Loading...
HomeMy WebLinkAbout40660-Z � r �o�suEFot,��oG� Town of Southold 12/1/2017 P.O.Box 1179 c 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39375 Date: 12/1/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 52180 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 63.-6-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/29/2016 pursuant to which Building Permit No. 40660 dated 4/29/2016 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: alterations and additions including covered porch and wood landing, to an existing one family dwelling as applied for. The certificate is issued to Charnews Jr,Clement of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40660 7/7/15 & 11/20/17 PLUMBERS CERTIFICATION DATED 10/27/2017 �4nt Charnews th ' e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ay • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40660 Date: 4/29/2016 Permission is hereby granted to: Charnews Jr, Clement PO BOX 1229 Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for per Southold LPC administrative permit (no further LPC action needed). Replaces BP# 38799 At premises located at: 52180 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 63.-6-8 Pursuant to application dated 4/29/2016 and approved by the Building Inspector. To expire on 10/29/2017. Fees: PERMIT RENEWAL $328.60 Total: $328.60 Ing Ins ecto ��4�sUFFni,rcoTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38799 Date: 4/22/2014 Permission is hereby granted to: Charnews Jr, Clement PO BOX 1229 Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for per Southold LPC administrative permit (no further LPC action needed). At premises located at: 52180 Route 25, Southold SCTM #473889 Sec/Block/Lot# 63.-6-8 Pursuant to application dated 3/27/2014 and approved by the Building Inspector. To expire on 10/22/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $657.20 CO -ADDITION TO DWELLING $50.00 Total: $707.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the fallowing: A. For new building or new use: 1 Final survey ofproperty with accurate location ofallbuildngs,property Imes,streets,and unusual natural or topographic features 2 Final Approval from Health Dept ofwater supply and sewerage-disposal(S-9 form) 3 Approval ofelectrical installation from Board ofFire 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 ofCode Compliance from architect or engineer responsible for the building. 6 Submit Planning Board Approval ofcompleted 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 ofproperty 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.Ifa Certificate ofOccupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant C. Fees 1 Certificate ofOccupancy-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 ofOccupancy on Pre-existing Building- $10000 3 Copy ofCertificate ofOccupancy-$.25 4 Updated Certificate ofOccupancy- $50.00 5 Temporary Certificate ofOccupancy-Residential$15 00,Commercial$15 00 / �D � Date - 0/ New Construction: Old or Pre-existing BuildmJg:,,3 + (check one Location ofProperty: 90 �k�/i2 J ��• � House No �" Street Hamlet Owner or OwnersofProperty: a-0I,, e4_/i_)JaVlj• Suffolk County Tax Map No 1000,Section 612 Block l� Lot Subdivision Filed Map Lot: Pernik No. Date ofPermit Applicant: Health Dept Approval: Underwriters Approval- Planning Board Approval: Request for: Temporary Certificate Final Certificate:_� (check one) Fee Submitted:$ L71'." Applicant a e oF sovly®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CAR Q Southold,NY 11971-0959 •® rog er.richert(a�-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Charnews Address: 52180 Route 25 city:Southold st: New York zip: 11971 Building Permit#: 40660 Section: 63 Block: 6 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Grattan Electric License No: 43643-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 X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 75 Ceiling Fixtures 33 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 11 Wall Fixtures 20 Smoke Detectors 8 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 59 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 2QA Emergency Fixture Time Clocks Disconnect 200A Switches 74 Twist Lock Exit Fixtures �] TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 1- Range Hood, 1- Paddle Fan, 1- Bath Fan, 1- Heat Lamp-Fan, 8-ARC Fault Circuit Breakers, 1- GFCI Circuit Breaker. Notes: Inspector Signature: Date: November 20, 2017 0-Cert Electrical Compliance Form.xls SO(/l�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G rimer.riche rt( -town.southo Id.ny.us Southold,NY 11971-0959 ®lyc®UfVTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Charnews Address: 52180 Route 25 City: Southold St: New York Zip: 11971 Building Permit#: � Section: 63 Block: 6 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Grattan Electric License No: 43643-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A I Switches El Twist Lock Exit Fixtures TVSS Other Equipment: 200A OVERHEAD SERVICE Notes: Inspector Signature: Date: July 7, 2015 Electrical 81 Compliance Form.xls -%of soU�,�o� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959QI�COUNT1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1-7 Building Permit No. D lU Owner: (Please print) Plumber:. S Ir L F f 0 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Pluhibers Signature) Sworn to before me this /�"►� day oft) '(— 20_Q_ CONNIE D.BUNCH Notary Public,State of New York No.01 BU6156050 Qualified in Suffolk County &V-Y\�p Commission Expires April 14,2-La Q Notary Publics L County SOpryolo cOUMV,Nc� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 IN."TSPECP * N, , [ ] FOUN ION 4ST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 DATE INSPECTOR SOUjy cout l,Nc� TOWN OF SOUTHOLD BUILDING" DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST, [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A® �i DATE 6* �� INSPECTOR / rjf so Lto cou TOWN OF- SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST , ] ROUGH PLUMBING FOUNDATION 2ND ' INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY, FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL, (ROUGH) ELECTRICAL (FINAL) CODE VIOLAT7 I CAULKI REMARKS:— n I - DATE — INSPECTOR so cou TOWN OF SOUTHOLD BUILDING DEPT. , 765-1802 INSPECTION I FOUNDATION I ST ] ROUGH PLUMBING U UNDATION INSULATION FRAMING / T PPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE -?/(3//�/ - INSPECTO i oFsooTyo cou TOWN -OF SOUTHOLD BUILDING DEPT. '- 765-1802 --INSPECTION . [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 7 1 DATE �' ` INSPECTOR ' 13 e77 f3f s 0 Quo, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I -SPECTI N, I FOUNDATION IST- GH PLUMBING FOUNDATION 2ND INSULATION ' FRAMING /STRAPPING FINAL 0 H P LUR INSULATION FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESIS PENETRATION ELECTRICAL (ROUGH) EL ICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - Ai,/� ,7 1 N SPECTOR t - qoo�o SOUlyol � o TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] dSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r -- REMARKS: 1 .rpllt' N) IIAr All s✓ ts gl� C DATEINSPECTOR SOUjyolo 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 .G '2�o INSPECTOR • STATE ENERGY CODE 27 .,d�w1��r�i'. • a mmir"Wom low pip - - i NPWRATAM ES MAMA LTMA y� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 9OUTHOLD,NY 11971 ��� -0 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT N . Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 F) Storm-Water Assessment Form ) F ntact: Approved 20 MAR 2 7 2014 Mailto: NAM�M V(/iJ• eL Disapproved a/c BLDG ;PT Phone: TOUVPI OF S �l'HOLD Expiration m[exll_ 1 ,20 Building Inspector APPLICATION FOR BUILDING PERMIT _ l , � INSTRUCTIONS Date 20 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder Vtz;i ani Name of owner of premises 0`elf CAA(r e W6 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. M Other Trade's License No. 1. Location of land on which proposed work will be done: 691150 IVI� A 9DA1 Goo 4- e IJ House Number Street Hamlet County Tax Map No. 1000 Section 6 2j Block to Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy I esh a6 e,;i riA I e— twllw b. Intended use and occupancy ryl,e�, 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. 7. Dimensions of existing structures, if any: Front '?rj. 5 ' Rear �'�j,'� Depth 60 Height 30' +, Number of Stories a Dimensions of same structure with alterations or additions: Front 33 5 Rear Depth too ' Height 32 +/— Number of Stories Q_ 8. Dimensions of entire new construction: Front---W Rear 7 5 Depth 30 I ti Height ae), 5 Number of Stories_ 9. Size of lot: Front--,g �, s I Rear a3.$ a I ,Depth 144,1A L/590--?-a a 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO�4 Will excess fill be removed from premises?YES NO,)C 14.Names of Owner of premises Q4A- ► fWt, Address 6gylljoL 0 Phone No. Name of Architect C Address S-1. 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 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 1es. 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 NOX * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Pal.1/1being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the Notary Publio,State of Now York No fid BUS! 86060 (Contractor,Agent,Corporate Officer,etc.) ( fed In Suffolk County GornmMalon ftnim April 14,W 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 b fore me this a ri day of f j 20_1_q v Notary Public Si natu f Applicant I oOF SO(/Tyol Telephone (631)765-1802 O Town Hall,53095 Route 25 Fax (631)765-9502 1 1 P.O.Box 1179 Southold,New York 11971-0959 CAR � iQ �y�4UNT`I,Nc� SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION ADMINISTRATIVE PERMIT Applicant: Nancy Dwyer(for Clem Charnews) Date of Receipt of Application: March 27, 2014 SCTM#: 1000-63.-6-8 Project Location: 52810 Main Road, Southold Date of Resolution/Issuance: April 22, 2014 Reviewed by: Damon Rallis, Commissioners Project Description: Rear addition/alteration to an existing single family dwelling on the Southold Town Registry of Historic Landmarks and within the Southold Historic District. Findings: Following a review by the LPC at its regular meeting, April 15, 2014 and a subsequent site visit, commissioners determined that the project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 170 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as described in the application received on April 22, 2014. Special Conditions: No additional work permitted beyond the scope of that outlined in the above referenced application. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in the Southold Town Code, a Certificate of Appropriateness will be required. This is no om any other agency. i� Damon a is Administrative Assistant Landmarks Preservation mmission .,4 OSB�/r -4-Scott A. Russell a 00 James A. Richter, R.A. SUPERVISOR - Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAELCOLLINS@TOWN.SOUTHOLD.NY.US Ol JAMIE.RICHTER®TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE.All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. i APPLICANT (Property Owner,Design Professional,Agent,Contractor.Other) PROPERTY OWNER Of Different from Applicant) j NAME: OWL-1 D grlk, NAME: CwKA Gt�'IA�IJ�i ✓ i ADDRESS tom— ADDRESS: A11,I�I fJ �A�D �� oval-IO�b GvAJ�I-fbr-I� !�j li (�/� �I/ Telephone Number: �2�J��71Q - O l0(0 Telephone Number. 'I j Completed Applications can be picked up at the Engineering Department after being notified by the Department,or, i it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: Property Address/Location of Construction Work: 2-1 1;0 MA40 "AID S C T M#: 1000 2 °p anO:b40LD District Sec[ion B1 oc1, Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/orwhen existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De M)nimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Flt Decking,Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Che klist. If No or NA are Indicated, Justification is Required. FOR N G DEPARTMENT USE ONLY �j Reviewed B . Date Z7 il ppiov d• i l i j A Itlonal Information Required: ��I osu�q�r CHAPTER 236 d Q, STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST z DATE: , APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) NAME: CLgm S C T M #: 1000 (p C9 Telephone Number: District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided) 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here( show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries >< 0� b. Total Site Acreage. ©0 c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing&Area of Proposed Land Disturbance. ®�0 f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing&proposed structures, roads, driveways, sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& '5'OC "P3V I ' L' OYVf"- proposed structures. I. Location of proposed Swimming Pool and discharge ring. =IF>-C-11 O D j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area W. ®0 0 1. Location of proposed concrete washout area(s). �0 M. Location of all proposed erosion&sediment control measures. 000 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate r_0O on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. �00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e.g.infiltration basins,swales,etc.) 00� -F FORM * SWCP Check List-TOS JAN 2014 *pF SO(�PyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road (631)765-950� P.O.Box 1179 G� Q roger.richertCa_ wn.soutnold.ny.us Southold,NY 11971-0959 .rQl�COU BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: License No.: Address: 'yatoo H113-10 ��i✓i ��=� Phone No.. JOBSITE INFORMATION: (*Indicates required information) �� r *Name: l� eol (��Gti-��+e✓ � �' *Address: D MCI It-) RCI *Cross Street: C t-jG-wYj AVE *Phone No.: 62 3 1 —Cfa (� --7/ Permit No.: �--g 7 Cf I 4.0bbn Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ' J��i l ooq+iaFl ,N1 (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO 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 APPLICATION 82-Request for Inspection Form �n(/ 0 l � a i - ,`a��OF sOUly�fd Town Hall Annex Telephone(631)765-1802 i 54375 Main Road ax(21)7--- 5 2 P.O.Box 1I79 Groger.richert(atown.soutgiood ny us Southold,NY 11971-0959 YO Noy D'-C)41 BUILDING DEPARTMENT TOWN OF SOUITHOLD ' APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY. Date: a_ , ILicense Company Name:Name: No.: - Address: A/ L Phone No.: JOBSITE, fNFORMATION: (*Indicates required information) *Name: CA a :- R Address: 5 j 0 Cross Street: *Phone No_: Permit No.: Tax-Map District: - 1000 Section: - Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I f er viC e• - - I (Please Circle All That Apply) i *Is job ready for inspection: '�_'ES/ NO. Rough In Final 1 *Do-you need a Temp Certificate: E NO Temp Information (if needed) ' *Service Size: 1 Phase Whase 100 150 20 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Serviced Overh Additional Information: PAYMENT DUE WfTi-f APPLICATION i - • -82-Request for Inspection Form I e CA4,t,, � DL SEP 2-5 2015 ?SDG DEPT EXISTING CURB CUT STONE DRIVEWAY TO REMAIN; P\\v CONSTRUCTION TRUCKS, EQUIPMENT, TOOLS, ETC. TO ENTRANCE PROPERTY HERE. cp .• �. .-..� - - . r, �. _ i ._ - .. �; EXISTING STONE DRIVEWAY TO REMAIN EXISTING HOUSE- INTERIOR RECOIfiSTRUCTION �d a ALTERATIONS CONSTRUCTION "STAGING AREA" � SCREEN CONCRETE WASHOUT \ •E• � •- , / PORCH �o ol REBUILD EX15TIN� \ DRYWELL I °,, REBUILD EXISTING 2 STORY(18905) A DITION - - - - - . .P POSED NEW AREA - --TO 15TING HOUSE " SOIL ZEXC/ CON REDI EXTENTS OF CONSTRUCTION UPO CONTAINED TO WITHIN AREAS OUTLINED ))60� eD e ec S eovlo of � exNv v� 53.69, S� Lam,` O e 2`b ' SURVEY OF PROPERTY A T S O UTHOLD TOWN OF SO UTHOL.D SUFFOLK COUNTY NEW YORK 1000-63-06-08 SCALE: 1 "=40' z OCT 19, 2000 51 S X62 1713 12 9- O s 0� 011 G G�ooy AREA= 1. 3268 ACRES M E7Z-G FR LIC. NN, 49612 ;I 1 r� NIC y, � P - �N o5 ,15 ANY ALTERATUJNv OR ADDITION TG' THIS SURVEY IS A VINLATION �t,�Y P ,C OF SEC TT17N 7209 OF THE NEW Gkh" STATE ED,JCATION LAW CC�i 755No- AJT cj EAX.(631) 765-1797 S 6 EXCEPT AS PER SECTTDN 7209-SUBDIVISION c ALL CERTIFICATIONS P, L Calf ED'L� O N =MONUMENT ` HERENN ARE VA! ID FOR THIS ,'NAP AND COPIES THEREOF ONLY IF- � , s/ SAID °!AP OR COPIES BEAR THE IMPRESSED SEAL_ OF- 'HE SURVEYDR 12'� STREET ® =PIPE 'WHOSE SIGNA TUF`E APPEARS HEREON �OUTH�LD, N Y 11971 00 - 29 REScheck Software Version 4.S®0 Compliance Certificate Project Charnews Residence Energy Code: 2010 New York Energy-Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4. Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Main Road Nancy Dwyer Design Consulting, Southold, NY Inc. Southold, NY e--s- 0ornpliao Compliance: 18.3%Better Than Code Maximum UA. 475 Your UA. 388 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 or or Door UA Floor 1:All-Wood JoistfFruss:Over Unconditioned Space 1,570 30.0 0.0 0.033 52 Wall 1: Wood Frame, 16"o.c. 2,240 22.0 0.0 0.056 125 Wall 2: Wood Frame, 16" o.c. 1,350 15.0 0.0 0.077 69 Window 1:Wood Frame:Single Pane --- --- --- --- --- Exemption:Storm window alteration. Window 2:Vinyl Frame:Double Pane with Low-E 182 0.320 58 Door 1: Glass 94 0.310 29 Ceiling 1: Flat Ceiling or Scissor Truss 1,570 30.0 0.0 0.035 55 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 bull ng s been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version .0 nd to y W hA mandatory requirements listed in the RE*c�kln�ct� C�� Name-Title Date ��' �7-) i r De •/ f � W ® L Cto Project Title: Charnews Residence Report date: 03/05/1 Data filename: C:\Users\Absolute #2\Documents\REScheck\clem2.rck Page 1 of 7 REScheck Software Version 4.5.0 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. Sib - v % " "` Plans Verified= " Pield Verifi"ed # .. Prd-lnspection/Plan Review,. ;.z_lComplies?- ;Coihments/Assump#ions. Value Value -& Req.1 103.2 Construction drawings ings and ❑Complies [PR1]1 documentation sufficiently =[]Does Not demonstrates energy code k ; ;compliance for the building I„ .>.°y .,= Not Observable , -30 Not Applicable envelope. ; pe. 103.2, ;Construction drawingsand [ '}i._ ❑complies 403.7 !documentation sufficiently l ='` '> =❑Does Not [PR3]1 ;demonstrates energy code 3~` a- ' ; Not Observable !compliance for lighting and ❑ mechanical systems.Systems -" ^, ❑Not Applicable serving multiple dwelling units !must demonstrate compliance jwith the commercial code. :`: a ! 403:6`x, Heating and cooling equipment is! Heating: Heating: !❑Complies ' [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. 1 Btu/hr ! Btu/hr !❑Not Applicable ! Additional Comments/Assumptions: 1 JH1gh Impact (Tier 1) 722Medium Impact(Tier 2) [,1]Low Impact(Tier 3) Project Title: Charnews Residence Report date: 03/05/1 Data filename: C:\Users\Absolute #2\Documents\REScheck\clem2.rck Page 2 of 7 201o'New t York ;' Foundation Inspection- Complies? , Coinments/Assumotion s Energy .303.2:1" Exposed foundation insulation ;❑Complies ; [0-]2" ' protection. ;❑Does Not ;❑Not Observable ;❑Not Applicable ,403:8-;.-- Snow melt controls. ;❑Complies FO12 2�r44 ;❑Does Not ;❑Not Observable ^F,• ,❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Charnews Residence Report date: 03/05/1 Data filename: C:\Users\Absolute #2\Documents\REScheck\clem2.rck Page 3 of 7 Section liens Verified Field Verified # Framing`/Rough=ln Inspection Value Value Complies?- CoMraients'/Assumptions A Req.ID' 402.4.4 ;Fenestration that is not site built ❑ ; Complies [FR20]1 !is listed and labeled as meeting ;,-`* =)❑Does Not IAAMA/WDMA/CSA 101/1S.2/A440 g. ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable ;limits. ; IC-rated recessed lighting fixtures ;" ❑Complies [FR16]21: sealed at housing/interior finish = :a❑Does Not ,._., and labeled to indicate&It;= 2.0 " cfm leakage at 75 Pa. '..: 4"- 4EINot Observable k-. ;❑Not Applicable 403.2.1 Supply ducts in attics are ; R- R- _ '❑Complies [FR12] :insulated to R-8.All other ductsR_ R_ :❑Does Not :in unconditioned spaces or I outside the building envelope are: ❑Not Observable !insulated to R-6. Not applicable if 1 1 ;❑Not Applicable ; all systems are ductless. ; 403.2.2 !All joints and seams of air ducts JE]Complies [FR13]1 I air handlers,filter boxes, and ..' :. ❑Does Not !building cavities used as return `'. . ❑Not Observable ;ducts are sealed. ;;"`. , -]❑Not Applicable 403:2:3-i'�>°}Building cavities are not used as = `, .;=;' x =_'' y❑Complies [FR15]3wi ducts or plenums. ❑Does Not ! ❑Not Observable ❑Not Applicable HVAC piping conveying fluids R- R- ,❑Complies [FR17]Zy above 105 °F or chilled fluids 1 1 ;❑Does Not :' l •' ;'f.j below 55°F are insulated to R-3. ! 1 ;❑Not Observable `t° ;❑Not Applicable 403:4- `'= Circulating service hot water 1 R- R- (❑Complies [FR18 f'` pipes are insulated to R-2. !❑Does Not ' '❑Not Observable ❑Not Applicable ! Automatic or gravity dam s`'`` ;❑ llComplies ; ,[,FR19]2 installed on all outdoor ai Pers are[ ❑Does Not 5 intakes and exhausts. ! ❑Not Observable ' 1 I ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Charnews Residence Report date: 03/05/1 Data filename: C:\Users\Absolute #2\Documents\REScheck\clem2.rck Page 4 of 7 '2016 N'ew f York ,` tnsi111atiori Inspection: •Comp9ies? Comrvients�Assumption"s _Energy ` 303:1 All installed insulation labeled or ;❑Complies [IN13j2`t installed R-values provided. ;❑Does Not ! '» ;❑Not Observable' w ❑Not Applicable , Additional Comments/Assumptions: 1 High Impact (Tier 1) ,2, Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Charnews Residence Report date: 03/05/1 Data filename: C:\Users\Absolute #2\Documents\REScheck\ciem2.rck Page 5 of 7 Sectll6n Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & itegJ Value. Vague 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = 1❑Complies 402.4.2.1 !verified by blower doortest result; 1❑Does Not [FI17]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. 402.4:3 Wood-burning fireplaces have € "Elco plies [FiBjj `]Basketed doors and outdoor " ' : El Does Not combustion air. E 1.:,, '-}❑Not Observable , j❑Not Applicable 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies ; [FI411 :construction with maximum ! ;❑Does Not :leakage of 8 cfm to outdoors, or i� :12 cfm across systems. For :❑Not Observable 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 [F19]3g, installed on forced air furnaces. z ❑Does Not ; f ' '=' .. 3 ;=]❑Not Observable 1❑Not Applicable 4;03,!:2`,4. Heat pump thermostat installed ,,; „';;❑Complies [EI10]? on heat pumps. ;`;. : ?❑Does Not tV .. .. 'bNot Observable : ')[:]Not Applicable 4'03.4;L' . isystems Circulating service hot water 5❑Complies Flllj?,a have automatic or ;;= . .•-t'=.°- `i;❑Does Not r. fir;,r accessible manual controls. ❑Not Observable _ ````.``• `.i❑Not Applicable i .9'-J',',',Readily accessible switch on (( i❑Complies 1- " '.` [17!12]3 l heaters for swimming pools. ]_ „_:1❑Does Not ' Q s❑Not Observable ❑Not Applicable 403`:9;.2'','iTimer switches on pool heaters E]Complies [F.119j3, and pumps are present. ' =j❑Does Not € J e '1 1 ;❑Not Observable 'PNot Applicable .403,:9`:3 , ''Heated swimming pools have a .,, ❑Complies ' [1712,0]3 ';' '?cover. Covers on pools heated - �❑Does Not =;?over 90°F are insulated to R-12. ;❑Not Observable -'❑Not Applicable 401.,3; ;,t Compliance certificate posted. K i❑Complies [FI7]z: ., ❑Does Not UNot Observable : �.. I❑Not Applicable 403:3" ;Manufacturer manuals for j❑Complies . mechanical and water heating ❑Does Not A € °''equipment have beenprovided. 3 ❑Not Observable , i, ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2' Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Charnews Residence Report date: 03/05/1 Data filename: C:\Users\Absolute #2\Documents\REScheck\clem2.rck Page 6 of 7 I I I I i .I I I, III i1 III I I I i I 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 1 3' Low Impact(Tier 3) Project Title: Charnews Residence Report date: 03/05/14 Data filename: C:\Users\Absolute #2\Documents\REScheck\clem2.rck Page 7 of 7 I CHARNEW5 RE51DENCE li-o ce 0 APPROVED AS NOTEDcz z — o � o COliPLY t:'ITH ALL CODES OF Q o N DATE: /2a 114....,w B•P•# NEW YO X STATE. & TOWN CODES Lu z (0531-0 v ��` AS REQUIRED ANIS—C9AI�J ION 9F� cn FEE: _ . B,. �u Q cv z NOTIFY BUILDING DEPARTMENT AT Lga117MA�( ei�y�tC� 765-1802 8 AM TO 4 PM FOR THE SQlMZ T A I"J FOLLOWING INSPECTIONS: _ D z 1. FOUNDATION - TWO REQUIRED J W FOR POURED CONCRETE D ,TEES v Q 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR EXI TI exi ri REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. o WITHOUT CERTIFICATE OF OCCUPANCY s z - PLUMBING o ALL PLUMBING WASTE E °� -L luimUh -H Ll &WATER LINES NEED U TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE JUL CERTIFICATE OF OCCUPANCY E"' gL RETAIN STORM WATER RUNOFF SOLDER USED IN WATER �' ' '" PURSUANT TO CHAPTER 236 SUP'PLYSYSTEfwfCANi%10'- OF THE TOWN CODE, EXCEED 2/i0 0I'1 g;LEAD' .LALILI O 7 Q ILLLLLL MiILLLL 4-1 LnLLiL JUL LiLtu > - -- U -LLLLLtu LLLI O LLLILLU E(I nN exi IN EXI INCw It MAIN GOAD - fRONT ELEVATION SCALE: 41 = I '-O" QUz yy �.rv-,.•y. �n..J. .5. px �,Ip., '",v'-.. .sft N� s A� ..K I^ (O Lu •fir ��' � �,. . 7820 PAGE: I z _ � O o C O o w Q N Z z_ w w Q f-- o � o N � L � C6 z S 73 U o M IN E � o UUUU ��-�ULUUULILI� iLu ® ® 11w Ll O T 4LLLLLLLL]i LLLL — (n T 4 T 4 75 f� EXI IN -H_UJ LLLU-E-ILLU 0 X 1 - - O L11 LILL] I ILL, ll X51 � = t i la aTIFIF IE u LuuiHEXI TI Ul TW 84 I--Ir ❑ FWI16061 1 uu U111111 1 zr LEFT SIDE ELEVATION °-i zLn SCALE: 4" = I '-O" j m Q � :o U ZO Q U z z z o S J-1 V / O W V1l 1Y1:W cl V "iiVV// ti .nom i r � PAGE: z _ O o p O � p J W Q N Z U Z J W p cn p [fl O � N t6 Z S M U o � TF LFIF]IF LITIM � � o -1� [XI EXITINGINTW 84 TW 84 <ALAILL O ulau O � X QS 7 2 TW 103 T 2 EXI IN FWI129G I I U z � RIGHT SIDE ELEVATIONLn 77 SCALE: 4" = 1 '-0" W J m D . U 0 } Q U z z z o Us w D R� ' F � d 4 '' o PAGE: F N � z _ � O � p > `t p L uJ Q N Z C9 Z J W Q H p (n D [O O UiLLLUIL LT iMLILMLL L � ca Z S "6 � � o O Q O r_xl w 'Ek} JU- - [55L TW 85 O F3 � X LLLM j N O J T -4 IOT71 F ll ALLULLLLL T _4 10 ILLLLLLLL EXI TIN ULL J1 ILL LLL �WN296II U z � � U to z o BACK ELEVATION J , SCALE: 4' = I ,-o,, U � Q U z z z o U LU 0 Ofw: p' PAGE: ssl 4 ------------ i 17'-5" —7'-1 5.0 10" SONOTUBE POURED GIRDER CONCRETE FOOT NG TYPICAL FOR 20"X 20"X 8"d, H ENTRY (TYPICAL BOTH F OTINGS) PROVIDE 51MP50N PHDS STEP a (� D,J m @ I G" 0. HOLDDOWN (TYP, 2) ANCHORS AT ALL CORNERS THKOU ROUT — I I I � UP ti DIAM ER ANCHOR BOLTS 7" M N. DEPTH @ 48" O.C. F1 IM I MIN, 3"X3"x2" WASHER @ PLATE G'_0•• I f I � I I NEW 92" LVL F.J, = I I I 0X18" a 2- 2" ACQ GIRDER •.' , � � I I •••. I I � I I p II N I i I 10"SONOTUBE W/POU D j i CONCRETE FOOTING 2'-0"X 2'-0"X I'-0"d a? DO BLE JOUSTS AT STAIR EDQE, ; (TYPICAL ALL FOOTING ) 9 X — — - — • — - N Ua i DAMP PROOF PERMETER OF FOUNDATION WALL 3'-2" 3 2° DIAMETER STRLJC�fURAL I (TYPICAL ALL AREAS) STEEL COLUMN BUIRJ D IN `P 24"X 24"X 12" POIU D SECTION I ' — — ` CONCRETE FOOTING ,) a B secrloN LGUM2G-2 I B I I a� REBUILT PORCH I FOUNDATION WALL LEGEND: I I I EXISTING FOUNDATION WALL TO REMAIN I I 7 I ------ _ WALL TO BE REMOVED NEW 92" LVL F.J. I — — 8" CONCRETE BLOCK FOUNDATION I I "—' WALL W/ P-4"X 8" d. FTG.; PROV. 2-#4 REBAR IN FOOTING I I (TYPICAL ALL AREAS) EXISTING OUTSIDE SECTION I I ENTRY A I I I z I I � I I f= I w IY 5'-5 I/2" O I I U R-30 INSULATION EXISTING 2"X 8" F.J. I TYPICAL ALL AREAS STRUCTURE TO REMAIN FRAME IN D(ISTING STAIR OPENING � N J , Ff EXISTING BASEMENT AREA TO REMAIN z z _EXISTING FOOTING _ TRENCH TO REMAIN — DROPPED LV GIRDS m m I EXISTING PORCH STRUCTURE TO REMAIN 3 2" DIAMETER ST CTU RA _ STEEL COLUMN 1._8.. 5'-3" ) 3.4.. I b EXISTING CRAWL SPACE TO REMAIN EXISTING CHIMNEY a� m EXISTING STRUCTURE EXISTING 2"X 8" F.J. 11: FOUNDATION WALLS, STRUCTURE TO REMAIN > FOOTINGS SLAB EXISTING FIREPLACE =� TO REMAIN z z z EXISTING G"X G" RIM L — — — — — — — — — CONTINUOUS AROUN 33'-G" s as Lj 9R �� BASEMENT SECTION SCALE: 4" = 1 '-0" NANCY DWYER rn Clem Charnew5 DRAWING FLOOR PLANS DE51GN CONSULTING, INC. Renovation Addition Main Road SCALE AS NOTED Southold, New York • G3 1-7G5-8GG7 to existing house Southold, New York DATE 2. 14.2014 BY N. DWYER I 4"X 4" DECK BOARDS Dowty 4'-1 112" w4 TEMPERED D2 ENTRY II UP II O FUTURE WALL i I W4 w DRYER468 MAFBLE 6'-O" � S [IDLE WALL LEGEND: W 668 MUDROOMI 4"X 4" PORCH 668 I I D2 ______ OUTLINE OF WALL ------ POSTS BEING REMOVED I 3 BENC EAT; LIFT UP EXTERIOR WALLS: W SHER TOP F STORAGE I BOARDS, 2868 � 3068EX1� SSDING TO REMAIN; SHEATHING 0 6'-4 NEW 2"X G" STUDS FRAMED O O WITHIN EXISTING CONSTRUCTION. D5 NEW 92"TJI 230 F.J. I R-22 INSULATION t 2' GYPSUM III O O BOARD TO INTERIOR SIDE II N I INTERIOR WALLS: SECTION - REBUILT PORCH I ISLAND I o secrloN �Z EXISTING STUDS TO REMAIN. PROV. 1 m B R-I I INSULATION w * ill GYPSUM BOARD II I I I I w3 w ON EACH SIDE. USE MOISTURE/MOLD Dowty w p RESISTANT BOARD IN ALL WET ROOMS. lcz II I w2 m w E DI Z: 0 1 1 w NEW CONSTRUCTION - C) o o o EXTERIOR WALL TO BE REFRAMED WITH IIs ' w 2 X 4 STUDS @ 1 6 O.C., e SHEATHING, I j O > I 1 1 o ro R-15 INSULATION 2" GYPSUM BOARD ON -' LL- CD I 1 m — > INTERIOR SIDE II INTERIOR PARTITIONS TO BE 2"X 4"STUDS N @ I G" O.C. WITH z" GYPSUM BOARD EACH SIDE 2'-4"4 I I I ALL HEADERS TO REMAIN UNLESS OTHERWISE EXISTING SECTION I i NOTED; PROVIDE 2- 7 4" LVL HEADERS ABOVE II BILCO WINDOWS * DOORS WITHIN NEW CONSTRUCTION OAT A NEW KITCI1EN C LOS ET O UNLESS OTHERWISE NOTED ON PIANS. 0 26 8 I 0 14'-5" U 26 8 W D POST WITHIN 5'-5 1/2" z I— i WALL I I z � __j KITCHEN 7 112; O X U ENTRY sa.Fr. S/D — . — . — . — . — . 12s.7%LIGHT FLOOR HEIGHTS 7.1%VENT TO ALIGN 2668 N BEDROOM x EXISTING 2"X ,5" C J DINING ROOM TO REMAIN CLOSET x 2668 _ N 2668 � J Lu -IN 2468 MARBLE D2 SADDLE 20" HIGH KNEE WALL w/WOOD CAP; G"SQ. I 1 COLUMNS TO FLUSH zo-3 HEADER POST NEW HEADER 2- 92" LVL HEADER 1 246 WITHIN WALL ABOVE THIS DOOf _ m 3- 92" LVL FLUSH HEADER G" SQ. POSTS w/ HALF ALL TRIM DETAIL EXISTING wl SCREEN PORCH ® C� 2468 LOCATION OF WALL A130VE MARBLE LINEN SHE VES DLE UNDER STAIRS EXISTING CHIMNEY EXISTING 2"X 8"C.J. -� TO REMAIN EXISTING STAIRS, J b HANDRAIL, NEWEL 3 LIVING ROOM POSTS TO REMAINEXISTING FIREPLACE 1 19 50.Fr. S/D -I b 17.4%LIGHT 9.7%VENT BEDROOM z Ix w UP 2668 NEW 2"X G"STUDS NEW 2"X G"STUDS FRAMED WITHIN EXISTING FRAMED WITHIN EXISTING x EXTERIOR WALLS; EXTERIOR WALLS 74" LVL LEDGER BOLTED TO — EXISTING RECESSED FRAME. REST NEW JOISTS ENTRY DOOR 4 SIDE ON LEDGER AND NOTCH LIGHTS TO REMAIN x x AROUND EXISTING PLATE 22'-7" 33'_6" eOr�_�— SECTION FIRST FLOOR A p , SCALE: 4" V / NANCY D WYE R DRAWING : FLOOR PLANS �J J rnRenovation Addition Clem Charnew5 5CALE : AS NOTED DE51GN CONSULTING, INC. Main Road Southold, New York • G3 I-7G5-8GG7 to ex15tl ng house Southold, New York DATE 2. 14.2014 BY N. byvyER I T-5" 771 -- WW I EGRESS 3'-5" —V 5 42" KNf E WALL w/ WALL LEGEND: WOOD GAP F - OUTLINE OF WALL j BEING REMOVED EXTERIOR WALLS: EXISTING STUD FLAME, 5HEATHIN6 _ 51DING TO REMAIN; o BEDROOM N NEW 2"X G"5TUD5 FRAMED 3325Q.PT. 5/p WITHIN EXISTING CONSTRUCTION. e6�VENTr Rr22 INSULATION �z" GYPSUM w6 BOARD TO INTERIOR51DE SECTION . INTERIOR WALLS: = B 0 SECTION �Z EXISTING 5TUD5 TO REMAIN. PROV. B R-I I INSULATION �J-" GYPSUM BOARD NEWLVL C.J. ON EACH SIDE. USE MOI5TURE/MOLD R. . @ I ' O.G. NEW 2"X 8" PORCH @ I " U.C. RESISTANT BOARD IN ALL WET ROOMS. I I NEW CONSTRUCTION - { EXTERIOR WALL TCS BE REFRAMED WITH 2"X 4" STUDS @ I G"O-C,; 2" SHEATHING, 2 R-15 INSULATION " GYP SU 4� I 6'-11" s 0 G'-10 1/2" INTERIOR51DE M BOARD ON 2468 77�777\XllXliXXN MARBLE SADDLE 2468 2468 INTERIOR PARTITIONS TO BE 2"X 4"5TUD5 @ I G O.C. WITH GYPSUM BOARD EACH 51DE CLOSET ws O GG6 - ALL HEADERS TO REMAIN UNLESS OTHERWISE 42" KNEE WALL w/ SECTION NOTED; PROVIDE 2- 7 4" LVL HEADERS AB0VE MARBLE CAP L GLASS A 6'-G 1/2" WINDOW5 * DOORS WITHIN NEW GONSTRUCTION sNowER ENCLOS uRE BATH z UNLESS OTHERWISE NOTED ON PLANS, —µ.• . ._, r` NEW4"' LV J. U �o @ . �FR a i 24G5 WALK-IN U z GLOSEI 5'-5 1/2" (n z \ 4"X 7" RIM x Ou a2 z TO REMAIN 17 i \ G . _—,., . _ — . — . — , EGRESS z � o " 6� x mss\ No .� . . _ . _. I po 00— J �' MASTER BffDROOM - O I - � cV LINEN O _ b CLOSET 9.3 LIGHT S/D Z / o — a2 I e.a%ucrtr Z � T_I PAIR 1866 5.2%VENT z IFOLD �+ M 6B Q / SADDLE ' I I EXISTING R.R. -IU REMAIN2666 I 15-2" 2"X G" FRAMED INTERIOR Dowty PARTITION PAIR 2G98 I I POCKET DOORS EXISTING R.R. '�— TO PE AI N I 3. 92" LVL HEADER POST HEADER ON ABOVE POCKET DOORS \ 1 EITHER 51DE OF C7OORS IWITHIN WALL FLAME F�CISTINGL111MNEY I I \ W 1 E i EXITING N �--� \, STAIRS FAMILY ROOM EXISTING FIRElFlACE N NSI \ a2 uP EX15TING STAIRS, a2 z HANDRAIL, NEWEL 1 / z P05T5 TO REMAIN II II O / I I 22'-7" I1 x x UX SECTIONSECOND FLOOD O a SCALE: 4" = I '-0'' u' Ile � t 0NANCY DW ER DRAWING : FLOOR PLANS 7 Renovation Addition Clem Charnew5 SCALE AS NOTED DESIGN CONSULTING, INC, Main Road Southold, New York 63 1-7G5-8G97 to existing house Southold, New Yofk DATE 2. 14.2014 BY N. DWYER i I ROOF GUTTER LEADER � � I I I I I I I I I i NEW 2"X 8" R.R. HOUSE I@ 1 6" O.C. ( I EXTENSION 12 G I UNEXCAVATED II I SOIL GRADE NEW 211 X 811 R.R. GAF 30 YEAR ARCHITECTURAL � @ 16" O.C. ( \ ASPHALT RFELT OVER OOF SHINGLES W/ I # CE * WEATHER SHIPLYWOOD CDX ELD @ PERIIVEfERS SECTION I VALLEYS B SECTION 101-011 MIN wl PRECAST I � I DRYWELL • • � I J LEADER ELEVATION /SECTION _INI m , I Not to Scale I zI I 12 G 2 I RUNOFF NOTE: Gutters continuously around; i SECTION i Leader locations as per A I installer - all leaders drain to G" 0 PVC I NEW 2"X 8" R.R. Oz pipe and Into to new drywelb. @ I G" O.C. I ~ RUNOFF CALCULATIONS: U Lu 2018 x . I G7 x 7.5 = 2,527.5 gallons of runoff z @ (1) P-0" x 8'-0" O capacity = 300 gallons — —� — —•— -- . —. — , — _ O Runoff Containment Requires: !— U (2) 5'-0" x 8'-0" 0 rings (or ectual) 01 �� TYPICAL ALL LAYOVERS BOLT TO RAFTERS W/8" LAG BOLTS t WASHERS EXISTING SHEATHING iROOF MATERIAL TO REMAIN • I I I - - - - - - - I • DOWN — EXISTING RIDGE TO REMAIN — ( S/D O — EXISTING ATTIC - I RIDGE, RAFTERS, PLATES, — • — ' — ' ' — DORMERS, WINDOWS t SUBFLOOR ALL TO REMAIN I I I 0 , I - • - • -• - . - - • - . -• - . -. - • - ATTIC ROOF FLAME SEAN SCALE: 4" = I '-0" NANCY DWYER rn Clem Charnews DRAWING : FLOOR PLANS DE51GN CONSULTING, INC. Renovation Addition Main Road SCALE AS NOTED Southold, New York • G3 I-7G5-8GG7 to eXlStl ng douse Southold, New York DATE 2. 14.2014 BY N. DWYER z O U w lu O Z F- N O o A EXISTING ATTIC 4 ROOF FRAME R-30 INSULATION t VENTED Q N z STRUCTURE TO REMAIN BAFFLES BETWEEN RAFTERS U' z_ Lu w Q � EXISTING 3- 4"X 7" p (o p m PLATES EXISTING I" SUBFLOOP, NEW 7-" LVL F.J. R-19 INSULATION PLATE HEIGHT TO ALIGN 74' LVL LEDGER, BOLTED NEW 2"X G"STUD FRAME NEW 2"X 4" INTERIOR WALL WITHIN EXISTING STUD PARTITION EXTERIOR FRAME � z S -6 U o � E o AREA OF NEW CONSTRUCTION EXISTING I" SUBFLOOR NEW 9-" LVL F;J. R-19 INSULATION 74' LVL LEDGER, BOLTED 3- 9z" LVL DROPPED HEADER PROVIDE BLOCKING It DASHED LINE INDICATES FIRESTOPPING BETWEEN EXISTING FLOORJOISTS ORIGINAL STUDS 6"SQUARE COLUMNS O NEW 2"X G"STUD FRAME TO DROPPED HEADER w/ MOULDING CARRIED TO K-21 INSULATION -�-� WALL WITHIN EXISTING FOOTINGS EXTERIOR FRAME D 13 2"X G"STUD FRAME Q O KNEE WALL W/WOOD CAP — NEW 9-,' LVL F.J. .— 0 ts) X 3- 14"X 92' LVL DROPPED GIRDER O BASEMENT 312" DIAMETER STRUCTURAL n\ O UPPER SHEARWALL EXISTING STRUCTURE- 1� BOLTSCHORD STEEL COLUMN BURIED IN CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CORNER BRACKET BOLTS FOUNDATION WALLS, FOOTINGS EXISTING CONCRETE FOOTING ANCHOR 6mm B EL PIt SLAB TO REMAIN ONE OR TWO SIDES TRENCH (fYP.) ANCHORR SOLTBOLT UTS i NOTCHED RAFTER THREADED ROD WALL TO FOUNDATION RAFTER RIDGE RIDGE DOUBLE PLATE ANCHOR CORNER BRACKET CORNER HOLD—DOWN DETAIL BOLTS N.T.S. LOWER SFEARNALL METAL HOID— DOWN STRAP TsN�RNA LL TO SHE ARWALL 38-16d SINKER 2,LRIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING SHEARWALL HOLD-DOWN DETAILS NAILS AS PER �3-7'X4"WD STUD N.T.S. MANUFACTURER CORNER TYP. annUP c* 2"X4"SILL BUILDING SECTION "All\ll , roU PLATE z RIM JOIST TYP. SCALE: RAFTER PROVIDE 1l2'SPACING BETWEEN THE END STUD DBL.SILL PLATE AND THE FOTHERSTUDS ANCHOR BOLT (1)#4REBARIN ( Il RAFTER CONNECT CORNER STUD SHEAR CONE-MIN. �`JJ HOLDDOWN INSTALLATION a TO TRANSFER SHEAR 12"LENGTH 4) C9 TOP PLATE6 FASTEN WITH(2)164 30"MIN. FOUNDATION Lu [� TOP PLATE COMMON NAILS @ 6"O.C. REBAR LENGTH WALLTYP. J m WALLSTUD 12"MIN. WALL STUD SIDEWALL ENDWALL FROM CORNER TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATM RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN!UPLIFT ANCHOR C) ((� zL 2ND.FLOOR WALL STUD U KING STUDS O } 2ND.FLOOR PLATE CRIPPLE STUD WIND RESISTANT CONSTRUCTION CONNECTORS SUBFLOOR ZQ U z WOOD JOIST WOOD JOIST JOIST RIM BOARD HEADER CONNECTION LOCATION: PART NUMBER: NOTES: z Z BLOCKING JOIST HANGER IST.FLOOR TOP PLATES JACK STUDS RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS GTRDERIHEADER -- O WOOD GIRDERRAFTER TO-WALL H7 APPLY TO EACH RAFTER 'i WOOD JOIST IST FLOOR WALL STUD n (n TYPICAL HEW5RCON.NECTIQN RAFTER-TIO-PLATE H8 or H2.5 APPLY TO EACH RAFTER F NEN W JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERIHEADER ��'OPH C) I TYPICAL MULTI-.STORY CONNECTIONS PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD 1 if 1sr.FLooRwausTUD 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD V 1ST.FLOOR PLATE HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD r- h SUBFLOOR SILLGASKET d WALL STUD WALL STUD RIMBOARD ® TERMITESHIEID CRJPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD BOTTOM PLATE BOTTOM PLATE ' � BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL SILL PLATES o SHEAR WALL HOLDDOWN ANCHOR 55TB I G APPLY TO EACH 51DEWALL END OS822A :f PAGE: DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) FOUNDATION WALL FOUNDATION WALL WRAP UNDER DOUBLE SILL PLATE A�0 I ST. FLOOR-UNDER-SILL PLATE X520 (USE WITH 3" SQUARE WASHERS) S �� ' DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALL$ 15T.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. NAILING SCHEDULE 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE TOE NAILED B'-O"WALL:3-84 PER RAFTER I O'-O"WALL:4-8d PER RAFTER z CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER J015T 0 10'-0"WALL:4-8d PER JOIST F-- CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP l CEILING JOIST LAPS OVER PARTITION5 FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE ILLI LU BLOCKING TO RAFTER TOE NAILED 2-8d EACH END z O N RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END o z n WALL FRAMING [fl Q N Z TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE STUD TO STUD FACE NAILED 2-1 Gd 24"O/C HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES UI TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD z 3-1 Gd PER 2XG STUD W W 4-1 Gd PER 2X8 STUD (6) (6) n )- BOTTOM PLATE TO FLOOR JOIST, BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '— PER FOOT FLOOR FRAMING JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO SII-L OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND J015T TO JOIST END NAILED 3-I Gd PER JOIST BAND J015T TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT to } ROOF SHEATHING STRUCTURAL PANELS L z 4'PERIMETER EDGE ZONE- I W O/C-G"AT PANEL EDGES S 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD r , INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT U O 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETEP.EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. O U (s) CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD WALL SHEATHING STRUCTURAL PANELS 8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ad INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT 9 Z' LVL RIDGE; INTERMEDIATE SUPPORTS IN THE PANEL FIELD 51MP50N C520 FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD ARCHITECTURAL ASPHALT CONNECTOR(fYP.ALL) 25/32' 8d 3"EDGE/G"FIELD GYPSUM WALLBOARD 5,1 COOLERS 7"EDGE/10"FIELD ROOFING WITH 15#FELT N 8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT OVER g" CDX PLYWOOD HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD WITH ICE * WEATHER 5HEILD 0 G 12 8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT @ PERIMETERS VALLEYS (� 6" . 6 7 O INTERMEDIATE SUPPORTS IN THE PANEL FIELD �. SIMPSON H7 Q S FLOOR SHEATHING • CONNECTOR STRUCTURAL PANELS- I"OR LESS 84 G"EDGE/1 2"FIELD 2 FASCIA WITH � Nailing requirements are based on wall sheathing nailed G mches O.C.at the panel edge. If wait sheathing is nailed 3 mches O.G.at the panel edge to obtain VENTED SOFFIT higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the 7 " C.J. @ 12"O.C. O load path. 2- 7 4" LVL HEADER ABOVE —v When wall sheathmg m continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. NEW SECOND FLOOR WI N DOWS; > Corrosion resistant I I gale rcofin6j rads and I G 6jage sta les are rermitted,check IBC for additional re omrements. 2"X 10"ACQ LEDGER BOLTED ' GYPSUM BOARD TO HOUSE FRAME WITH 5" O TYPICAL ALL AREAS "LEDGERLOK'SCREWS @ I G"O.C.; TABLE R30 I .6 = HANG PORCH RAFTERS FROM LEDGER L� WITH 51MP50N L5U2G HANGER ALLOWABLE DEFLECTION OF STRUCTURAL MEME13ER5 BEDROOM STRUCTURAL MEMBER ALLOWABLE DEFLECTION 8' CDX PLYWOOD SHEATHING, Rafters havinel slopes cjreater U150 PRO P50N 12 15# FEL , FLASHING ICE WEATHER than 3/12 with no flmshed ceilincj SHIELD OVER RAFTERS attached to rafters a k 8 Interior walls artltlons H/180 4 9 2' LVL F.J. @ 1 2"O.C. R-1 9 INSULAT ON �X ��R � / FASCIA * VENTED SOFFIT Floors# lastered celhn s U3G0 PROVIDE 5IMP50 C. All other structural memebers U240 WINDOWS O Exterior walls with laster or H/3G0 l"5 JH 2- 1 4°X 74" LVL HEADER stucco finish PLATE ABOVE r ` Exterior walls-wind loads with U240 U brittle flmshes Exterior walls- wind loads with U 120 T KITCIIEN N o flexible finishes I G `J DESIGN LOAD CALCULATIONS I 1 LU MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(1195f) - 2"X n J m EXTERIOR BALCONIES 60 r-Kt?ILL9 2' LVL F.J. @ 12"O.C. R-30 INSULATION (� DECKS 40 y z � ATTICS WITHOUT STORAGE 30 Cf ORS `J >- ATTICS WITH STORAGE 40 Z O ROOMS(OTHER THAN SLEEPING KOOM5) 40 " DIAMETER ANCHOR BOLTS Z W/ 7" MIN. DEPTH @ 48"O.C. BASEMENT SLEEPING ROOMS 30 z W/ MIN. 373"x8'WASHER @ PLATE z o N � S CRITERIA FOR CALCULATION OF DEAD LOAD 8" POURED CONCRETE o r_ O ACTUAL WEIGHT5 OF MATERIALS REFERENCED TO A.I.A. FOUNDATION WALL W/ v , n ARCHITECTURAL GRAPHIC STANDARDS P-4"X 8" cl. FTG.; PROV. W COMPACT 2- #4 REBAR IN FOOTING 4"COMPAP.CONCTED FILL. SLAB ON � Q SNOW (TYPICAL ALL AREAS) oF NEW GROUND SNOW LOAD 1451115. �r SEISMIC DESIGN CATEGORY 113 Yc PAGE: WIND BUILDING SECTION 11811 03�2�, WIND SPEED 120 m h EXPOSURE CATEGORY B SCALE: 4" = I '-O" UAROgg>0��� 10 GENERAL NOTES: • The information on this set of construction documents is to relate basic design FRAMING NOTES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL WIND PROTECTION CONNECTION NOTES intent and framing details. They are intended as a construction aid, not as a WEATHERING SEVERE Adapted from Standard for Hurricane Resistant Residential Construction; SSTD substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G'on center FIROST LINE DEPTH 3'-O" 10-99 and 2001 SBC High Wind Edition Wood Frame Construction current New York State building codes. The general contractor is responsible for TERMITE MODERATE TO HEAVY Fasteners and Connectors for Wood Frame Construction providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation DECAY SLIGHT TO MODERATE finished, structurally sound and weatherproof completed product. refers to current arsenic-flee treated wood standards and shall take the place of'CCA' WINTER DESIGN TEMP. I I I . A continuous load path between footings, foundations walls, floors, studs and Q • General contractor to coordinate all subcontractors, scheduling of work and ICE SHIELD UNDER- AS PER MANUFACTURER'S roof framing shall be provided. z • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include LAYMENT REQUIRED SPECIFICATIONS/STATE CODE interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearing areas FLOOD HAZARDS 2. Approved connectors, anchors and other fastening devices not Included in O N • The contractor is responsible for ensuring that all work and construction meets or exceeds current federal, state and local codes,ordinances and regulations,etc. Structural Steel ASTM A3G - FY= 3G KSI the Standard Building Code, Table 2306. I shall be installed in accordance with z These codes are to be considered as part of the specifications for this building plan. manufacturer's recommendations. . OQ N • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, • If in the course of construction, a condition exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be 3. Metal plates, connectors, Screws, bolts, and Wads exposed directly to the Z Z indicated on these drawings,the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications. weather or subject to salt corrosion In costal areas, shall be stainless steel or t the engineer immediately. Should he fail to follow this procedure and continue work, hot dipped galvanized. z_ he shall assume all responsibility and liability arising therefrom. LU • All floor sheathing is to be 4"AC type plywood,tongue*groove and shall be glued and screwed to -J H • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. the floor Joists(G"o.c. edges t 1 2"o.c.field) 4. Where windows and doors interrupt wood structural panel sheathing and U Q } siding, framing anchors or connectors shall be provided at the top and bottom D c!7 m • The designer has not been engaged for construction supervision and assumes no Solid blocking is to be installed every8'-O"max. or mid span of all floor Joists with spans exceeding of cripple studs, header studs, and at least one stud at each side of opening. responsibility for construction coordinating with these plans, nor responsibility for 8'-0". Blocking is to be installed at all point load bearing points. construction means, methods,techniques, sequences or proceedures or for saftey precautions and programs in connection with the work indicated. There are no 5. Ridge straps shall be attached t0 each pair of opposing rafters except where warranties for a specific use expressed or implied in the use e these plans. • Install double Joists under all partitions running parallel collar ties of I xG or 2x4 lumber Is located In upper third of attic space and attach to each pair of rafters. • Contractor to provide hardwired smoke detectors, with battery back up,and with • All exterior wall headers to be 2-LVL's as indicated on floor plans t sections and all interior G. Uplift connectors shall be provided at each rafter bearing. no intervening switches, on all floors and in each bedroom. Verify with local code headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding -0"shall have a double requirements as per Section R3 17 New York State Residential Construciton Code. Jack stud with a single king stud f on exterior walls provide double sill plate(typical). Install carbon monoxide detectors as per code. 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' 3 o of exterior corners. } FOUNDATION NOTES' Provide insulation baffles at eave vents between rafters and soffit vents as indicated L z on plans 8. SIII Plate to Foundation Anchorage: SIII plate shall be anchored to the • foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x General contractor to review plans, elevations and details to determine • Exterior flashing is to be adequately installed at all connections between roofs,walls, intended hei hts of finished floor above typical rade. 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 oC g tYl' g chimneys, protections and penetrations as required by approved constrction practices. inches of each end of each plate. Anchor bolts shall have a minimum embedment • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. FLOOR PLAN NOTES: of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located (� within 12 Inches of corners and at spacing not exceeding 4 feet on center. • Concrete shall be FC = 3,500 PSI @ 28 days • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS • Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh . All interior walls to be covered with z"gyspusm board with metal corner reinforcing. All reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor drywall products, barrier. Welded wire mesh is to be placed in the top third of the slab and is to be including gypsum board, screw,Joint compound,tapes>f trim shall be U.S. Gypsum Co. or approved equal. All joints shall recieve 3 coats ofjoint treatment. Sand final adequately supported by precast concrete bar supports to assure that the reinforcement0 is held in position during concrete placement and finishing. coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and spackled, 3 coats, ready for paint. ALTERNATIVE FOR OPENING PROTECTION • Isolation joints are to be installed between the slab and the walls. Use preformed . Insulation ratings and installation locations as indicated on floor plans�sections joint filler that is to be cut 112" below the slab surface and the resulting joint is to be filled with an elastomeric Joint sealant. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-O" • Walls common to garage and house to have a layer of g"fire rated gypsum board at SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS -� • General contractor to install cop-r-tex(or copper) sheet metal termite sheilds garage side with 5'-0'return on adjacent walls*ceiling. Provide 2 layers of 8°fire rated SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. between all wood surfaces that are exposed to concrete or masonry surfaces. gypsum board on all engineered lumber as required by manufacturer specifications (REFER TO SECTION 1 609.I.4 AND 1609.6.5 AND TABLE 1609.I.4) • Dampproof eAerior of foundation wall with a bituminous coating; Foundation • All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant Q "� excavation is not to be backfilled prior to the installation of the floor frammg. drywall,and provide wonderboard for all areas set to recieve tile. TABLE 1609. I .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS X PLUMBING * HVAC NOTES: > FASTENER SPACING(INCHES) O PANEL SPAN<2'-21-0"<PANEL 4'-0"<PANEL G'-O"<PANEL O • All plumbing work shall be done by a duly licensed plumber and must conform and adhere FASTENER TYPE O" SPAN<4'-0" SPAN <G'-O" SPAN<8'-O" n\ � to all New York State building codes*saftey requirements. cz 2 112" #G WOOD SCREWS I li I G 12 9 • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment contractor must provide appropriate bracing to tie framing back together. 2 I/2" #8 WOODSGREWS Ili Ili Ili12 • Baseboard heating is to be hot water and zoned. Plumbing contractor is to A.THIS TABLE 15 BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF adequately size the system and place the baseboards in an unobstructive location in each room HEIGHT OF 33'-O"OR LESS required to recieve heat. Minimum of one thermostat for each zone will be required. B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE • Mechanical subcontractor is responsible for adhering to all applicable codes and ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL saftely requirements. CAPACITY OF 490 LBS. • HVAC subcontractor to fully coordinate system data *requirements Wth the equipment supplier and to provide final system layout drawing and submit it to general contractor, WINDOW AND DOOR SCHEDULE owner and equipment supplier for final review t approval. U ��kr. ELECTRICAL NOTES: ,� ELECT R All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include W I TW2852 TILT WASH 5.8G 10.48 20 4 24.7 -2G.9 30 3 EGRESS AS SHOWN • [� Ln installation of fixtures✓k specifications as indicated on plans. Light fixtures to be supplied by W2 TW2 1036 TILT WASH 4.04 7.23 10 4 25.9 -28.1 30 I W owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install W3 1 TW203G TILT WASH 2.77 4.73 10 4 25.9 -28.1 30 2 all outlets as per code. All work is to be done in strict accordance with the New York State Code W4 TW242 10 TILT WASH 2.5G 4.4G 10 5 25.9 -34.7 50 3 TEMPERED WHERE SHOWN;PG UPGRADE J (� by a licensed electrician. All new switches*outlets to be Levition, standard, supplied installed W5 TW254G TILT WASH 5.03 8.98 10 4 25.9 -25.1- 30 3 by contractor. Contractor to do all hook-ups as required for bathrooms. W6 TW2436 TILT WASH 3.28 5.73 10 4 25.9 -28.1 30 3 W7 A351 AWNING I 4.90 10 4 25.9 -28.1 35 1 TEMPERED /-- Z O U O D1 FWHGOGI I FRENCH WD.HINGED 34.86 22.91 50 4 23.2 -25.4 40 1 z r 1 D2 FWH29G I 1 FRENCH WD.HINGED 14.551 9.G 1 10 4 25.9 -28.1 40 3 �J z z z M ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED O s WINDOWS t DOORS TO BE WHITE EXTERIOR,PINE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. ,^ O PROVIDE CLASSIC SERIES LOCKS,HARDWARE AND HAND LIFTS IN DISTRESSED NICKEL FINISH. FULL EXTERIOR SCREENS (n SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS-PERMANENT EXTERIOR,REMOVABLE INTERIOR;7/8"WIDTH W C) CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER ���LL I- PIE f TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM Of 8'-O"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 1/2-#8 WOOD SCREWS AT I G"O/C,FASTENERS r i 1 Y' PAGE: FOP,SPANS UP TO 8'-0"SHALL BE 2 1/2"-#8 AT 12"O/C. TABLE 301.2.1.2 3 ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED rr. 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. ROSn'®R�A� I I REFER TO SECTION K 1609.1 A FOR ALTERNATIVE OPENING PROTECTION.