor SHGC Window 0,29 Door 0.29 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: 3 Comment h Robert Murphy Architect 13 Bradrick Lane West Milford, NJ 07480 Date: April 28, 2016 To: Amanda, Southold Bldg. Dept. Subject: 220 Champlin Place, Greenport, NY Re: Proposed Addition Per Bldg. Dept . objections: 1. The number of bedrooms will not be increased. 2. The new egress windows in the addition—model# 3046 by Andersen. 3. The seismic category is—B, the footings shall be 36 inches below grade, (min), 20# ground snow load,the addition can sustain a 120 MPH wind load. You may call me at (201) 207 5537 with any questions. Sincerely BEDA Robert Murphy- RA Ati�n N " a+eC1_ YY 3097 OF NEW�O SURVEY OF LOTS 172 18 & 19 MAP OF JOHN G. CHAMPLIN SECTION No. 2 FILE No. 337 FILED OCTOBER 23, 1873 SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-34-03-30 SCALE 1 "=20' MAY 28, 2015 228•� s AREA = 16,688 sq. ft. r, pT D CLL. 0.383 ac. <1% L N/pwALLACE et LOT 58 F 36 2�F KAT pgY KLIN RAND 1 sN `P R M CAROL PGF & RPM G PR ��,-•''' gp,RN � �° 00, O ° ��'CJD caNa 83RN. PME OPRN ` %P 0 coN° MoN 33 18 SjON OR\vEWPy a i MENS/ 3, �s�OF CZ� N E so oI"s bi �� o� SOB�ESG\B 0 Pp,GF. 1-10. 23� 69, O.P• C) � ca \ oa � s������ o; a o o FENGE 4 Q O 9� � FCIO 06�. O .~ � sT ��•-Z• yp- o SSa 1 F n !G 0° 0002 00, FpUNO °REBNR 0, O pONO pN. �� a M aNO. \ N •� 02 l-`� O NOU 0, oc, o 3� \ l5 X3.25 'L OAF �O \ y m 0 5 0 6 1 ✓'1 ! s 5 20,� o Lo. �1 O, �d O TA 2 PpRGN'r" aG2o NO 1-110 C\ W000 Pa�E PPR a <F.`� 9 STEP Mp a e PREPARED IN ACCORDANCE WITH THE MINIMUM \ Bwp� PPRP / O•oO' e STANDARDS FOR TITLE SURVEYS AS ESTABLISHED e , BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND e d `01�O< TITLE ASSOCIATION. O��� \/Iv � l9 S\OEwP� ° i "f r �� OG EMENS a �/, �Lt 5 TPPv � � �� a 2 •ls FpUdO�MON. 0 WIRE l PSPNP� e � �' OVERNE%ONaRESE EpGE aF a �e ?4 V 1 W+ a _ N'4z'RN 1017 dQ e d e Y Yom\ J";?7 a✓ / � � i1V.Y.S. Lic. No. 50467 e ���JJ UNAUTHORIZED ALTERATION OR ADDITIONTO THIS ,. SECTION 7209E OFSTHEVN NEW STATE ■ N X3.2 EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. soksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-113 a, Lo GENERAL NOTES CONSTRUCTION NOTES AAPPOVED AS NOTEDEt.ECTgIcAL 1. CONTRACTOR TO CHECK AND VERIFY ALL MEASUREMENTS AND DIMENSIONS AND ACTUAL 1. ALL NEW PARTITIONS ARE TO BE CONSTRUCTED WITH WOOD STUDS, DAT �,p.# (f1 �! 1 �SPGCTtOtv9 REQUIRED qj CONDITIONS AT SITE AND BE HELD RESPONSIBLE FOR SAME CONTRACTOR TO OBTAIN ALL 16"ON CENTER. STUDS ARE TO BE CARRIER UP TO THE STRUCTUREPERMITS AND FEES TO START AND COMPLETE ALTERATION-UPON COMPLETION OF JOB. ABOVE ALL PARTITIONS ARE TO HAVE RUNNER TRACKS TOP AND FEE: BY: BOTTEN AND SHALL BE AS BRACED AT THE CENTER POINT. STUDS NOTIFY BUILDING DEPARTM Al 2. A STATEMENT SHALL BE FILED BY THE OWNER, THAT THE SYSTEM OF VENTILATION WILL BE SIZES SHALL BE AS SHOWN ON THE PLANS. 765-1802 8 AM TO 4 PM FOR THE KEPT IN CONTINUOUS OPERATION AT ALL TIMES DURING THE NORMAL OCCUPANCY OF THE 2. ALL NEW SHEETROCK WORK'S TO BE TAPED AND POINTED AND SHALL FOLLOWING INSPECTIONS: STRUCTURE AS PROVIDED IN THE APPLICATION LAWS AS FILED BY THE LICENSED RECEIVE ONE COAT OF PREMIER. 1. FOUNDATION - TWO REQUIRED TRUSS P'LACARDING REQUIRED PROFESSIONAL ENGINEER OR OTHER QUALIFIED PERSON WHO CONDUCTED THE TEST OF THE FOR POURED C014CRE T E SYSTEM AND NOT UNTIL THE STATEMENT OF THE OWNER IS FILED. 3. ALL LUMBER ARE TO BE NEW AND GRADE MARKED 2. ROUGH - FRAMING & PLUMBING BEFORE DELIVER TO THE SITE. 3. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS 4, ALL LUMBER TO BE DRY. 3. INSULATION OF THE NEW YORK STATE CODES 4. FINAL - CONSTRUCTION MUST 4. ALL WATER SUPPLIES SHALL BE OVER THE RIM OR SHALL BE PROVIDED WITH APPROVED BE COMPLETE FCR C.O. PLUMBER CERT( (�i� SCOPE OF WORK NOTES: ALL CONSTRUCTION SHALL MEET THE VACUUM BREAKER FOR WATER CLOSET FLUSH VALVES, HOW BIBBS,ETC. ON'LEAD CO3,%'7-L­1-V% BEFCF?L REQUIREMENTS OF THE CODES OF NEV'! CERTIFIC, TjE: OF OCCUPANCY 5. ALL NOTES, DIMENSIONS, DETAILS AND JOB CONDITIONS ARE TO BE CHECKED AND VERIFIED, 1.- (STING FLOOR LAYOUT TO REMAIN, UNLESS OTHER WISE INDICATED REPLACE ALL DAMAGE. YORK STATE. NOT RESPONSIBLE FOR ANY DISCREPANCY SHALL BE BROUGHT. TO THE ATTENTION OF THE ARCHITECT/ENGINEER 'X 4 STUDS AS REQUIRED. (EXTERIOR AND INTERIOR) DESIGN OR CONSTRUCTION ERRORS. SOLDER U.,---,ED IN WATF_R PRIOR TO COMMENCEMENT OF WORK. - NSTALL NEW KITCHEN COUNTER AND CABINETS AS INDICATED ON PLANS ,�� SUPPLY,13) STEM" CANA10 OT 6. ALL REQUIRED AND NECESSARY PERMITS SHALL BE SECURED FROM ALL MUNICIPAL AGENCIES 3.- CONSTRUCT NEW BATHROOMS ON 1 ST FLOORS AND 2ND FL..AS INDICATED ON PLANS EXCEED 2/10 OF I% t L:r" D. HAVING JURISDICTION AT THE COST AND EXPENSE OF THE CONTRACTOR AND PRIOR TO START tNEW ELECTRICAL OUTLETS AND LIGHT FIXTURES AS INDICATED ON PLANS OF WORK EPLACE/INSTALL NEW WINDOWS AS REQUIRED. (SAME SIZE) COMPLY WITH ALL CODES OF 7. EACH CONTRACTOR WILL BE HELD RESPONSIBLE FOR HIS WORK. THE GENERAL CONTRACTOR NEW YORK STATE & TOWN CODES SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE BUILDINGS AND CONDITIONS AT THE AS REQUIRED AND CONDITIONS OF PL1...1MBINC.. BUILDINGS AND WILL BE RESPONSIBLE FOR THE JOINING OF WORK OF ALL TRADES. ALL PLU'-ISING WASTE DESIGN LOADS: . __ .,,. �., &waTEH LINES NEED 8. ALL MATERIALS, ASSEMBLIES AND METHODS OF CONSTRUCTION NOT LISTED AS CONTROLLED �TtSTING BEFORr COVrRING INSPECTIONS SHALL BE SUBJECT TO SEMI CONTROLLED INSPECTION BY THE PERSON '" L"- "' SUPERINTENDING THE CONSTRUCTION. SIGNED COPIES OF ALL TEST AND INSPECTION REPORTS ROOF �,I�sTims SHALL BE FILED THROUGH THE ARCHITECT/ENGINEER WITH THE DEPARTMENT. LIVE LOAD 30 �uv c nrn 9. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF ARTICLE 19 DRIFT 15 "SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS"AND SHALL BEHELD 1ST FLOOR �. RESPONSIBLE FOR THE SAFE MAINTENANCE AS PRESCRIBED THEREIN UNTIL COMPLETION OF THE WORK. LIVE LOAD 40 DEAD LOAD 15 '� t / 10. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, BARRICADES,TEMPORARY FENCES, D�CUPANICY OR New York State Law PARTITIONS, AND EXCAVATIONS, ETC. TO ACCOMPLISH ALL OF THE WORK IN AN APPROVED 2ND FLOOR USE IS UNLAWFUL You Must Cali 811 MANNER. LIVE LOAD 40 Before You Dig 11. NO DRAWINGS TO BE SCALED, DIMENSIONS ARE TO BE USED. DEAD LOAD 15 WITHOUT CERTIFICATE O 12. THE CONTRACTOR OR PERSON WHO SUPERVISED OR SUPERINTENDED THE WORK IS REQUIRED OF OCCUPANCY TO BE PRESENT AT FINAL INSPECTION WITH BUILDING DEPARTMENT INSPECTOR, LEGEND: BUILDING CODE. O EXISTING CONSTRUCTION TO REMAIN RETAIN STORM WATER Rvl"dOFF C----� EXISTING CONSTRUCTION TO BE REMOVED PURSUANT TO CHAPTER 236 14. ALL ELECTRIC WORK TO COMPLY WITH THE N.Y.S. B.C. OF THE TOWN CODE. 15. THE CONTRACTOR SHALL UPON COMPLETION OF THE WORK SEE THAT THE JOB IS BROOM NEW WALL(SEE SECTIONS) SWEPT. NEW ELECTRICAL OUTLET 16. THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED TO SUPERVISE ANY CONSTRUCTION OR GFI IN BATHROOM AND KITCHEN INSTALLATION FOR ANY EQUIPMENT. $ LIGHT SWITCH (3) FOR 3 WAY PLUMBING NOTES + LIGHT FIXTURETM. EXHAUST FAN 75 CFM 1. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF CHAPTER 26, ARTICLE 16 AND REFERENCE STANDARD RS-16 OF THE NEW JERSEY BUILDING CODE. SD SMOKE DETECTOR(HARD WIRED) 2. ALL WATER SUPPLIES SHALL BE OVER THE RIM OR SHALL BE PROVIDED WITH APPROVED ® CARBON MONOXIDE DETECTOR VACUUM BREAKER FOR WATER CLOSET FLUSH VALVES, HOSE BIBBS, ETC. 3. PROVIDED CLEANOUTS AT THE BASE OF ALL SOIL, VENT AND LEADER STACKS. PROVIDED CLEANOUTS WITH DECK PLATES FLUSH WITH FINISHED FLOOR FOR ALL DRAINAGE PIPING RUNNING BELOW FLOOR AT 50 FOOT SPACING MAXIMUM. 4. RELIEF VENTS SHALL BE INSTALLED FOR VERTICAL OFFSETS OF DRAINAGE STACKS AS PER - P109.9. 5. ALL CHANGES IN THE SIZE OF DRAINAGE PIPING SHALL BE MADE WITH REDUCING PIPE FITTINGS. 6. PROVIDE SHUT-OFF VALVES ON ALL BRANCH WATER LINES TO EACH FIXTURE INCLUDING BRANCHES FROM MAINS, FROM RISERS AND WHERE OTHERWISE REQUIRED. 7. JOINTS AND CONNECTIONS IN THE PLUMBING SYSTEM SHALL BE MADE GAS TIGHT AND WATER TIGHT 8. WHERE BRANCH WATER SUPPLIES ARE TRAPPED, PROVIDE DRAIN VALVES AT ALL LOW POINTS. EXIST JOISTS 9. ALL UNDERGROUND SEWER LINES SHALL BE EXTRA-HEAVY CAST IRON BELL AND SPIGOT PIPING. SOIL, WASTE, STORM, AND VENT PIPING ABOVE GROUND SHALL BE HUBLESS CAST IRON WITH JOINTS MADE OF NEOPRENE SLEEVES AND DOUBLE STAINLESS STEEL STRAPS. ALL PIPING TO BE ADEQUATELY SUPPORTED BOTH VERTICALLY AND HORIZONTALLY. 10. WATER PIPING SHALL BE COPPER TYPE "L" HARD DRAWING WITH WROUGHT COPPER CEILING FITTINGS. PROVIDE STOP VALVES AT ALL HOT AND COLD WATER CONNECTIONS TO FIXTURES. 1/2 GYP BD. 11. PROVIDE CHROME PLATED ESCUTCHEONS WHEREVER PIPES PENETRATE WALLS IN 2 X 4 NEW OR EXISTING STUD EXPOSED AREAS SUCH AS TOILETS AND KITCHENS. 12. COORDINATE WITH THAT OF THE OTHER TRADES. ARCH/ Q` TF 13. CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING SO THAT HE -MAY FAMILIARIZE MUAp¢�,��. h'r OJT HIMSELF WITH ALL CONDITIONS THAT MAY EFFECT HIS WORK. C LU 14. OBTAIN ALL NECESSARY PERMITS AND PERIFORM ALL REQUIRED TESTS AT NO COST TO THE7 ^. .�,',' Y OWNER. TURNOVER TO THE OWNER AT COMPLETION OF WORK CERTIFICATE OF ,a e`• , Y., cz ACCEPTANCE FROM N.Y.S. AGENCIES. 81-0, ti \ �� :._ 15. CONTRACTOR SHALL GUARANTEE HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. NOTE: ORIGINAL SURVEY TO BE PROVIDED BY OWNER 16. INSULATE HOT AND COLD WATER PIPES IN ACCORDANCE WITH NYS ENERGY CODE WITH FIBERGLASS INSULATION WITH FIRE RETARDANT JACKET. FIRE STOPPING NOTES Note: CONCEALED SPACES, (EXCEPT SHAFTS AND SPRINKLED SPACES) WITHIN BUILDING IS AN EXISTING LEGAL (1) FAMILY ,� 5 PARTITIONS, WALLS, FLOORS, ROOFS, STAIRS, FURRING, PIPE SPACES HOUSE, SCOPE OF WORK IS TO REFURBISH THE �(J ETC. THAT WOULD PERMIT THE PASSAGE OF FLAME, SMOKE, FUMES, OR BUILDING LESS THAN 40% BUILDING BEING HOT GASES FROM ONE FLOOR TO ANOTHER OR ROOF SPACE, OR FROM ONE CONCEALED AREA TO ANOTHER SHALL BE FIRE STOPPED TO FORM AN RE-BUILT. EFFECTIVE DRAFT BARRIER OR SHALL BE FILLED WITH NON-COMBUSTIBLE FLOOR MATERIAL. REV, DWG. TITLE EXTERIOR CORNERS AND EAVES SHALL BE FIRE STOPPED AT THE ENDS OF PARTY WALLS. GENERAL NOTES/DETAILS NON-COMBUSTIBLE FIRE STOPPING SHALL BE USED IN FIRE DIVISIONS, FIREPLACES, FLUES AND CHIMNEYS. TYP INTERIOR WALL SECTION Al 14125 ALL SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS, OR HEADERS SCALE: V= V-0" ROBERT MURPHY ARCHITECT SHALL BE FIRESTOPPED. 13 BRADRICK LA. W. MILFORD NEW JERSEY TEL 201 207 5537 PROJECT. HOUSE REFI OVATI ON/REAR ADDITION 220 CHAMPLIN PL. GREENPORT N.Y. SCALEi AS SHOWN DATE, 3-6-16 DWG. NO. A-1 SHEET OF 4 i , • . . • • SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION !j � I' ' � TWO Bd MINIMUM OF S ' USE A V T S 2 0 L T S 2 0 , DOUG-FIR LARCH / SO. PINE s UPLIFT SIDE OF TRUSS. a �I fie. �/�� ALLOWABLE LOADS LOAD '0 r �I e�l. 'I• ,Ir� FASTENERS LATERAL WITH TOTAL FOUR • /• • ° o , MODEL GA UPLIFT UPLIFT CODE "■• Si i•• h ( 1 (133/160) 8dx1}" /� N0. TO TO TO AVG NAILS REF. INTO TRUSS _� oo .� n I sleI j ,lx nln 'I� i%,.. �u.ii' ""° I'::::::::-�i�l�i. jell-126-ii-\1173":21;,:i� . RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& •, „ STU '- PROVIDE (1) HGAIOKT ON TRUSS 160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON 1° ff., TAKE-UP WASHER • SIDE OF CEILING JOIST • Ail/ H7 t6 4-Bd 2-8d 8-Sd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER KEHL DESIGN ASSOCIATES LLC z,. PROPER INSTALLATION PROCEDURES Afrii; - -- residential & commercial design • consulting piill ViiirH6 t6 8-8d 8-8d 3983 915 950 650 5, 44 If-- _ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ART x12 • eDIMENSIONS FA TENERS TWO •- /011111.11.-- PO.Boz 1675 phone, (631)433-9084 MODEL GA (T TAE) AVG LENGTH OF BOLT IN W000 MEMBER 2 LENGTH Of BOLT IN WOOD MEMBER CODE 8d AI / •• o -4 Southold,New York 11971 E-Mail; ssbn654@optonline,net 1: . • ` ULT. LFTALFTA REF.N0. MAX. CLEARPLATE , . L QTY DIA 1 2" 2 ' 3" 3 1 2" 2 3" 3i" EIGHT �� If' WIDTHSPAN } �" }" �" 4100. • i • Bd NAIL 1205 INTO _ _ •• S P 4 eA` f` ,1 k x.1' LFTA 16 16 10d - II 1400 5, 44, 85 I :'AI Kehl Design Associates,LLC o formerly D A K Associotes LLC �, 2}" 17" 38i' 4200 - \ I OWNERSHIP & USE OF T DOCUMENTS: ):'. -_ •.•: :' DOUG-FIR LARCH / SO, PINE eo J .. :' f FASTENERS' ALLOWABLE UPLIFT LOADS' I These drawings and specifications including the AVG lod lod x 13" CODE `• ideas, design and arrangements represented MODELOL ULT, REF, LFTA , L S T A 21 °° property ).' tOd 10d x 1}" (133 / 160) (133) (160) ° therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be �'. /��i _ �"M111111° copied, disclosed to others or used in connection • MTS16 " ' , 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 0 LAC. with any work or project other than for which 'o, ° they have been prepared without written consent. ° ° MTS20 20 14-10d 14-10d x 13" 3116 1000 840 1000 3, 41, 128 ART 'x12 ° ° Simpson Strong-Tie HGAIO REV: LST20 20 12-10d 12-10d x 13" 2383 775 720 720 3, 41 _� COUPLER NUT DETAIL "E" FEBRUARY 24, 2016 DOUG-FIR-LARCH/ Equal number of S0. PINE CODE p iii:i °• TYPE OF DIRECTIONALLOWABLE LOADS REF. III - S e c i f i e d h a l l s I n• MODEL CONNEC- OF LOAD FLOOR ROOF (133/' No. T10N (,00) (t2s) Iso) � _ each end � Simpson Strong-Tie DETAIL "K" G 515 645 670 !Iii ,i=i !il:' C S 16 • LTP4 5 J 515 645 670 6, 39, 97 \% DETAIL "H" H 515 645 670 • ` 1111-; • MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS"7'9(DF/SP) (133) HOEDOWN ART x12 STUD DEFLEOC ON CODE -77- • STU $"- DEFLECTION 1 MODEL MACHINE AVG LENGTH OF BOLT 2,a qT HIGHEST AT HIGHEST REF. NO. BODY ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOADWDES GN f a �SIMPSON BASEGAGA HB SB W H B SO CL DIAS DESIGN WHEN RAISED OFF \14t4 ��� TAKE-UP WASHER QTY DIA 1 " 2" 23" 3" 3}" 5}" LOAD THE SILL PLATE7 760 0.058 0.077 2, 43, 82• %HD2A i6 12 4 " 2}" 2 " 8" 2 " i" 1i" r 2 r 12150 1555 2055 2565 2775 2 75 2 _`�� ART "X12 • MODEL DIMENSIONS FASFENERS : : ::i OADS ,i illW"160)z 1110...-11010 . 1.110 85 7, 40, 127 LOADS CODE `r�`� ° MODEL GA W L NAILS FLOOR (133) (160) REF. 111 7Ji •°o WORK NOTES: (100) t LSTA21 20 1}" 21 16-10d 905 1205 1295 7, 40, 90 •oO MODEL DIMENSIONS •FA TENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. II GA w L NAILS FLOOR (133) (160) REF, Simpson Strong-Tie (100) 441t4) MSTA24 18 t}" 24 18-10d 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE EF. HD2A ' NOT FOR NO. Lt (LENGTH ESD GA CUT LENGTH (TOTAL) (,00) (133 / 160) oc. OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT //// Sim• pson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +371" 28-8d 1235 1650 2115" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE / DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES '1.��/1�- MODEL ON. DOUG-FIR 4A FLOOR (100). PINE OW (11 BLS LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL " " USE UNLESS • GA HEADERS AVG UPLIFT SNOW (its) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES NO. W H B JOISTS ULT. REF. - • 10d 16d (133)(160) lod 16d lod 16d 1Od 16d ALL LIABILITIES ON THE CONTRACTOR. • LUS46 18 35�" 4}" 2 4-16d 4-16d 6076 1140 1160 - 1000 1150 1250 7, 40, 127 DETAIL "I" 17 STS 8"- CERTIFIED • HUS210-2 14 34" g{�" 2 8-16d 8-116d 6076 1755 2105 1650 - 1900 - 2065 1, 36, 84, 122 ART 'x12 , SIMPSON DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS = TAKE-UP WASHER FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. BY A ' NO, GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGAI OKT 14 4-SDS}"x1 h" 4-SDS}"x3" 1523 435 I 435 1165 li 940 NYS 1 1 --- - C N 1N- -,1* SP4 �_� COUPLER NUT PROFESSIONAL USE A MIN[MLM OF �/'_ - - - • TWO 8d NAILS THIS ' CNW- •, • ' SIDE OF TRU'S. lit COUPLER NUT STU ENGINEER ;, . `` SP4 TOTAL FOUR •/. ° o S� A MINIMUM OF I Illikillithh. / SIMPSON � .:' . 8d NAILS ' TWA Bd NAILS THIS , MTS16 ��� I sTu �- LSTA�1 SIMPSON /// TAKE-UP WASHER �;•;-'; � ' ' - ]HTO TRUSS / - SITE OF TRUSS. �i MTS16 I�°'°° SIMPSON o o ,,1 TAKE-UP WASHER �,. /• ,,,, HD2A I v g TO AL FOUR ° ° Strong-Tie 8d NAILS - L S T A 21 �� IN O TRUSS /' �/ HUSL�10'� . • iiIRILlilli‘NIP.,_ • TwD Ilo° Elfl, Or. •'� ANCHOR BOLTS 8. AIL' -_�TO ° . PLATES °° o TWO °� o • EIGHT 8d NAILS o ' • 8d NAII' •• INTO DETAIL "A" _- 1NT0 , ° \ ' STUD Simpson Strong-TI PLATES °°' • H7• EIGHT ' Bd NAIL .. ® . DETAIL "D" DETAIL "G" ' DETAIL "J" INTO • STUD Simpson Strong-Tie �- H7 ` 1 Simpson Strong-Tie r . RDD SYSTEM EFTA °'°. 44.4„ -` -EFTA . - EFTA ° Iti ,DRAWING TITLE: • • 1 l� SIMPSON WINDLOAD I �� ; CHARTS & CALCULATIONS • \II l•, :. ill ...000000. LTP4• �� STRONG-TIE DETAILS DETAIL "L" LTP4 , . - LTP4 NOTES: °• °\ -�,� I THESE PLANS ARE AN INSTRUMENT OF NE SERVICE AND ARE THE PROPERTY OF THE • ;a �� DETAIL "C" I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL °-----,... \ (� I EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE • Floor-to-Floor o o r-t o-F l o o r C o n n e C t I O n s - DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR !mss SHEATHING NOTES: UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ,,....Ar & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: , FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FEBRUARY 24, 2016 • LTP4 ''4r DETAIL "B" (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT N0: • • LTP4 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM ' 993-2016 • Simpson Strong-Tie �� (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE BOK CHECKED BY: ' - NO SUBSTITUTIONS • SHEET NUMBER: • All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie.• �'1 n •,• ., . • No substitutions are approved or authorized. V L . . : ALL H„ ICA\ E S-�APPI\G TO COMPLY WITH THE Due to the relationships of framing hardware to the other components of the structure, any framing DOB NUMBER: OF z• : :_ • • ' • �ESID-- NTIAL 3UILDI \G CODE DF NEW YO < STATE hardware substitutions will render these plans - • null and void, and will result in the installer/contractor )•:; • , . assuming responsibility for the design and Kehl-Design Associates LLC, performance of the entire system, p;. ±25'-8" / / ±25'-8" 1:1'-421 ±7`-10" 5'-2„ EQUAL / 17 / EQUAL EQUAL EQUAL / / 7'-4"BAY W / 6X6 6X6 7 DST • .(3)36X60 W NDOWS ... 24X �� " .a a a• .. , a a 10' POUR CONC. • GFI -6SHELVESOUBLE HEADER • I •• I -1 FOUNDATION OL°:LE i D 3-112 9-1/2 ML (� 3 r Z---� Q _ (TYPICAL, + ! : EW _1 w w T ► C BREAKFAST AREA ip .ANTR . _ -- c) O Q. .-- - -. cv X w... e� '� �.. Q VENT_ VENT X.:1_ GFI Jpa, N- _ , \ / �1 p———--—0-,` ,,--e- __,- - ,■�. z �.w - : i \ I 1 • _-- ' o ° ,e--- \ p EGRESS w)NDOW NEW MASTER BEDROOM I I Co © o " h o / KITCHEN 1 36"X7'D. 1- >=g \ I ' INC • ° 1 TO BE DFSIGNFD 1 ❑ w w ) 1 O o •.. b , o - - CEILING JOIST•ABOVE .-\ b • roi C3 G I BY KITCHEN DESINER 1 1- ❑ ❑ / r 1 p • •' Z 1 - \ CC D m Cv ❑ �\ -ABOVE-FOR REGUL.:AR=CLG.�/ \ % :; ' ' :MUD CONCRETE `N ; 's' GFI ISLAND 0 MUD R \ o Q , Z 2 scb NEW 10"TJI @ 16"O.C.j 1 c� / NEW 10'TJl @ 16"O.C. O O �-- 3 1 fr Z F o -� / - XOU ABOVE p �.�-.� - w = O X o m / f / 8 10 ❑• ABOVE _ - _ 0 / GATHF►7RAL:,CEtL1N�+- 14.7:1).11r O - Z!IIO1YO I �. 1. Jp \ / .Q: Y = Nt a _cw . a. .. f.. p 1 / O BENCHN CC O Q 1 IQ4 O A V • I w zm X� / ll! 11CC pc w w . b L— __1 - •. NEW 12"TJI @ 16"O.C. \ F- tL --"' -a` ; ' 36"X7'D. ABOVE GF! GFI Q \ --1 '--8" �� -9" �.w .8•� .J �•1 •a i 0 -----, /�'---- -0- 1.6 (� c L.L.1= .. .-LL1 `\ fl. z 0CO CRAWL`SPACEt J .4 I , - �___�• E X 111 \$•, ' S ~N W GFI ! ,�IINEW = X w : • I NEW FLOOR TYPE BY OWNER > ROOM N a i 5---‹:4,. 1 '.4 i FAMILY ROOMLAUNDRYG - ill N \ 9 ��BATH MASTER�'� X w X \ - p0 0 i 0 o . CER�11tliG`BY OWNER N p-•, p w.l.c. p • ',- ; 36X7 ' l� __ ------e--- - / NEW POWD Lig I co 't I = n • :.. Id) 4 ,."_ _ / ROOM 1 • OPTIONAL FOUNDATION _ NEXT TO EXISTING REAR WALL 1 •_ \ 0 FD= kX oX6s • \I'$$-- 0 o 1 ' \ .. . f.t.i ACESS TO • CRAWL SPACE- Q` P. EXISTING BASMENT / ~ 'O 1 EXISTING BEDROOM 1 \� SD DEN 1 \ - EXISTING DINING ROOM - EXISTING DEN 8�-11/� w 2X10@16"O:C I / .\- EXISTING FLOOR JOISTS O 1 — ABOVE / REMOVE 0 �N,� Z DOOR CLOSE-UP - SD OPENING / 1 r- w . . :3 '/ 3.4°X6`8" iX �.. FOUNDATION PLAN 7 SCALE:1/4"-1'-IY' .? 1 (- I C1 Sp I (- L 1 I IWO U - - ON. EXISTING HALLWAY - - EXISTING BATHROOM 5 L— _ . i --1 , CL. 2X101 @ 16"O.C. EXISTING_FLOOR.JOISTS. SD ... . . ABOVE - _ ... . . . . . EXISTING LIVING ROOM !1 I ..• . r . • . .. . . R10.1.1 MINIMUM OPENING AREA ALLviiiiiiitisiiiiiisimmimaillmiiiimarwr A EMERGENCYESCAPEAND RESCUE - OPENINGS SHALL HAVE AMINIMUM NET �1 EXISTING BEDROOM CLEAR OPENING OF 5.7 SQUARE FEET [_ 74 L K,....___ (0.530 MZ). ia . . SD • EXCEPTION:GRADE FLOOR OPENINGS' UP ENTRY SHALL HAVE A MINIMUM NET CLEAR FOYER EXISTING DEN OPENING OF 5 SQUARE FEET(0.465 M2)• V . R310.1.2 MINIMUM OPENING HEIGHT.THE • MINIMUM NET CLEAR OPENING HEIGHT SHALL-BE 24 INCHES.(610 MM). •• � 8340.1.3 MINIMUM OPENING WIDTH.-THE1 MINIMUM NET CLEAR OPENING WIDTH ', 'U F I • SHALL BE 20 INCHES(508 MM).- r s �--� � R310.1.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE OPENINGS SHALL BE OPERATIONAL' FROM THE INSIDE OF THE ROOM • WITHOUT THE USE OF KEYS OR TOOLS. O 1;RCH/T�• O ROOF OVER PORN wQ�0 MuRPHy Ci, \ 0 EXISTING OPEN PORCH ��: yi. :'� - 00 Il a TIMES b MUST EQUAL OR EXCEEDm 2 2 -I 5.7.S.F.•MIN.(S.Q.F.T.-OF.OPENING) m O 5.0.SF.AT GROUND LEVEL U O � '~ ^\� CC O NIMUM LIl CG s" a XANDYAREMI R� ' DIMENSIONS FOR aAND b {+- \, M eQ / J 2.'3 X TIMES Y IS CLEAR OPENING • FLOOR `S rAT � - TYP EGRESS WINDOW DETAL • N.T.S. 1ST FLOOR PRELIMINARY PLAN - 2ND FLOOR PRELIMINARY PLAN SCALE:1/4"=1`-O" SCALE:1/4"=1'-0" _ • REVe DWG. TITLE CONSTRUCTION PLANS ROBERT MURPHY ARCHITECT 13 BRADRICK LANE WEST MILFORD, NEW JERSEY TEL 201 207 5537 PROJECT. _ HOUSE RENOVATION/REAR ADDITION -- 220 CHAMPUN PL.GREENPORT N.Y.• . SCALE' DATE' DWG. NO. SHEET NO. AS SHOWN 12-12-15 A-2 2/4 i RIDGE EXISTING ROOF VENT NOTE: ALL WINDOWS BY ANDERSON OR EQUAL - 12X14 LOUVER 2X6 COLLAR ok, . .. .777". IIPP TIES AT EVERY RAFTER -NE1/V ROOF TO —18 MATCH EXISTING > 12 ATTIC _ /_ _ NEW ALUM. GUTTER MR EMU um I Allk, jT - / A AI < NEW LEADER 0■ �� - ��/ El -' 'Co ■■ - < NEW SIDING TO N \ � /� MATCH EXISTING > _ 2ND FLOOR \ _ _ _ _ __ - 61\ibil 111 - - EXISTING o K .E! PORCH - — bo \` El - Wi - - _ -' I ; 1ST FLOOR �_ _ -_ _ _ _ _ I L GRADE ^ ^ ^t i I 1 I L J L_ PROPOSED REAR ADDITION EXISTING HOUSE >< 0 REAR ELEVATION LEFT SIDE ELEVATION SCALE:1/4'=1'-0" SCALE:1/4'=1'-0" NEW ROOF O NRCH/T ` i� MuRpy 0), ■■ U 23e)�` Tl7.,E0 i Atiel6%ki Ii En 111. REV' DWG."TITLE l l L ELEVATIONS I '--I Al 14125 -' ROBERT MURPHY ARCHITECT EXISTING HOUSE PROPOSED REAR ADDITION x 13 BRADRICK LANE WEST MILFORD, NEW JERSEY TEL 201 207 5537 PROJECT. 3 RIGHT SIDE ELEVATION HOUSE RENOVATION/REAR ADDITION SCALE:1/4"=1'-0" 220 CHAMPLIN PL. GREENPORT N.Y. SCALES AS SHOWN I DATE! 3-6-16 I DWG. NO. A-3 I SHEET NO. 3/4 RIDGE VENT __F-- 240#ASPHALT SHINGLES 15# ROOFING FELT 2X12 1/2"OSB DECKING RIDGE ROOF BOARD t NOTE: ALL TIES BY - _ NOTE:SIMPSOM STRONG TIES E� GE -11101). 2X8 COLLAR TIE @ EV = '°-L I. - -- --- I r---- -- CONNECTORS ,� " li RAFT CANE TIES RAL CLG.) t ,/r�~ ,/z ,/z-�i 2 HUR ,/r��I vrC,I � I I ' I ' I t ' VI SINK hurricane '�"�`J clip ,> i y 1/2"GYP..BD. P' r1 P$ f ( SECOND FLOOR It. sHov�x CENTER VENT 2 X 10 ROOF RAFTERS @ 16"O.C. 1 - - - - -1 -*' VINYL SOFFIT R-38 '----------- -- --- -f L. 3/'� -- INSULATION I 04 2X8 1 , t , 2X8 CLG JOIST @ 16"O.C. ' a SINK AT BEDROOMS/KITCHEN KV 1- WASHER I I kTaLETf 1 I FIRST FLOOR jil • 240#ASPHALT SHINGLES 15# ROOFING FELT I t o "a7ANcsrct j © i j 1 X GATE VALVE 1/2 PLYWOOD WOOD DESK 2 X 10 RIDGE GAS SERVICE W/H WATERENTRANCE / GAS SERMCE ENTRANCE / VI METAL FLASHING 40 BASEMENT DOMESTIC WATER DIAGRAM 2X8@ • 161O.C. 0 .: N.T.S. GUTTER ��4 R-21 INSULATION �. 3/4"T. &G. OSB \\,. \-- / HURRICANE 2ND FLOOR - CLIP V ` GPI 65 X 11-7/8" "`$ 6X6POST STACK AND VENT --A--- , yy .,. _IL NEW MASTER BATHROOM co J I _ T_ ' 1 I V 4 I 'r I I I METAL PLATE I 1 SINK S IPLATFORM 1/2" OSB SHEATHING - )2" 2 I I 2ND FLOOR 1 3 /2" Vyl NEW KITCHEN NEW POWDER ROOM 3" '3/4"T. &G. -OSB 2x6 sill r-- _ h _ _ 'N• pressure treated v 1ST FLOOR I I � I E ,' 1/2"ANCHOR BOLT 16"LONG 4 4" I I CANOPY DETAIL @ SIDE ENTRANCE GRADE .' . @ 4'-0"O.C. (MAX 12"FROM CORNER) I I SCALE: 1"= 1'-0" SW R-38---.>. I I .� � �a������i` • .` ••.•. �: " I SINK ;;../7 ..7//"�j /,/,\, �/ , 10 TJI @ 16 O.C. KITCHEN, SINK . •• ><�2x4 sill •• pressure treated 2° 2" 1ST FLOOR ((1 3 n - 3,. crawl space °. a 3/8" CEMENT — -' ,< ., 10"pour conc. o •"4 3500 psi p Hii- , Q.� MURpiy,_ ), } 4 a screed conc. e, .„,,,,,67 ,. 4= rp. (;‘X9e, L :.•a . ' .• ... ;:. a.' .. CRUSHED . CRUSHED STONE a11-0" . Sr'�TE OF �� BSMT °. • 4 TO EXIST SEWER / TYPICAL WALL SECTION (EXTERIOR)0 PLUMBING RISER D AGRAM SCALE:1"= 1'-0" N.T.S. -= REV; DWG."TITLE CONSTRUCTION PLANS AI 14125 ROBERT MURPHY ARCHITECT 13 BRADRICK LANE WEST MILFORD, NEW JERSEY TEL 201 207 5537 PROJECT. HOUSE RENOVATION/REAR ADDITION 220 CHAMPLIN PL. GREENPORT N.Y.. SCALE: DATES DWG. NO. SHEET NO. AS SHOWN l 3-6-16 A-4 I 4/4