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Home My WebLink About40477-Z Town of Southold 1/11/2018 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39446 Date: 1/11/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 155 Lighthouse Rd., Southold SCTM#: 473889 Sec/Block/Lot: 55.4-3.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/9/2016 pursuant to which Building Permit No. 40477 dated 2/23/2016 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: ONE FAMILY DWELLING WITH COVERED FRONT ENTRY AND OPEN PORCH, ATTACHED GARAGE AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Courtsouros,Anthony&Joanidou,ELpida of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0006 10-06-2017 ELECTRICAL CERTIFICATE NO. 40477 11-16-2017 PLUMBERS CERTIFICATION DATED 01-10-2018 Delvecchio t ed Signature o�guF�ot,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ,Permit#: 40477 Date: 2/23/2016 Permission is hereby granted to: Bounatsos, Evangelos 58-33 44th Ave Woodside, NY 11377 To: construct a new single family dwelling-as applied for per SCHD approval. I At premises located at: 15-5' 425 Lighthouse Rd., Southold SCTM # 473889 Sec/Block/Lot# 55.-1-3.3 Pursuant to application dated 2/9/2016 and approved by the Building Inspector. To expire on 8/24/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,579.60 CO -NEW DWELLING $50.00 Total: $2,629.60 luildiiLns r-. 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- $100.00 3. C60:�6f-Certificafe"of Occupancy--$:25 - - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ~ �� U $o �p "�� V House No. Q Street Hamlet Owner or Owners of Property: �,y, Suffolk County Tax Map No 1000, Section 5 Block Lot Subdivision Filed Map. Lot: Permit No. (40�`� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: pplicant Signature pF SO(/r�®� , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ® • �® roger.richert(cD-town.southoId.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: COurtsouros Address: 155 Lighthouse Road city,Southold st: New York zip: 11971 Building Permit#: 40477 Section: 55 Block: 1 Lot: 3.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: LC Electric License No: 38043-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 55 Ceiling Fixtures 28 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 13 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 26 Twist Lock Exit Fixtures �] TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 2- Bath Fans, 1- Range Hood, 14 ARC Fault Circuit Breakers. Notes. Inspector Signature: Date: November 16, 2017 0-Cert Electrical Compliance Form.xls "telephone(631)765-1802 54375 Main Road y_ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTI�MNTTOWN OF SOUTHOLD JAN 1 1 2018 CERTIFICATION TO ';1Off"SOCTIMOLD Date: l Building Permit No.lou, 4/ ' Owner: (Please print) r Plumber: (Please print) l I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. rs Signature)- - Sworn to before me this L� day of ' , 20 `1Notary Public, - _ County E JEANANNE DAWSON NOTARY PUBLIC,STATE OF NEW YORK Registration No.01DA4865446 Qualified In Suffolk County Commission Expires July 14,2018 pf SOUlyol 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) Jv AV REMARKS: d ,z r DATE 40to/7 ( INSPECTOR 2- ? O �o��OF SO(/ryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1-802 I INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. �FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: r . 041 DATE INSPECTOR o��Of SOUT�o! 00UNf`l,N 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 VIOL TIO [ ] CAULKING w,0 REMARKS: 0 DATE INSPECTOR oF so�lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ON [ ] FOUNDATION 1ST ROUGH PLEG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Xi Y t S r I p of Plum 6k (D [ N zo -1?D &k, 0 r- wt DATE INSPECTOR O� OF S0(/lyol �l'y00UNi`I,�c� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT.765-1802 INSPECTION [ ] FOUNDATION IST [ ]#UGH PLUMBING [ ] FOUNDATION 2ND [ V INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: �r-P/ 0A,4Vavwl rV,,l DATE -1614( ATE << M INSPECTOR SOUly�lo � •coutov, a� l L 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 Y4__,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �i DATE l INSPECTOR ` �o� opo laf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 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: e k ✓ Sfvr r DATE INSPECTOR OF SO(/lyo� - ��y00UNT1,0� j� V 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: \ ')q W-e-- DATE l I 0 INSPECTO� qlDq �pE SOUTy �o� olo �ycOUNi'l 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] I ULATION [, ] FRAMING / STRAPPING [ FINAL A60 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: • I �k 1 •�I�IL�' •V ' , _ v I�9 (IVY DATE INSPECTOR Joseph L. Mile, AIA 631-473-5410 84 Vidoni Drive Mount Sinai,NY 11766 November 10,2017 Michael J.Verity Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 . D Re: Coutsouros Residence N O V 2 0 2017 125 Lighthouse Road Southold,NY 11971 BUILDIN,0 DEFT. Permit#40477 TOWN OF SO OLD Dear Mr.Verity: With regards to the construction for the above referenced residence please allow this letter to serve as confirmation that the construction including the Powerbeam LSL wood basement girders, have been visually inspected by this office and found to be constructed in general conformance with the design of this office and with the Residential Code of New York State. Respectfully submitted, Signature Jos h L. Mile,R.A ED ARC Seal ��`y �pS��H '6' Cc: File Anthony Coutsouros N9 02M1 Q� ��aF N��1� r A-M- - , �� Ii I � r/.✓" 4 MM 'TAN � •'Fs- vrw?•ur lkv--A-av 17=--m- MY ON • e i a •3f� r t t' � ,'v I � .. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1302 Planning Board approval FAX:(631)765-9502 Survey SoutlioldTown.NorthFork.net PERMIT NO. Checl Septic Form NY SD E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate f r Storm-Water Assessment Form Contact: a c4 /® -f6U z--S Approved_ [//`J 20 t / C l 631 -7, 7,5- k-69 Disapproved al none: Expiration •20_I i,_'•;_ i' 1 Building Inspector ` �, L APPLICATION FOR BUILDING PERI'M + FEB —9 2016 —! Date ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Bwlding 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 interum,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. (Signa e o applicant or name,if a corporation) -4 ems (Mailing address of applicant) )1 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No I Location of land on which proposed work will b k,�done. House Number 'Street _ -' Hamlet County Tax Map No. 1000 Section S Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use aV occu ancy of proposed construction: a. Existing use and occupancy Sin- 4" � b. Intended use and occupancy Pel 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost 3 S d 0 Z) D 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 -I--- 6. t/6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height �' s-}' 2q Number of Stories Dimensions of same structure with alterations or additions: Fronty Rear Depth `�y 6" Height ;Z r-� '� Number of Stories J It I JA 8. Dimensions of entire new construction:Front Rear 6 L-� Depth Height 5— %3 h Number of Stories 9. Size of lot:Front , &4` Rear � .�1 d Depth.3a Y, 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"l 13.Will lot be re-graded?YES INO Will ex ess fill be removed from premises?YES_NO K DD s3oDs i �r?5� 7l�$9j (ID 14.Names of Owner of premises G�t'✓� ddress'u�' Phone No. Name of Architect -&� Addressg Y V-orrzL-n4�uPhone No $f �L7 5 N10 Name of Contractor Address /1 v5I-a- eOVAA, Phone No.6-r '7'-7 S--6—QX 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOT t'THOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO +/ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17_If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO— *IF YES,PROVIDE A COPY STATE OF NEW YORK) SS: COUNTY OFSL-) t4 ISQ u i being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 111�7 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L.DWYER Sworn to before me this NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW63moo Cl day of 20(b QUALIFIED IN SUFFOLK COU COMMISSION EXPIRES JUN Notary Public gnaturc of Applicant v;\ �L'rFG�� '7�'(0)]KIMI\�y A ]Elle Scott A. Russell ��° ` SUPERVISOR ( �� I��][ A\1�A(GIE��[�EN T SOUTHOLD TOWN HALL-P.O.Box 1179 LO � 53095 Main Road-SOUTH OLD,NEW YORK 11971 ��0��.a' Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT FORK SHEET ( TO BE COMPLETED BY THE APPLICANT) FEB 19 2016- - - - - - -- -- -. ----- - --- --- ------ DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) - Yes o _ ❑ A. Clearing, grubbing, grading or stripping of land which affects more _ than 5,000 square feet of ground surface. R® B. Excavation or filling involving more than 200 cubic yards of material fwithin any parcel or any contiguous area. ❑R 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. ❑N E. Site preparation within the one-hundred-year floodplain as depicted on-P'II - of an watercourse: y- ® 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. %k If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application_ S.C.T.M. APPLICANT- (Propert �e6rDe�Professional,Agent oniractor,Other) #: IDate000NAME: iy ,. section Block Lot / nslry.t 1:7 _; I:i�R F iLe%l NG lJ�_PA R'1`:t.-,NT L�i. "Y l_.t. Contact Informatiort C� / Peviewed By- - — -- — — — — — -- — — — — — — — — — Date )-11� Property Address / Location of Constl uct Ion Work. — — — — — — — — — — — — — — — — — o ❑ Approved for proce»tng Building Permit — S(ormwiter Management Control Plan Not Required __ _ --_ Tom, Stormwater Munieemew Contiol Plan l�Required (-� (F ornkar(j to Lngmeer ng Departmeni for Review) For"f\I sMc 1' - -t"C)s ti) -\Y ?o l., �PPL1C, T �P.npc,ry Ow ,,Des, Pro(essiona A e t. onrractor,Other) S,C.T,M. °: 11000 osu�rrt� CHAPTER 236 � 55' 13 1 Stormwater Management Control Plan CHECK LIST Section Block Lot ' i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: `; * The applicant must provide a Complete Explanation and/or Reason for not providing - , rN„� all Information that has been Required by the following Checklist! i A an d scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel ,how all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper _ Location & Description of Property Boundaries h Total Site Acreage. c Exl,ting - Natural & Man Made Features within 500 L.F. ' of the Site Boundary as required by §236-I7(C)(2). DRA11119AGEVVISREL I IONS ARE REQUIRED d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Contact I OS Engineen 7155-15150 _ e Limits of Clearing & Area of Proposed Land Disturbance. BaCkfill, UK Provide hirigineeros Lertitication _ f Exist ing & Pi oposed Contours of the Site (Minimum 2•Intervals) that the drainage has been installed to Lode. g Location of all existing & proposed structures, roads, di iveways, sidewalks, drainage improvements & utilities. I) Spot Gi ades & Finish Floor Elevations for all existing & i FRoSION 9.SEDID41ENIT CONTROLS proposed sti uctures. I Location of proposed Swimming Pool and discharge ring, l Location of proposed Soil Stockpile Area(s), k Location of proposed Construction Entrance/Staging Area(s). P7 F-71117-71 wire silt Feprziney s I Location of proposed concrete washout area(s). in Location of all proposed erosion&sediment control measures, 2 Siol mwater Management Control Plan must include Calculations showing (!,at the Stormwater Improvements are sized to capture,store,and infiltrate nn-,lie the run-ol f from all impervious surfaces generated by a two(21 Inch rainfall /storm event i ;S Deimk Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a Erosion & Sediment Controls. b Conti uct ion Entrance & Site Access. c Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d Leachin Structures (e.g. infiltration basins,swales,etc) „ i'°'vi,li�[•:l•.Itli 't-.; 1) ;lir\I�,`1' ...---.._. •11:, "1- l SE .•:.�,�... . ...............,_ .... .i. .... .. ..:�.. . . . .... .. _ _.;.. . .. .. •.. . Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete, ApplovedBy: — - - - - - - - - - - - - - - - - - - - - - - - — Aim i Stormwater Management Control Plan is Complete. Date lQ I h I SMCP has been approved by the Engineering Department. 1 FORM ” SWCP C eck List - TOS MAY 2014 l �a��lffOtk�� Town Hall Annex /�� Gy�� Telephone(631-1802 54375 Main Road t Fax(631)734-9502 P'O.Box 1179 Southold, NY 11971-0959 Co BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: C,0 L4 0i s�'i� Location of Property: po Please take notice that the (check applicable line): Y New residential structure IC Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at,the,subject-property reference above will utilize is (check applicable line): Truss type construction (TT) " Pre-engineered wood construction(PW) Timber construction (TC)` in the fo/ilwing locations) (check applicable line): , V Floor framing, including girders and beams F / Roof framing (R) V Floor and roof framing'(FR); - Signature: Name (person submittin this form): ATi ✓� Capacity heck applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 SO�Tyo` _ o Toxin Hall Annex41Telephone(631)7651802 54375 Main Road N (631)765,g5112 ; P.O.Box 1179 G @ r0 er.richert town.sOUd.n .us Southold,NY 1197I-0959 ' ly�ourm,� L J\0 o C'D rA • BUIIDING DEPARTMENT _ TOWN OF SOUTHOLD �p�-7- APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: 11, Company Name: . Name: - , License No.: o Address: - Phone No.: (_ t flf,� _cf1KC f JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: j Permit No.: Tax-Map District: 1000 Section: 5 6 Block:�` Lot: I *BRIEF DESC^RI_PTION OF WORK(Please Print Clearly) V f (Please Circle All That Apply) *Is job ready for inspection: Y / NO Rough In Final *Do•you need a Temp Certificate: YE ! NO Temp Information.(If needed) *Service Size: Phas 3Phase 100 150 00 300 350 400 Other I - *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Info io : PAYMENT DUE WITH APPLICATION 82- equest for inspeclio orm L -.i Yom. .0. - --op soar s=�` N G: D E PART,M,E+NT yo.. rvB�lUILDI t, . TOWN`DF-rSOAUTHIOLD: uTown:Halt Annex; 54375 Main Road_ PO:'Boz.11.79`'�`Soutiiold;;NYa.i'97:1=0959., w 'Telephbne: 631.)'765-1902-�Faz,(631');76 9502. . :' �F�� :' _��,� ✓v :`3':..r.v�� '`201_- }. ora', Certificate "Numtierjdf=�Nleters�� :.ri.~- - . , p. .!7! ;Ph _ _ - Oveifiead.'0 "Untle�g"'round%,.D �' of`Service' 'Clt :Reconnect>.Existiri Service`0. ;New,- pr/vlice. ,'-Cl•ange4 .9. , ,i Location: t .:.issued io y:"� .. �,.- .k. - - :Ise -•Y i r _ K e .,x�.= .. .�� Licc`#, 3.`-. .n i�<o'=file-withrthe Towheof.+South A, Orr;« "pi cant's notification:« _`,;;Application;for.electricalaeryice:equipment,,s. ;n., _ _ . . ; P. 'Installation,is<complete .the..towmwill conduct'.a oremisesanspectlbn ofsifi;:i cvice'equipment:". , Thin:ver ispyal Q d s' om ttie,a.,o date:.° .Y x . Authorised.b w, I TYPICAL SILT TYPICAL DRYWELL CROSS SECTION SCREEN SECTILTN (CONC. PRECAST COMPONENTS) S.C.T.M. NQ. DISTRICT: 1000 SECTION: 55 BLOCK: I LOT(S):3.3 GEOTC7nat FABRIC i SUPPORT POSTS e'SLAB FOR NON-TRAFFIC BEARPOS SUPPORT RT METAL APPROVED s1AD FOR Tmum swmc Nuw dm APPROVED IMLT PIPE GIST AM TO FADE AND APPROVEDE&AF OURET HPE ROM aRECTgN 1mi.�•OK COVER 70 GRADE TO[ Ax4" PITCHED T��T' HTPIED 1/8-/1.Ik EXCAVATED AND LAND N/F BACICHLIED TREN°' ®0 I]O 0 „L7 MSnNC GROUND 4854' L EL 39.1 I O OF DWELLINGS O 0 O❑ KRUSZESKI IW/PUBLIC WATER -I I I I I I I rn 150' BI—I JIIJICIIIJIICIIJICII[7 1 1 �1 I ILII CIIC EL 40.832r MAI" 9.29' I 1 SILT FENCE p MON. EL(41.5) 3'MIN 8' _ (\I r EL 42.1 I COLLARBACKFILL MATERIAL TO BE LAND N/F --::: -:_- _--" _6_9.O-.-_ EL(41.5) \fig v 8, CLEAN SAND AND GRAVEL OF _ry :...: ...... oS.T. N to-MIN f'1 ICL 41.8 SIRACUSAN0PROP 9 0^:. :153.8' :123': :_ ::::_::/ sTY°SED_:::- :. N PROPOSED I "''`' D►i'ELLINC CIO 3-4 BEDROOM SYSTEM DWELLING ^I >_ =-- --FF -: a l WELL` 1, 00 GAL S.T. , L(S•3.5 = / 1 B'DIAx12'DEEP L.P. o I W/PUBLIC WATEROD al )- -- -- - -- - -- - 1 PROPOSED SOIL - ---==------- --- -" IG, T' --=---ir i--- '-%-- _::--'= .PRO?OSED _- STOCK PILE AREA C o ':: -- . .....--=--'- --'- WATER :.. =.:_- - . :. .— -- _ 2- ELEV. 41.5 MON. EL 38.2 EL(41.0)/ .3..3 ._- ::::: 7Jr. . rARA 530 C'E. - _ y:r, is -I• _ DR BROWN DRY CEL S.F OL DY LOAM 0.8 \WELL _ � ENT. o :_G_F(41.0). -' NvCL 41.0 { =- '; , POSEDI ;'- 4.7'S L 41.5) _ P NTRANCE CONSTRUCTION SM BROWN 2.3, O PROPOSED CONSTRUCTION PARKING - EL 5 LOAMY SAND I I 0S'S80 S1 & STAGING AREA. r U•P•� s'sr, 0c 09'1 „ Lr FENCE - =" '� - _ _ PALE BOE DD PROPpSEO pRIV ,A I O BROWN 39.2 I Y. SP MEDIUM x _ I DWELLINGS TO LAND N/F x slLr F W/PUBLIC WATER COARSE OF of ENCIE _ 150 SAND 13.9' CAVANAGH & GRIEVE DWELLINGS FR FF'VC 1W L L� C TE WASH OUT AREA /DRY j 1 WELL v W/PUBLIC WATER y IN BED OF PROPOSED DRIVEWAY. 11 150' \ I '4 o Ga 0 ZONED AC x o NON-CONFORMING LOT 3Z�09, IW CL 40.1 NO WATER FRONT YARD SETBACK: 50'MIN EL 40.5 :3 — 17' REAR YARD SETBACK: 60'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPCOL MON Ii NOV. 12, 2015 SIDE YARD SETBACK: 20'MIN (40'TOTAL) LOCA71ONS SHOWN ARE FROM nELD OBSERVA77ONS :y K. WOYCHUK LS AND OR DATA OBTAINED FROM 07HERS EXISTING DRIVEWAY IW ELEVAAON DATUM: __NAVD88_ ' AREA: 40,005.65 SQ.FT. or 0.92 ACRES - -------------- DRAINAGE CALCULATIONS: UNAUTHORIZED ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA770N OF SEC770M 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEAR/NC 174E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN CZj,,,e,,,.•��w_ ��^�4-� ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION E A GROUND FLOOR=3,645 SOFT. G T,a �W-�- . -m LI57ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7ITU77ON, GUARANTEES ARE NOT TRANSFERABLE. ) T Z 8U'-_ 0I„6( COUNII`!'Y DEP-ARTM:EN T OF HEALTH H S.�� S f 3,645 x 0.166=605.07< 606cf REQUIRED _ THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ` (2) 10'DIA x 5' DEEP DRYWELL= 684cf PROVIDED �L:��J►CC AND/OR SUBSURFACE S7RUC-TUR SNor IN7ENDED To MONUMENT THE PRECORDEDROPERTY LOR UNRECORDED ARE NOT GUARANTEED INES OR TO GUIDE THE EREC77ON OF NUNLESS PHYSICALLY CES, AD0177ONAL STRUCTURES VIDENT ONRTHE PREMISES AAND OTHER T EMTIME OF SURVEY ��FLI�I, AOR APPROVAL O” C'ON$7h'ULl3ti'iiI FOR A B) ORNEWAY=3,640 SOFT. SURVEY OF: DESCRIBED PROPERTY ANTHONY COUTSOUROS; 3,64o ' 0.7 5'DE.24 < 605cf dl3'IG} E (1t^;,IDENCE ©NLY CERTIFIED T0: I (2) 10'DIA x 5' DEEP DRYWELL= 684cf PROVIDED MAP OF: 2016 FILED: ROAp D,` FEBFSB 0 OLD NO$TH 1W •e._ o� ' a � '. p.1T'•), SITUATED AT:_SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING. PLLC�• -- SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design _j n 1:0,!^ ":3-� �. f P.O. Box 153 A uebo ue, New York 11931 LE: ®, ;{t+ ^ j"}••J ; :� v E t a rfi ' 9 g �1.r:_i?,a "k __i:� !.}a f SOF 3-P FILE 15-798 SCALE: 1"=30' DATE:NOV. 09, 2015 PHONE (831)298-1588 FAX (631) 298-1588 -m.-..__- gy m* ^�• r a 1 t3�s 3e N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Ro3chuk �""-'"" '"""`^^^-•----• TYPICAL SILT TYPICAL ORYWELL CROSS SECTION SCREEN SECTIDN (CONC PRECAST COMPONENTS) S.C.T.M. NO. DISTRICT: 1000 SECTION: 55 BLOCK: 1 LOT(S):3.3 OEDICITIE FABRC swvoRr POSTS e•sue FOR NON4 IEL eENLNG e•sue FOR mAFnc ewm+c WOOD OR PETAL NFAW 011fY APPROVED wlEi PIPE GSi tl20N iRANC A`N APPT0.fl7 OUiIET PiE FLOW INRECTJM ud 4.OM CLIYFR 70 G1UOf i0[UK 4'N DKIENGS PWCNED I/e1/8-/)' vnt PM>.0 1/e%1• _\ N48o5410" LANDOF /F EoSnNc caouwo Q O El EL 39.1 E KRUSZESKI DWELLINGS BACX"LLo_ W/PUBLIC WATER J —III—I I I IL- r; I =1111 III=11—III� IElI �I�IIJI�II�II� I O� 150' I�Cflrl I� �Ir1�ITc 7 Idol ��I—il�la cii EL 40.89 I 32 .29' f SILT FENCE EL(41.5) 3' MIN. 8' LAND N/F -: :.-` _' 69. _ B EL 42. ottAa L N r TE 0. _ EL(415) I OF S.T. �CL 41.8 CLEAN SAND AND GRAVE 10'MIN SIRACUSANO - . = PROP , - - : _'9.0'=. I �D51D IJCJf�11W� �V :12.3'.;... -::t STYO.,EO:, -" " " `"N PROPOSED p 153.8' OW FRM _ °' _ 3-4 BEDROOM SYSTEM :142.910 _ y ►la iS {r}�. ��10�.� DWELLING S.F.S :': '= o DRY1 1, 00 GAL S.T. .y FFL(439 - -: a IwELL7 (1 8'DIAx12'DEEP L.P. W/PUBLIC WATER O CIS-- " - )., ;. . :-o" W03 -< PROPOSED SOIL ¢ ;� : _ _4, ,PROPOSED WATER RV/CE O )A �(P&O� STOCK PILE AREA 4 0 '. ;.: - - - .:::.:.35.5'.:' erj f Q New ��v y 37.3"- --" 75'. F-�j CAR ELEV. 41.5 MON. EL 38.2 EL(41.0 -- -_GARAGE'-.: =• (� 7 DRY CELLAR :=530 S F• ;:N V ) �� '✓ DR BROWN = OL SANDY LOAM 0.8 kw LLQ ENT, d: GF(41.0) ry i CL 41.0 if P POSED CONSTRUCTION 4.7'S L 41.5) �NTRANCE BROWN I O PROPOSED CONSTRUCTION PARKING EL SM LOAMY SAND 2•'s I I O S�Boo ' SILT & STAGING AREA. ^ n ' . U.P. PALE G•ST OCDe 9 10O"" NCC tl� ` Y PROPOSED DRIVEWAY. O 4 BROWN 39.2 I DWELLINGS MEDIUM x •I - E-i W/PUBLIC WATER SP TO LAND N/F X D SILT FENCE i COARSE L rx1� 150' SAND CAVANAGH & GRIEVE DWELLINGS FFR FF't'c 1 W L� C TE WASH our AREA ►DE Y) I 13.9 W/PUBLIC WATER .y- �' IN BED OF PROPOSED DRIVEWAY. 11-4I 150' a C) G O ZONED AC NON-CONFORMING LOT k 3�A–09' O IW CL 40.1 RAINAGE INSPECTIONS ARE REQUIRED NO WATER FRONT YARD SETBACK: 50'MIN EL 40.5 3 ineering at 765-1560 before — 17' REAR YARD SETBACK: 60'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL MON �2 ontact TOS Eng NOV. 12, 2015 SIDE YARD SETBACK: 20'MIN (40'TOTAL) LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS y Backfill,OR Provide Engineer's Certification K. WOYCHUK LS AND OR DATA OBTAINED FROM OTHERS. EXISTING DRIVEWAY !1" that the drainage has been installed to Code. AREA: 40,005.65 SQ.FT. or 0.92 ACRES ELEVATION DATUM: ___NAVD88_______________ I DRAINAGE CALCULATIONS: UNAUTHORIZED AL7ERA77ON OR ADD/AON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE £DUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN W EROSION&SEDIMENT CONTROLS, 10 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE ARE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON A) GROUND FLOOR=3,645 SO.FT. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. P"7 Shall include but not be limited to: 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/FIC PURPOSE AND USE THEREFORE THEY ARE 3,645 x 0.166=605.07< 606cf REQUIRED NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL 57RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS (2) IO'DIA x 5' DEEP DRYWELL= 684cf PROVIDED A well maintained Construction Entrance, AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY B) DRIVEWAY=3,640 SO.FT. Wire Backed Slit Fencing,stabilization & 3,640 x 0.166=604.24 < 605cr Seedingof exposed and/or inactive soils. SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ANTHONY COUTSOUROS; (2) IO'DIA x 5' DEEP DRYWELL= 684cf PROVIDED MAP OF: FILED: OLNORTH RDD D APPROVAL OF STOR ATER MANAGEMENT SITUATED AT: SOUTHOLD CONTR P7fow Code tr/161 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC Date' 19SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931A��r9V�� y FILE # 15—198 SCALE- 1"=30' DATE: NOV. 09, 201 5 _ PHONE (631)298-1588cordsfRobe FAX (8y It 8 N.Y$ LISC. NO 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Noychuk TYPICAL SILT TYPICAL DRYWELL CROSS SECTION SCREEN SECTIO N (CONIC. PRECAST COMPONENTS) S.C.T.M. NO. DISTRICT: 1000 SECTION: 55 BLOCK: 1 LOT(S):3.3 DEOTEXME FABRIC liN SUPPORT POSTSPOSTSLY 6-AAO CON NON-IRMnC OCARNO WOOD OR METAL O-SIAO CON TIWnC OENWW NED APPNOVED PALE PSE CASTST(NONDMC AND APPROVED OVR£I PIPE - now DWCWm - CWE'R TO ORADE TO MANSION JWfrS PRCNED t/O%1• UK 4'DN EXCAVATED AND PNOfE01�/I• LAND N/F BICOR`ID IRE"p' ®D D D D EX snNc GROUND EL 39.1 4854'10"E OF DWELLINGS DDD❑ KRUSZESKI _ - r, �p W/PUBLIC WATER I I I I H I I ILII �I� I rn, 150' � I L i l �` i li �'L 1111611allall IE IMINTIME�j(� IC7 111JII�ICION C6 EL 40.8 329.29'�i e7' r P nlwlww I SILT FENCE p MON. EL(41.5) 3• MIN. g' == r COLLAR LANG N F = =-- EL 42. I =. "::::: : `-.69.0'.: -_ EL(41.5) �6 CLEAN SAND AND GRAVELBE .. ..... -:r-N 1D'MIN S.T. ICL 41.8 SIRACUSANO ='- PROPOSED: __._:-__-'N :9.0'-;, p 153.8, 12.3'_'=__._'"=_ -1 S PROPOSED DwEccw = 3-4 BEDROOM SYSTEM 2.910 S.F. ::.-_::-,-::_ o y DRY1 1, 00 GAL S.T. DWELLING FFL(43.5 a I WELL/ 1 8'DIAx 12'DEEP L.P. o IN/PUBLIC WATER o °D : _ _ W -< ►•• PROPOSED SOIL a>:`_= := ::: '-=:- :_: PROPOSED W STOCK PILE AREA a d- ----- ----"_:t =-_::_:'- .WA RV/CE ::.......:. _=- : -35:5:=:.........:.t.::. _ L(41. -:.37.3'-::.::::_,:-= -' ''-= 2 -- :- 75' 1.. ►"r l ELEV. 41.5 MON. EL 38.2 CAR ::.. :: OL DR BROWN 0.8� GARAGE: DRY CELLAR ^ ::-::;:530 SF - DY LOAM ENT, o:;::;=:_GF(41.0 -N l'1/ELL� -----•- -- ) --- - 'CL 41.0 �_ ;. .,0':-:;:_ P POSED CONSTRUCTION BROWN 4'7'S 1.5) NTRANCE PROPOSED CONST N PARK G v EL SM LOAMY SAND 2.3 I I o S580O s/Lr F & STAGING AR U.P. ►� PALE 6'Sl �0E 9 0 -PROPpSED_ DRIVEWAY BROWN 39.2 ►may MEDIUM - _ F'i+ DWELLINGS SP COATO RSE LAND N/F x x o r SICT FENCE I ��y WIPU BOIC WATER OF PFQ Y -v ►-il SAND CAVANAGH & GRIEVE DWELLINGS �Ftic. DRY �DRY I (WELL C TE WASH OUT AREA SWELL 13.9 W/PUBLIC WATER y IN BED OF PROPOSED DRIVEWAY. H 150' ZONED AC o /,-CL NON—CONFORMING LOT O`9 40.1 NO WATER FRONT YARD SETBACK: 50'MIN EL 40.5 — 17' REAR YARD-SETBACK: 60'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL MON Ii NOV. 12, 2015 SIDE YARD SETBACK: 20'MIN (40-TOTAL) LOCAAONS SHOWN ARE FROM FIELD OBSERVATIONS :y K. WOYCHUK LS AND OR DATA OBTAINED FROM OTHERS EXISTING DRIVE-WAY p, AREA: 40,005.65 SQ.FT. or 0.92 ACRES ELEVATION DATUM: ___NAVD8S_ I DRAINAGE CALCULATIONS: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY/S A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN LLj ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION A) GROUND FLOOR=3,645 SOFT. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING/NST)IUlION, GUARANTEES ARE NOT TRANSFERABLE. to THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 2) 7 x 0x 5' D05.07< WELL( REQUIRED NOT INTENDED TO MONUMENT 77-IE PROPERTY LINES OR TO GU/DE THE EREC7701V OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS (2) 10 DIA x 5' DEEP DRYWELL= 684cf PROVIDED AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E14DENT ON THE PREMISES AT THE 77ME OF SURVEY B) DRIVEWAY=3,640 SO.FT. SURVEY OF: DESCRIBED PROPERTY ANTHONY COUTSOUROS; 3,64o x 0.166=604.24 < soSLf CERTIFIED T0: (2) 10'DIA x 5' DEEP DRYWELL= 684cf PROVIDED MAP OF: - FILED: O� �OR'�S ftoAD SITUATED AT: SOUTHOLD TOWN OF- SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design All P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 15-198 SCALE- 1 "=30' DATE: NOV. O9, 2015 " N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Moychuk I ,l , i S.C.T.M. NO. DISTRICT: 1000 SECTION: 55 BLOCK: I LOT(S):3.3 1V48054'10" OF /F 1 EL 39.1 E LWELUNGS KRUSZESKI W/PUBLIC WATER t 150' I EL 40.8 I 329, 29' , O MON. EL(41.5) _ N LAND N/F :-::- _ _ ___";_:59.0' °---:- . - EL(41.5) v EL 42.1 1 OF SIRACUSANO �. ;.:=:: _-_=_: _-_: ----- - :_-;:N S.r. 3-4 BEDROOM SYSTEM ICL 41.8 :,, FOUNDAT)! :9.0`. 1,000 GAL S.T. f2.3'- :-- N -N p 153.8 :::.;:;;::::::. LOCATION+ - :=----= (1) 8'DIAx12'DEEP L.P. ti `-:` ":TOPT F/g. DWELLING W/PUBLIC WATERco LX -= =--.37.1':: C) Qv� -- �7 EL(41.o) 37• • ; :::.:::=:::_; .... 73.4' 3 _ _ MON. EL 38.2 ------------- -------- --- -=- - GARAGE : I CELLARENT , ---_- '""'c " - : -. -CL 41.0 4.7S i .- o 41.5) w E�4�1'S U.P. T� {Y} �1 ° 6. 80 ps �j ° EL 39.2 ^ o Q � DWELLINGS LANDOF/F x — 1/ - �1 W/P150 UBUC WATER CAVANAGH & GRIEVE DWELLINGS �J W/PIC WATER UBL �4 Ch ZONED AC o NON—CONFORMING LOT 3Zz 09, O '3 CL 4 0.1 FRONT YARD SETBACK: 50'MIN EL 40.5 REAR YARD SETBACK: 60'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL'! MON SIDE YARD SETBACK: 20'MIN (40'TOTAL) LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS 'L; AND OR DATA OBTAINED FROM OTHERS EXISTING DRIVEWAY �W i AREA: 40,005.65 SQ.FT. or 0.92 ACRES ELEVATION DATUM: ___NAVD88--------------- I DRAINAGE CALCULATIONS: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA17ON OF SEC77ON 7209 OF 7HE NEW YORK STA 7E EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717U7ION to BLE. LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERAt\) GROUND FLOOR=3,645 SOFT. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 2) I x 0. 5* DEEP WELL( REQUIRED D [ECROVE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE£RECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS (2) 10'DIA x 5' DEEP DRYWELL= 684LPROWDEDAND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY g) DRIVEWAY=3,640 SO.FT.SURVEY OF: DESCRIBED PROPERTY ANTHONY COUTSOUROS; 3.s4o x 0.166=604.24 < Woscr CERTIFIED T0: i (2) 10'DIA x 5' DEEP DRYWELL= 684ED MAP OF: ELPIDA JOANIDOU; OCT 2 0 2016 FILED: FIDELITY NATIONAL TITLE INSURANCE CO.- �Ig _(IX SITUATED AT: SOUTHOLD OLD 1408 BUILDING DEPT. TOWN OF: SOUTHOLD _ KENNETH M WOYCHUK LAND SURVEYING, PLLC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, Neuf York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 15-198 SCALE: 1"=30' DATE: NOV. 09, 2015 N.Y.S. LISC, NO. 050882 maintaining the recordo of Robert J. Hennessy & Kenneth M. Foychuh RECEIVED+,1. .n S.C.T.M. NO. DISTRICT: 1000 SECTION: 55 BLOCK: 1 LOT(S):3.3 r t , 99 b®17 SUFF CO HEALTH SERVICES N48o54'10„E LAN OF/F *%xF10E®F MII�STEWgTER T. EL 39.1 KRUSZESKI W I EL 40.8 329.29 I E ' 0L.P. GAS 0.5' MON. EL 41.0 :.-..I • 0 3 LAND N/F ::ss.o ::.::.:.•.....- 18'5' 3-4 BEDROOM SYSTEM EL 42.1 I OF n: :::'::.: '.•::•:•:• ::•::::: :•• EL 40.6 1.000 GAL S.T. SIRACUSANO ':;' :• ' ;:. .:.::••:.:.•.;::.;';::; .•:•.:.•:::o S a (1) 8'DIAx12'DEEP L.P. /CL 41.8 153.8' :•::12.3^•::•:::;:;: -1. STORY FRhf':' :::;: 20.5' 33.5' O ::•'DWELLING= ..... ..:EFL 42.9•:;'•::.. :..•1.0' - o o Y E S�O�E R0 Z ROOF OVER Bpi E )-A A Z : EL 40.6 PATIO o.•: ?•;:.'.:•::':•':'••'•':'':`:':`''::':•:: "r yj ® ui a MON. EL 38.2 73',:::::; :•:::: 73.4' �y 1 \ m EGRESS :::::::GF 415 ::;.•:':o S 6 E R WINDOW CELLAR ENT oi;'::::.•:;.';i:':•:•':::.:::. LU �Ewa a® g LU CL 41.0 LU E I ' 376 I 0 W® � ® m 0 4.7'8 ® w LU s o I O S ji EL 41.3 EL 41.0 U.P. I13 � °� E 0Q a LLJm s' k90f Q .10 ' STONE DRIVEWAYWATLIq SERVICE ° f n n.0 4"� �..J Qom, v) Nim W m W LAND N/F x � S CAVANAGH & GRIEVEU► 9 Gb 6c� ii '� Q- R E i Fes{ C; gt° C, rn CJ W O CO) CL 32'2 Q9 1 CL 40.1 �i tA c EL 40.5 3 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL MON �2 REVISED SANITARY LOC. 09-27-17 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FINAL SURVEY 07-20-17 AND OR DATA OBTAINED FROM OTHERSS, EXIS77NG D �ZS FOUNDATION LOC. 10-18-16 DRIVEWAY AREA: 40,005.65 SQ.FT. or 0.92 ACRES ELEVA77ON DATUM: NAVD88 ' UNAUTHORIZED ALTERA770N OR ADD177ON TO THIS SURVEY IS A WOLA770M OF SEC77ON 7209 OF THE NEW YORK STATE EDUCAAON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 'ltj ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEE'S ARE NOT TRANSFERABLE. THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES ADDITIONAL S7RUC77JRES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE SIRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY n SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ANTHONY COUTSOUROS; MAP OR ELPIDA JOANIDOU; FILED: FIDELITY NATIONAL TITLE INSURANCE CO.• N0$TS $DAD SITUATED OLD AT. SOUTHOLD OCT 2 3 2017 Tom OF- SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design BUILDING �+�';1°• 4, P.O. Hoa 153 Aquebogue, New York 11931 TOWN OF SOUTHOLD PHONE (831)298-1588 Fax (631) 298-1588 FFILE5-198 SCALE: 1 =30 DATE:NOV. 09, 2015 N.YS. LISC. NO. 050882 mainwnmi the records of Robert J. HenneW&Kenneth u.Toyahuk pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q a �yCOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 29, 2017 Anthony Courtsouros 155 Lighthouse Road Southold, New York 11971 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 40477-Z New Dwelling l TOWN OF SOUTHOLD PROPERTY RECORD CAR® OWNER STREET J1 � VILLAGE, DIST. SUB. LOT f � ::'`fit": F' i tJ 1 i .�t' �l z�a�r5'.�• �d L2 e> c�`� s FORMER OWNER ve p N ~— 11 E f ACR.p C c^� C�� ....:.1- ,1•�--J�`- - �I t',!/��`Vr��t'c�� '`� /.fid S W - r TYPE OF BUILDING . v ,ES. SEAS. VL.` !/� FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS . `5'd A, 4 v- '2-1,7 2r S ,7 �C-�°s2 frlfv/�s' /}�° CCa�i,12 tl © �r x �. '' 9� �,z.Z, Z&S0®a�-d°��4s' -S"� ,/9�e'��ytis-T. 5a- l; (/A ai✓o r -Ilable FRONTAGE ON WATER foodland FRONTAGE ON ROAD ,eadowl,and DEPTH Ouse Plot BULKHEAD )tal REScheck Software Version 4.6.3 Compliance Certificate Project Proposed New Coutsouros Residence Energy Code: 2015 IECC D Location: Southold, New York D Construction Type: Single-family Project Type: New Construction NOV 2 8 2016 Orientation: Unspecified Conditioned Floor Area: 2,910 ft2 Glazing Area 17% IBUMDING DEM Climate Zone: 4 (5572 HDD) TOWNOFSOIMOLD Permit Date- Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 Lighthouse Road Anthony Coutsouros Joseph L. Mile Southold, NY 11971 1125 Tucker Lane Architect Southold, NY 11971 84 Vidoni Drive Mount Sinai, NY 11766 631-473-5410 jmile@optonline.net Compliance: 8.5%Better Than Code Maximum UA: 540 Your UA: 494 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies 4�ross Area Cavity Cont. Perimeter Wall 1:Wood Frame, 16" D.C. 2,550 19.0 0.0 0.060 122 Orientation: Unspecified Window 1 (DH):Wood Frame:Double Pane with Low-E 328 0.290 95 SHGC: 0.28 Orientation: Unspecified Window 2 (AWN):Wood Frame.Double Pane with Low-E 40 0.280 11 SHGC: 0.28 Orientation: Unspecified Window 3 (GL);Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.300 2 SHGC- 0.26 Orientation: Unspecified Window 4(DHP): Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC: 0.28 Orientation: Unspecified Window 5 (TWT):Wood Frame:Double Pane with Low-E 69 0.260 18 SHGC: 0.28 Orientation: Unspecified Door 1: Solid 21 0.350 7 Orientation: Unspecified Door 2: Glass 40 0.320 13 SHGC: 0.23 Orientation: Unspecified Project Title: Proposed New Coutsouros Residence Report date: _ 11/20/16 Data filename: M:\ACAD_ProjectsVLM_Architect\Coutsouros_Res\Coutsouros_Res-Revl.rck Page 1 of10 Gross Area Cavity Cont. Perimeter Wall 2:Wood Frame, 16" o.c. 365 19.0 0.0 0.060 22 Orientation: Unspecified Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,910 30.0 0.0 0.033 96 Ceiling 1: Flat Ceiling or Scissor Truss 2,910 30.0 0.0 0.035 102 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 gilding has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requi m is listed in the REScheck Inspection Checklist. Name-Title Signatuke Date Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_Projects�LM_Architect\Coutsouros_Res\Coutsouros_Res-Revl.rck Page 2 of10 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified Pre-Inspection/Plan Review Complies? Comments/Assumptions &'R'eq.ID tr,- Value Value 103.1, ,Construction drawings and _ _ ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ;❑Does Not [PR1]1 :energy code compliance for the i 0 ,building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable ; ,construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for - ; [PR3]1 ;lighting and mechanical systems. ,, ., ❑Not Observable Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302:1;:- 3 Heating and cooling equipment is; Heating: ; Heating: ;❑Complies l Requirement will be met. 403;7' .`;', sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2-]?:, 'on loads calculated per ACCA Cooling: Cooling:' Manual J or other methods g' g: ❑Not Observable approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_Projects�LM_Architect\Coutsouros_Res\Coutsouros_Res-Revl.rck Page 3 of10 i Section # Foundation Inspection Complies? Comments/Assumptions & Req'.ID ' 303.2.1 {A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F01112 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. :❑Not Applicable 403.9, Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [F03. installed. ;❑Does Not ,❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_Projects�LM_Architect\Coutsouros_Res\Coutsouros_Res-Revl.rck Page 4 of10 Section Plans Verified Field Verified # Framing/_Rough-in Inspection = Complies? ` Comments/Assumptions &'Req.l® Value Value , 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values [FRl]1 I'❑Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average).- ❑ oes DNot ;table for values. I I iI 402.3.3, 402.3.6, ; ❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 I I I I 1 I I I I I I I I I 303.1.3 ;U-factors of fenestration products .` ❑Complies !Requirement will be met. [FR4]1 dare determined in accordance ';',.'c' F ' ❑Does Not ,with the NFRC test procedure or ,---> CQ) ::taken from the default table. ❑Not Observable`•;' " - ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's z .. ❑Does Not i i nstructions. , ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting *`.. :' ) AAMA/WDMA/CSA 101/1.5.2/A440 •,<`- ❑Does Not COO ;or has infiltration rates per NFRC _ ❑Not Observable : 1400 that do not exceed code r{':.',Y4, - s ❑Not Applicable ; ,limits. - ; 402:4:5,; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3,1 Low Impact(Tier 3) Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_ProjectsVLM_Architect\Coutsouros_Res\Coutsouros_Res-Revl.rck Page 6 of10 °Section plans Verified Field Verified LL #: Insulation-Inspection Value =Value Complies? Comments/Assumptions 303.1-. " All installed insulation is labeled L'. ❑Complies ;Requirement will be met. [IN13]? ` or the installed R-values ❑Does Not provided. ❑Not Observable ' ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ',❑ Wood ;❑Does Not table for values. [IN111 ;❑ Steel ;❑ Steel UNot Observable j ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 [manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the U 'underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable ,contact with the top side of ._\ ' ,sheathing,or continuous :insulation is installed on the J ; ;underside of floor framing and - extends from the bottom to the ,top of all perimeter floor framing ,members. 402.1°1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402 2.6 ;wall insulation on the wall i E] Mass El Mass UNot Observable [IN3]1 ;exterior,the exterior insulation ; ~ :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ,Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. y` - ❑Does Not „ } ` ❑Not Observable y ❑Not Applicable ; 1 - Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_Projects�LM_Architect\Coutsouros_Res\Coutsouros_Res-Revl.rck Page 7 of 10 Section 'Plans Verified Field Verified ,,#„ Final lnspeetion-Provisions Complies? Comments/Assumptions & Req.16" - - Value ° Value ° 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;ElWood ;❑ Wood ;❑Does Not table for values 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable ; 402.2.6 [Fill' ;❑Not Applicable t 1 t 1 1 1 t t 1 I 1 1 303.1.1.1,tCeiling insulation installed per ' . ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. (,' .' b ❑Does Not [FI2]1 Blown insulation marked every ` •, _,''2 300 ftz. ❑Not Observable I.'-:" ❑Not Applicable 4022.3}; ;Vented attics with air permeable _` -I❑Complies ;Requirement will be met. jFI22j?,',;Z;insulation include baffle adjacent _ _ ❑Does Not , to soffit and eave vents that E ❑Not Observable ; extends over insulation. ,3❑Not Applicable ; 402.2°4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the :❑Does Not 1 1 ladjacent assembly. ;❑Not Observable ; ;❑Not Applicable 402.4.1.2 ;.Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ; ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not :<=3 cfm/100 ft2 without air ;handler @ 25 Pa.For rough-in ; ❑Not Observable tests,verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ftz ft2 UDoes Not ;either: Rough-in test:Total ; ;leakage measured with a UNot Observable pressure differential of 0.1 inch ;❑Not Applicable ; ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of 1 1 ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ;w.g. across the entire system ,including the manufacturer's air handler enclosure. ; 403.3.2.1 ;Air handler leakage designated ,' , f1complies :Requirement will be met. [FI24]1 :by manufacturer at<=2%of Does Not ;design airflow. '' ❑Not Observable _ J❑Not Applicable 403.'1 1 r, {Programmable thermostats _ s❑Complies ;Requirement will be met. [FI9]2 ':. .;3 installed for control of primary ❑Does Not cheating and cooling systems and initially set by manufacturer to " ❑Not Observable ; code specifications. _�❑Not Applicable ; 403.1.2=?•;•Heat pump thermostat installed {❑Complies ;Exception: Requirement is [FITO]?.'_. `j on heat pumps. S❑Does Not not applicable. ❑Not Observable ; + ; 1ElNot Applicable ; ,443:5:1 b''`'Circulating service hot water _ ❑Complies ;Requirement will be met. [FI11]zsystems have automatic or ❑Does Not ;accessible manual controls. - - ❑Not Observable ; '.I❑Not Applicable 1 fHigh Impact(Tier 1) 2'_ Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_ProjectsULM_Architect\Coutsouros_Res\Coutsouros_Res-Revl.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions, Value Value Complies? -Comments/Assumptions & Req.ID 403.6.1 ,,,,JAII mechanical ventilation system J❑Complies ;Requirement will be met. [F125j2':`'`ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy = and air flow limits. I []Not Observable j I ❑Not Applicable , 403:2•-:,_' Hot water boilers supplying heat i❑Complies ;Requirement will be met. [F126]2 =through one-or two-pipe heating -❑Does Not ,systems have outdoor setback control to lower boiler water 1EINot Observable 'itemperature based on outdoor ❑Not Applicable ; temperature. ; 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2:Y;,(have a circulation pump.The ❑Does Not system return pipe is a dedicated . return pipe or a cold water supply ❑Not Observable " j pipe.Gravity and thermos- _ ❑Not Applicable ; #syphon circulation systems are .,not present. Controls for circulating hot water system pumps start the pump with signal 'for hot water demand within the occupancy.Controls " • `. ;•;automatically turn off the pump ' 1when water is in circulation loop is at set-point temperature and `.�no demand for hot water exists. ; 403.5.1:2 :Electric heat trace systems : ❑Complies :Exception: Requirement is [FI29]2,', comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable ,i heat tracing to maintain the ,❑Not Applicable ; desired water temperature in the piping. 403.5.2 ;Water distribution systems that ❑Complies ;Exception: Requirement is [FI30]2 shave recirculation pumps that ❑Does Not ;not applicable. pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable :water supply pipe have a jdemand recirculation water ; _ _.system. Pumps have controls „Ithat manage operation of the ; pump and limit the temperature of the water entering the cold water piping to 104°F. 403.5,4 „_y Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31] nested in accordance with CSA ❑Does Not not applicable. ,B55.1. Potable water-side j )pressure loss of drain water heat ❑Not Observable ,y recovery units<3 psi for ❑Not Applicable ; I individual units connected to one s or two showers.Potable water- iside pressure loss of drain water ;heat recovery units<2 psi for ; ;individual units connected to `s three or more showers. 404.1 ;75%of lamps in permanent ❑Complies ;Requirement will be met. (FI6]1 ;fixtures or 75%of permanent ;' ❑Does Not 'fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable ; 404:1;1',;k;Fuel gas lighting systems have ❑Complies :Requirement will be met. no continuous pilot light. ❑Does Not U ; - ❑Not Observable "j ❑Not Applicable ; 11 High Impact(Tier 1) 1-2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_Projects�LM_Architect\Coutsouros_Res\Coutsouros Res-Revl.rck Page 9 of10 Section Plans Verified Field Verified Final Inspection Provisions " Value Value Complies? Comments/Assumptions &_Req.I D, _ 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [F17]2" - ❑Does Not ~ , ❑Not Observable y ❑Not Applicable 303.3'x.."';Manufacturer manuals for ❑Complies ;Requirement will be met. [F,118]3 _E mechanical and water heating ;`j❑Does Not _ :systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: n 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed New Coutsouros Residence Report date: 11/20/16 Data filename: M:\ACAD_ProjectsuLM Architect\Coutsouros Res\Coutsouros_Res-Revl.rck Page 10 of10 C2015 IECC Energy �J( Efficiency ii Insulation, • Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating • Window 0.29 0.28 Door 0.32 0.23 Heating,&Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN TYPICAL ROOFING ITEM IN ANY A G�Ni� L NOTES BEARING T E SEAI �M SEAL OF AN FIBERGLASS/ASPHALT ARCHITECT IS ALTERED, THE Ary �� Q ( I�OTEp C ` - - 0�= ARCHITECTURAL ROOF SHINGLES ALTERING ARCHITECT SHALL AFFIX �" t� 4='.,1,, '` ` .` ; '., ' j��(`�f C;Q��j COLOR AS SELECTED BY OWNER TO HIS/HER ITEM THE SEAL AND I. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING fi DEPARTMENT AND THE RESIDENTIAL CODE OF NEW YORK STATE. THE NOTATION "ALTERED BY" DATE'S B.r.# d 7/ 1tr RtQLJiRE'�1,, A'"" "'ON !TIONS OF FOLLOWED BY HIS/HER SIGNATURE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC FE BY. -;.i I v,r;�C , OCCUPANCY, INSPECTION APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES DESCRIPTION OF THE ALTERATION. HAVING JURISDICTION THEREOF. ALTERED BY: NOTIFY BUILDING DEPARTMENT P, ., 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE C CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE DATE: 765-1802 8 AM TO 4 PM FOR THE - �-�----- f` " `r `'`'�'I FOLLOWING INSPECTIONS: ms-� �� ' ,"'�,�;��1J I y�., AND/OR LOCAL CODES. SIGNATURE: ---------- - 12'x 18' GABLE VENT 4. CDNTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, DESCRIPTION OF ALTERATION: 1. FOUNDATION -CONCRETE REQUIRED I r (TYP. OF 4) WORKMAN'S COMPENSATION, COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE FOR POURED CONCRETE - - - --- ' " ' 12 2. ROUGH - FRAMING & Fi.UMBING PURPOSES OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING 3. �Dp 4. FINALAT00'STRUCTION MUST ��U��C� WITH WORK. On n' 8 5. U'. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION BE COMPLETE FOR C.O. USE IS UNLAWFUL T7PE AND ALL SHALL BE INTERCONNECTED AND DIRECTLY CONNECTED TO A LIGHTING ALL CONSTRUCTION SHALL MEET THE lJ 12 12 CIRCUIT WITH NO INTERVENING SWITCH. INSTALL SMOKE DETECTORS AND CARBON REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICATE I")NOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND LOCAL GODE YORK STATE. NOT RESPONSIBLE FOR �8 �8 TYPICAL I'x3' REQUIREMENTS. (�'(� DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANC OVER I'x8' RAKE BD. - WRAP W/ WHITE ALUM. 6. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 7. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE REV: WA . I'x4' FRIEZE BD. RESIDENTIAL CODE OF NEW YORK STATE AND SHALL ALSO CONFORM WITH GENERALLY RETAIN NT TO WATER RUNOFF ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, CORROSION TRUSS PLACARDING REQUIRED PURSUANT TO CHAPTER 236 A51 (FIXED) A51 (FIXED) OF THE TOWN CODE. I"x8" ALUM. RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES GLAD FASCIA BD. REGOGNIZE7� UNDER THOSE STANDARDS. (TYPICAL) 8. D6GREPANGIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH FRAMING UNTIL SURVEY NOT PROCEED WITH - ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON FR TfIE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. OF FOUNDATION LOCATION 0 0 0 0 0 ❑ 0 0 9. AIIY DEVIATIONS FROM THE ARCHITECTS DRAWINGS MUST BE SUBMITTED TO THE HAS BEEN APPROVED. ,�..� �--�,��°��,:�, O.H.., - O.H. AI;CHITEGT IN WRITING FOR APPROVAL. -- 4' VINYL POST 10. TILE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRAN5PORTATION'S, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER EXECUTION OF n TfIEIR WORK. PLUMBER CERTIFICATION IIL�-�JI VINYL SIDING 11. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS ON LEAD CONTENT BEFORE PLUMBING STYLE E COLOR AS FOR THEIR WORK WHICH MAY BE REQUIRED. CERTIFICATE OF OCCUPANCY ALL PLUMBING WASTE SELECTED BY OWNER 12. E,GH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SOLDER USED IN WATER TESTING BEFORE COVERING &WATER LINES NEED ' ' SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND - flLj OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. SUPPLY S 1 D O`�y �-E 13. ThE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE y, D� PHYSICAL E��EE CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED ON THE SLRVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME 15 ADDRESSED AND Iio";I"�I�Jhc tP.!�t��:rn( AI��rct�t�:�E,a RESOLVED. I%? '�rL' I I 36' (H) PVC RAILING I 14. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT Z SQUARE A5 INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE (.111 1 I I W/ BOTTOM RAIL WHICH FIBERGLASS COLUMNS I ANCHITECT IN WRITING. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND CONTINUE (] a lckfill,`�;;;.;.vv i,� �n�ll�acr's ailed to CO d ( DOES NOT ALLOW THE AS MFR. IBY HBEG I WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING J kh"*t fi �fJr�ine his been installed to Cad^� PASSAGE OF A SPHERE 6' IN DIA. Tf�EREFROM. 0 IN ACCORDANCE W/ R312.2 OF RGNYS LH 15. Al THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND T_ E)CESS MATERIALS. THE FACILITY 15 TO BE LEFT BROOM GLEAN AND WORK IS TO BE \ O I I I I CCMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL �f I I I I PF„'MENT. ZLf) I I I I 16. TfIE- CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING F_ - - - -I STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE B(ISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO 'THE EXISTING L - - - - - - - - - - - J L - - - - - -� STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO HE: SATISFACTION OF THE ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE ((� CONTRACTOR. 17. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE O OFRNT I \ / TI OI IREQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ITS REFERENCED _L �/ I STANDARD NFPA70 ALL ELECTRICAL WORK SHALL BE UNDERWRITER AIPPROVED AND Lu n/ INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. Z / SCALE: 114"= I'-O" 18. AL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND Q LOCAL CODES. MATERIALS FOR WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL W , ^ COMPLY WITH TABLES P2904A.1, P2904.5, P2904.6 AND MATERIALS FOR DRAINS, WASTE M U , AAD VENTS SHALL COMPLY WITH TABLES P3002.1 AND P3111.5 OF THE RESIDENTIAL O '' I CODE OF NEW YORK STATE O > ST. STL. 19. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED LY CHIMNEY GAP 137 SUFFOLK COUNTY HEALTH DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL CL A OTHER AGENCIES HAVING JURISDIGTION. 20. Al)-'GUTTERS TO BE SEAMLESS ALUMINUM WITH BAKED ENAMEL FINISH. O 21. ii,.TALL PRE-FAB FLUES IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE , ^ P`31DENTIAL CODE OF NEW YORK STATE AND LOCAL CODES. MAINTAIN MINIMUM CLEARANCES TO FRAME CONSTRUCTION AS PER MANUFACTURERS SPECIFICATIONS. 22. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY � U-I KIND, AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION CONFORMING WITH THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION ►SANS METHODS TECHNIQUES O O 51 MENCE5 OR PROCEDURES. OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 12 C�ONNEGTION WITH THE WORK THERE ARE NO WARRANTIES NOR ANY MERCHANTABILITY 8� OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS l 1 �J 0 J 12 12 M -I-B WOOD FRAMING NOTES N- I. FOR REQUIRED WOOD FRAME NAILING SCHEDULE SEE SHEET A7. H 2. FRAMING LUMBER SHALL BE HEM-FIR 01 STRESS RATED 950 POUNDS PER SQUARE INCH til A51 (FIXED) A51 (FIXED) MINIMUM FOR BENDING (Fb) FOR SINGLE MEMBER USE AND 150 POUNDS PER SQUARE IN er MINIMUM FOR SHEAR EA AND HAVING A MODULUS OF ELASTICITY OF 1,500.000, VALUES ARE FOR SURFACED DRY LUMBER ONLY USED AT I % MOISTURE CONTENT, N 3. ALL PLYWOOD SHEATHING SHALL BE A.P.A. GRADE STAMPED FOR SPECIFIED SPAN, MADE WITH EXTERIOR GLUE AND SHALL BE TO THE FOLLOWING THICKNESSES: N 0 0 0 D D D D •cu T_ o O.H. B. WALL SHEATHING (1/2" - APA RATED EXTERIOR SHEATHING) N Q O G. ROOF SHEATHING (1/2" - APA RATED EXTERIOR SHEATHING) 'O r-- 4. DOJBLE ALL FRAMING UNDER PARTITIONS PARALLEL TO FRAMING AND AROUND ALL LJ LLJi LL-1 I4-J SKYLIGHT, STAIRS, ATTIC ACCESS OPENINGS AND CRAWL SPACE OPENINGS. 5. ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE WIDE SII H �cd FATE OF ANY MEMBER GREATER THAN I/2 TIMES THE WIDE FACE. O 00 6. PROVIDE SOLID BRIDGING AT 8'-0' O.G. MAXIMUM OF ALL SPANS OVER 8'-0' IN LENGTH. 7. ALL WINDOWS AND DOOR OPENINGS SHALL HAVE TWO (2) 2'x8' HEADERS ABOVE UNLESS NOTED OTHERWISE. GRADE - - - 8. PROVIDE STRUCTURAL METAL CONNECTORS BY 'SIMPSON STRONG-TIE GO., INC." AT ALL I I III I I I I III I I I I III I I II L__J I L__J II I 11 L__J I LJ II I 11 L__J I LJ 11 I - FLUSH CONNECTIONS OF STRUCTURAL MEMBERS. (GALVANIZED AT EXTERIOR). LL----1-----'JI I ------ ------------__J L___---------J I I I L------------J I I- - - - - - I 9. PROVIDE ALL NECESSARY TEMPORARY SUPPORTS AND BRACING AS MAY BE REQUIRED PRIOR TO THE INSTALLATION OF NEW STRUCTURAL ELEMENTS. 5FEAL r _ _ _ _ -i I - - - - J 10. MEMBERS DESIGNATED AS 'MICRO-LAM" (M.L) SHALL BE MANUFACTURED IN ACCORDANCE PVG WINDOW WELL I I _ _ _ _ -I I WITH SPECIFICATIONS BY 'TRUSS J015T '. NO SUBSTITUTIONS SHALL BE PERMITTED (TYPICAL OF 4) I I I L - - - - I I WITHOUT THE ARCHITECTS WRITTEN APPROVAL. ALL BUILT-UP LVL GIRDERS AND �D AF?CT i I L - - - - -1 I HEADERS SHALL BE NAILED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S NAILING .Gs QH L ,� ' SPECIFICATIONS. DESIGN STRESSES ARE AS FOLLOWS: Fb= 2,600 PSI, E = 1,900,000 PSI ' ' �0 - - - - -� 11. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION. 4' - - - - - -I 12. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH .� • L - - - - - - - - - - J L - - - - - - - -I - - J - - - - - - - - - -I ANDA STANDARDS. 0,87"1 ��- 13. 4'x4' POST E 4'x6" POST SHALL MEAN 3-2'x4" E 3-2'x6' RESPECTIVELY. r ya ` 0[^ �ks 14. ALL EXTERIOR WALLS E ALL INTERIOR BEARING WALLS TO RECEIVE 'GATS' MID-SPAN. BY ALL HEADERS IN 4' WALLS TO BE SUPPORTED ON 2-2'x4" STUDS AND ALL HEADERS IN 6" 15. REAR E I ON WALLS TO BE SUPPORTED ON 2-2'x6' STUDS UNLESS OTHERWISE NOTED. D/1Trz 9AI/15 16. SOLID BLOCKING 15 TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL STRUCTURAL SCALE: I/4"= 1'-0' POSTS WHERE LOADS ARE TO BE TRANSFERED TO HEADERS, BEAMS, OR OTHER MEMBERS BELOW. 0 OF 7 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ALTERED BY: b1 Z DATE: fV SIGNATURE: 12 DESCRIPTION OF ALTERATION: 8 REV: Li - Ll III III Z I II L__J I L__J II I I ------------- � I I I L--------- - I II L - -1 II I I I I� X11 I i J I I I III 2852 III I I III i II I I � � LLI i i I O L - - - - - - L- - - - - - - - - - - - - - - - - - -I n V L O Rl (5HT SIDE ELEVATION Lu Z fy - SCALE 114'= 1'-0" CL LH CL O 06 LA Lu O O V ~ J 12 L() �8 N +-j u Q; Q M 0 F� O D D D D D D D D F-� •• P o� da� ::11:1017 0 =DE10 E10F °O SEAL I I i t III I Z I I p,ED ARC \\ I I I I 36" (H) PVC RAILING - -� �a�4 I� I I \ I I W/ BOTTOM RAIL WHICH _ 5 111 2852 III I I I \ I I I DOES NOT ALLOW THE So III III I I \ II I I PASSAGE OF A SPHERE 6' IN DIA. IN ACCORDANCE W/ R312.2 OF RGNYS 028 - - - - IJ- - -� - - - - ,--t - - - - L, 1 - - - - - - -T- OF - - - - - � - - BY: .LNI DATe I/15 LEFT S I DE ELEVATION SCALE: I/4"= 1'-0" Q OF 7 WARNING: IT IS A VIOLATION OF THE 94-6" LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN 25-e ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND G 24-4" 1-8" 4-2" A 7'-Io- 1-4" 17'-8" THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH A5 A5 ALTERATION, AND A SPECIFIC DHP410310 TW2032 TW3046 TW3046 24461^13020 DESCRIPTION OF THE ALTERATION. ALTERED BY: - — 3 - 5 - 2 x b" 3 - 2 x 8" 3 - 2 x 8" " - ---- DATE: I� �77 6' I 5..v TUB c 12'-6' 12'-2' p 2'-0� FF,9' : 5'-O' 2'-0" 12'-0" 6� SIGNATURE: }� DESCRIPTION OF ALTERATION: In �+ CL. I 5056 /�F� C L. <�' �.FJ °� II GL. sHwR. BATH r v b (HERS) b, M. BATH CT iN N ►��p ,, II F_ � BE R OM ° ° '6 L.0. �o ED OOM - N O`t - -- II ; I � (9'-0' CLG.\HGT.) GFS 1 �O x (�� G. HGT.) I p -- 6d m 3 3 3 I I � � � ° N � ,- H N -1SD REVO In 'DI N lilP m MSTR. B DROOM / 22'x30' '� �� 606b SL R. 2668 2668 �SD� ATTIC ACCESS 1 N Fqp 3- I (VAULT GLG.) _ / -� -(�} -- \�OSD In �1 /, ---- 2268 a CL. 4 CL. CL. 4 �F o co 6068 SLDR. COVE) 0 b :ENTRY ° DN N b x II W.I .CL. , II II , W.1 CL. --�` 3068 x 4R x N I (HERS) II I � (H I S) � / - - O FOYEROr II D 2068 / CL. 3 - 13ia x 20• FLUSH M.L. HDR. 3 - 2' x 10" HDR db IN" 4-Vx6"m G 0 POST U 4-2'xbPOST A5 N - �-- 2'-8' b' -�-/' 21'-2' \\- /' `\ /' 24-6 `\ O N 10 N Z le I Q N 33 m I.- ~ m "ZERO" CLEARANCE 0 / / DIRECT VENT GAS FIREPLACE AS SELECTED BY OWNER (SEE PLAN NOTE 3) m/ 3 3 O I I-_~ z In 4 GREAT ROOM _ Np DINING ROOM 6F1 NL 'D 'D U- I (15'-0" GLG. HGT.) (13'-O• GLG. HGT.) to I ' \ NIt ` x I—N N H /n Ulm V 1 in N ID b F_ Nx \ / �~ 8 Z O •4 3 Lu X \ ,/ \ m 3 N I \` POST " \� �F 4-2 A5 �U,^J1 O " " - x6 • 3 - 112" x 10" 3 - 15/4'— — __ - - - - TWT2615 TWT2615 -------------------------- 3 - 2" x 8" n/ TW2646 TW2646 __ hh — - MUD ROOM 71' 5R zo ELECTRICAL LEGEND CL_--------- - -- � \ b T4' 24'-b' °°° ---== 6 3-6 - 4-6 , 23-6 6 _i S3 THREE - WAY SWITCH In , -- - 0N In, fy lo co N U 0 / xi i —_-_ I I __J �\ __J I �� S SINGLE POLE SWITCH _ ----------------- ---- i V co Q O N S DIMMING SWITCH IY b P 33 b NII BKEST. AREA ,� N 3 n ua PATIO �- x - SUNROOM I I KITCHEN / I ° DUPLEX RECEPTACLE, 120V, 20A \ m (V (9'-0GLC. HGT) ml I � (9'-O" GLC. HGTJ � mi "GFT DUPLEX RECEPTACLE, 120V, 2OA; WITH GROUND FAULT INDICATOR \ r N 4-2"x6" ` -2"x6" I— O o — ——— — — —R— POST TWO - ' R GA. 'AGE OST " (?2' " " CT ■ " GT GT GT REF CL' \ CWP INDICATES RECEPTACLE, PROOF 20A; SUBLETTER "WP" 10 3 - 92' x 10 3 - �2 x 10 3 - L12 x 10 GF1 6F� GF 3 " ' 4 J _ 3 � jl is x 16 M.L. HDR. � � �\ LIGHT FIXTURE (AS SELECTED BY OWNER) TNT2615 TWT2615 TWT2615 TWT2615 TWT2615 TWT 615 N 1 O I / I }� _ TW2646 TW2646 TW2646 TW2646 TW 6210 TW2 21 O DN \` b - - OSD SMOKE DE I GTOR 6 D A 12R I / I (LINE VOLTAGE CONNECT TO HOUSE WIRING) v co IDCMID LINVOLTAGE CONNBON MONOXIDE ECT TO HOUSE WIRING)) c0 �t b 1 0 DN 14R�+9 I W Z22Vx54' ATT'G AIR--N m [� 14DOUBLE ALL H DERS C,F, AND TRIMMERS ROUND b ABBREVIATIONS - V .4 Lo D (N) ROUGH OP'G: In N �1 � � O 3 - 2" x 8" 17/0 x 7/6 O.H. DOOR A.F.F- ABOVE FINISHED INT= INTERIOR � .� V FLOOR MIN= MINIMUM O d- a) ALT= ALTERNATE NTS= NOT TO SCALE �i U rd -, TW2646 3 - 2" x 8" &.� 3 - 13i4" x I I�i8" M.L. HDR. BD= BOARD #= POUND OIR NUMBER C� � VENT DRYER 69 $ CJ= CEILING JOIST OG= ON CENTER J H TO EXTERIOR GLG= CEILING OH- OVERHANG 00 A5 COL= COLUMN OPG= OPENIING 0 4'-' 4'-0' 10'-10' 5'-0' 6'-0' DR= DOOR PL= PLATE 11 EXT= EXTERIOR P.T.- PRESSURE TREATED FAI= FRESH AIR INLET RR- ROOF RAFTER FJ-- FLOOR JOIST SD= SMOKE DETECTOR 17-5 " 19'-10 ' 36-0• FND= FOUNDATION SR= SHEETROGK F.P.5.G: FIRE PROOF TEMP= TEMPERED SELF CLOSING TOS= TOP OF SLAB 12'-4' 8'-10' 75-4' FT= FOOT OR FEET OR SUIBFLOORING SEAL FTG= FOOTING T.O.WL= TOP OF WALL GL= GLASS TYP= TYPICAL 94-6" GDR= GIRDER W/= WITH ''�0 ARCS/�. Y GADSUM W/O= WITHOUT �� QH L HF �19j� Fpl WD= WOOD HT= HEIGHT S �p5 F AH HDR= HEADER WWMWWELDED WIRE MESH ' FIRST FLOOR PLAN SCALE 114'= 1'-0" 02 81 1 PLAN NOTES: 1. ALL EXTERIOR WINDOWS :SHALL BE MANUFACTURED BY ANDERSEN, 400 SERIES, AS SPECIFIED ON PLANS. ARCHITECTS STATEMENT ��I ��I �� I N�ORMAT I ON DRAW BY-. .LM GLAZING SHALL BE ADVAkNGED LOW-E INSULATED WITH GRILLES BETWEEN THE GLASS. PROVIDE STANDARD INSECT SCREENS FOR ALL OPERABLE WINDOWS. PROVIDE STANDARD WINDOW HARDWARE - THESE DRAWINGS, CREATED SPECIFICALLY FOR THIS PROJECT BY SITE SQ. FT. = 42,275 S.F. DATE: 12/11/15 COLOR AS SELECTED BY OWNER. THE ARCHITECT, BEING INSTRUMENTS OF SERVICE, ARE THE PROPERTY 2. WINDOW UNITS SPECIFIED THUS (*) SATISFY THE REQUIREMENTS OF SECTION R510 (EMERGENCY ESCAPE OF THE ARCHITECT. THEY MAY NOT BE REPRODUCED WITHOUT THE BUILDING SQ. FT. AND RESCUE OPENINGS) OF THE RESIDENTIAL CODE OF NEW YORK STATE. THESE UNITS MEET OR EXCEED EXPRESS WRITTEN PERMISSION OF THE ARCHITECT, NOR MAY THEY A NET CLEAR OPENING OIF 5.7 S.F. 5.0 5.F. @ GRADE), A MIN. CLEAR OPENING HEIGHT OF 24-INCHES AND BE USED FOR THE CONSTRUCTION OF ANY PROJECT OTHER THAN Ist FLOOR = 2,910 S.F. A MIN. CLEAR OPENING WIDTH OF 20-INCHES. THAT NAMED IN THE TITLE BLOCKS OF THE DRAWINGS. GARAGE = 530 S.F. Q 3. INSTALL PRE-FAB FLUES IN STRIGT ACCORDANCE WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE TOTAL = 3,440 S.F. OF NEW YORK STATE AND LOCAL CODES. MAINTAIN MINIMUM CLEARANCES TO FRAME CONSTRUCTION AS PER MANUFACTURERS SPECIFICATIONS. OF 7 WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS , ALTERING ARCHITECTALTEREDSHALLTHE AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH DESCRIPTION OF THE ALTERATION. ALTERATION, AND A SPECIFIC ALTERED BY: "5TAK-WELL" OR "5GAPEWEL" DATE: G WINDOW WELL SYSTEM AS MFR. BY BILGO COMPANY A SIGNATURE: A5 OR APPROVED EQUAL DETAIL-F (SEE DETAIL-B/A7) A5 DESCRIPTION OF ALTERATION, SHEET-Ab TW210410 — — 3216 — 9 ° In I- I ISI m I I a I REV. 13'-3' I BEAM BEAM ( I POCKET POCKET (V m 2 - 13/a" x II'/a' M.L. CONT. GIRDER - - - - o--- - - - - —a---- - - - - - - — - - - - - - _ _l —1 L I— —I I — — ° '__� 4 .: m Z , `;. 4. a„ . 5V SW STL. COL. tX d I ON 36'x36"x12" I LU DI I I P.CONG. FTG. W/ 44 @ 7” O.G., E.W. to 18 2"x12" P.T. I {--}, IN (TYPICAL OF 12) I ° I STRINGERS I I I_4. H @ 16" O.G. I � t InBEAM CL (TYPICAL) ° I POCKET POCKET I i I° .I: } I — Z z — —3 I—O-1 15/a' x 11 7/g, F_ — 7 M.L. — CONT. � � — — GIRDERL L L ry v I,• .I� � Q d d �1 G I I'- X9'-2" t l In I 16' NC. PAD �/ O _ _ 0(1-7 I� 2-8 45-4! 8 I I-0 6-b 6 Q L 0 BASEMENT I 2" X 8' P.T., D. . XII Q — (UNFINISHED) BEAM L 16 O.G. I I r Lp a. . POCKET BEAMI ' ' N I e J- V / V / ' -� �.�..� POCKET — � � — 13/a' x — I I7/e' F 7 M.L. — GONT. — — — GIRDER 1 FURN. m� LL L I I N Z TD —1 U L —1 ( 12. 0 SONOTUBE I Ll O ° HWH ° RCONG. PIERS I to FIRE RETARD WALLS E GLG. 10 I ° (7YPIGAL OF 2) O O °d ABOVE E ADJACENT TO FURNACE/HWH 0) J m I W/ 5/8' TYPE "X" GYP. BD. in , U I"_ io � � I < cc I $ m ! II r BEAM � BEAM x POCKET - POCKET I d. -N N I AS m e .XO z ° 3 — 113/4" 1 x I 1 7 M.L. CONT. GIRDER I d III, — — — — — — — — — Q Ul 3068 —1 I —I I D LH O rn I 3'-2' I °• I GM ° v (�� a UP b I I 14R O5D I d I N d ° � o I ° —de I— •I—I I — ----l--I 3/a x 11 7/8 MLII b GAZA6E d � ° °�s TW210410 UNEXCAVATED Q ty � r BEAM 4' RCONG. SLAB ABOVE W UP W/ 6x6 - W2.9/W2.9 12R 5:; POCKET � W.W. MESH ALL FILL TO ( I p A5 I I I I I I BE GLEAN e WELL U d- qa —— y 5 V SW STL. COL. I I COMPACTED Q O d ON 24'x24"x 12' — — — — r _ _ P.CONC. FTG. I I FOUNDATION NOTES ,.� u . d � _ J I a• ° I DROP TOP OF FOUND. I I I. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN '5TAK-WELL" OR "5GAPEWEL' WALL AT O.H. DOORS o THE FIELD BEFORE EXCAVATION 15 BEGUN. EXISTING UTILITIES � �' i WINDOW WELL SYSTEM TO ALLOW FOR 6 00 AS MFR. BY BILGO COMPANY I I I ° I I I SHALL BE LOCATED AND PROTECTED OR REROUTED AS O HAUNCH SLAB REQUIRED BY EXCAVATION. ANY OBSTRUCTION ENCOUNTERED �� (S APPROVED EQUAL DURING EXCAVATION, SUCH AS UNDERGROUND UTILITIES, (SEE DETAIL-B/A7) I I CESSPOOLS, ETC,., SHALL BE REPORTED To THE ARCHITECT AND WORK TEMPORARILY SUSPENDED, PENDING INSTRUCTION d' TO PROCEED. — 2. FOUNDATION UNITS SHALL BEAR ON THE SUITABI E BEARING m STRATUM HAVING AN ALLOWABLE BEARING CAPACITY OF 1.0 B TONS PER SQUARE FOOT. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE SEAL 5-0" 8' 10'-8' 8.,P" 2'-II' I'-b' 17-3' Aj I'-II�' FOUNDATION MUST BE REDESIGNED. 3. MAXIMUM SLOPE BETWEEN BOTTOM OF TWO ADJACENT RED ARC 21' 15'-10' FOOTINGS SHALL NOT EXCEED 2 HORIZONTAL TO 1 VERTICAL. �S�P14 L -O' 4. CARRY OUT CONTINUOUS CONTROL OF SURFACE: AND QW �O �` �► SUBSURFACE WATER DURING CONSTRUCTION SO THAT FOUNDATION WORK 15 DONE ON DRY AND UNDISTURBED SUBGRADE MATERIAL, AS APPLICABLE. 12-4 8-10 73_4 5• BOTTOM 0'-3' OF EXCAVATION FOR FOOTINGS SHALL BE FINISHED BY HAND SHOVEL. �y► �2 1� 6. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-05 'SPEGIFICATIIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' (Fc=3000 P51); ALL EXPOSED SLABS, GARAGE SLABS, AND STEPS SHALL BE 3,500 BY: PSI AIR-ENTRAINED. REINFORCING STEEL SHALL. CONFORM TO A5TM A-615 GRADE 60. DA 1I/15 7. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS. BASEMENT FOUNDATION FLAN 8. ALL STEEL WORK SHALL CONFORM TO THE REGAJIREMENTS OF THE AI5G 'SPECIFICATIONS FOR DESIGN, FABRICATION AND Q Q SCALE: 1/4"= 1'-0" ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. STEEL SHALL CONFORM TO ASTM A-572 (GRADE 50) AND A-501. OF 7 WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A DETAIL-A DETAIL-A LICENSED ARCHITECT, TO ALTER AN ITEM SHEET-A6 TYPICAL ROOF= CONSTRUCTION: SHEET-A6 BEARING THE SEAL OF AN IN ANY WAY, IF AN ITEM 2'x I O' RIDGE 2'x10" RIDGE A5PHALT/FIBERGLAS5 ARCHITECTURAL SHINGLES ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX (COLOR AS SELECTED BY OWNER) TO HIS/HER ITEM THE SEAL AND THE NOTATION "ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE OVER 15# BUILDING ELT OVER AND THE DATE OF SUCH 1/2" APA RATED EXTERIOR SHEATHING OVER ALTERATION, ANDA SPECIFIC 0. • B 2' x RAFTERS AS NOTED ON PLANS 0. 'k 6 DESCRIPTION OF THE ALTERATION. \b \ 12 @ �� @ � 8 ALTERED BY: 8-r— DATE: g'¢ ATTIC `� /6 ¢ ATTIC SIGNATURE: ,L +� OC DETAIL-<, ¢ @ DE-TAIL-5 DESCRIPTION OF ALTERATION: 2" x 8" G.J. wVk) @ 16" O.G. Qti r, . SHEET-A6 + OC 5HEET-A6 TYPICAL WALL 5-0"T.O. PLATE y� 44 R-30 2" x 8" G.J. @ 16' O.G. T.O. PLATE- CONSTRUCTION RAIL HIGH - - _ - NG INSUL. R-19C IN5UL. W/ BAFFLES TYPICAL "ALL CONSTRUCTION: VINYL SIDING AS SELECTED BY OWNER 2- 13iax16' .T OVER 3/8" 'FANFOLD RESIDING BOARD" INSULATION, M.L. GIRDER m MSTR. BEDROOM OVER "TYVEK" HOUSEWRAP R_15 b R-15 _ OVER 1/2' APA RATED EXTERIOR SHEATHING p t'; GRADE owlINSUL. - INSUL. OVER 2' x 4' STUDS @ 16' O.G. W/ R-15 INSULATION �T .'; REV: AND 1/2" GYPSUM WALLBOARD, TAPE E SPACKLE. TWO-GAR GARAGE I FIRE RETARD PARTY WALLS E CEILING OF GARAGE 8" CONCRETE _ -- CONCRETE STAIR FOUNDATION WALL ON -III III 10" MIN. TREADS p WITH 5/8" TYPE "X" GYPSUM BD. 20' x 10" CONG. 3/4" TEG III II_ III III Sia RISERS (MAX) PLYWD. = FOOTING 1st FLOOR I- 4' GONG. SLAB W/ Ist FLOOR # 4 RE-BAR AT III-III- # 4 RE-BAR @ 12' O.G. olb _ _ EACH RISER NOSING -III-�'i I 1-III- EACH WAY 6x6 - 2.9x2.9 w.w. MESiH - - `•� OVER 7 MIL. POLY. V.Bi. 4" DRAIN 1=111=1II-II1=111 2-15/4!x l l iia" R-30 - 1=1 11=1 t l-III=1 =1 =1 I=1 I-' 8' CONCRETE M.L. cGIRDER ` =1 1=1 1=1 1=1 i- FOUNDATION WALL ON INSUL. DETAIL-D -II �- I1=111=111=111=' 20' x 10' GONG. ' -III. -111 I-III-1 1=1 1=1 1=1 i- s' _ _ -I _I -III _ -III- S.W. � ' SHEET-A5 2-0 DIA. x 2'-O' DEEP _ _ � �- � FOOTING STL. COL."ON ; DRYWELL WITH 12 GLEAN , - - -_ 24 x24 x 12 DETAIL-E -11111111111111111 -III- 111 Q BASEMENT P.CONC. FTG. GRAVEL ON ALL SIDES co SHEET-A6 8' P.GONG. ;.: 4' P.GONG. FOUNDATION SLABS Z Q BUILDING SECTION E - E3 5UILDINO SECTION G - G 5UILDINO SECTION D - D SCALE: I14'-- I'-O' SCALE: 114'= 1'-0' SCALE: 1/4'- I'-0' ( 1 O z In --------------- ------- ------------------------------------------------------- ------------ Q " 1I ------------ 0 Z + Z 2" x 8" R.R. ,P�v � I'D I I Z x @ 16" O.G. x I I < (V \0 (V aU I . W L O II 2" x10" - - - - - - - - - - RIDGE ID O O Z I I ---------- I w �y I ---------- (L O Q + I 1 I c0 ;p JPV I I o Q SIMILAR I I _ DETAIL-A I I x co < x ��' Icop/ 5HEET-A6 I i . +\ NLLJ II II N t�I 0 IL------------- — - - - - - - - - - - - - - - - - - - - - - - '�� J ©� DO 2 I I << tX I I O 0 r 8, I C�j, Vv� I i J \ II P I SIMILAR 2"xl0' RIDGE I O'1' x I N ¢¢. ATTIC ° /6. DETAIL-B -- I <'9�, M . +\p N I 5HEET-A6 (, 0' IqF -- 'Y + OC --- @ \b 0 2 8• i 2„ xIO" - - - - - - RIDGE I I -11J 2' x 10" G.J. @ 16" O.G. �ti '�' -T.O. PLATE g-¢ ATTIC L-- 4v +� I u ATTIC R-50 S L. +� R-15 R-15 IL INSUL. INSUL. I cDvi co ;p '1<<� O x 8 G.J� 44 S@ 16 O.G. �Q 4 QT.O. PLATE I x - Je' x x' Q1 2 x 8 G.J. 1 '� 4S @ 16 O.G. � `�� _ _ I I 2„ x 8" R.R. 'N N - i O � VR-30 \ @ 1r-R-30 3-Is x20 3-I sis.x20 o + I INSUL. M.L. GIRDER M.L. GIRDER INSUL. I L ------------------------------------------� `0 cn 2"x4' @ 16" O.C. m_ �llI �< LIVING ROOM BRC. WALL I I CRICKET Q I .,q- R-15 - NNSL ¢ p 0 00 O . Iz" " LSUL. KITCHEN x I ¢ I Cal ��16 o 2,. x 8„ R.R. I 3/4" TEG I I '�\� x �`VV @ I6" O.G. I PLYWD. I I J 2" x 8" R.R. N I _ N ' ' ` ' ' " ' Ist FLOOR - - I I . 0 @ p +\ 2x IO' F.J. % 92" x IO" II II SEAL----------------ey ----------- ----------- RIDG A I 3 " 7 " 7 . 3 . 7 R-30 3-I iaxII ie 2-15/4"x 11 is 5-15/4"x 11 is 2-I /axil is INSUL ( I M.L. GIRDER M.L. GIRDER M.L. GIRDER M.L. GIRDERN L m S.W5vDETAIL-E 3 STL. COL. ON BASEMENT SHEET-A6 P.GONG. FTG. � I � x 87"11 4' P.CONG. SLAB II II F OF .. :.+,.. ..,:. : ' ---------------------------------------------J , L——————————————————————————————————————————————— BY D/1 12/1 15 BUILDINO SECTION A - A ROOF PLAN SCALE: 1/4'= 1'-0' SGALE: I/4"= 1'-0' OF 7 WARNING IT IS A VIOLATION OF THE 5/8" DIA. x 7" MIN. EMBEDMENT LAW FOR ANY PERSON, UNLESS LICENSED ARCHITECT, TO ALTER AN CONT. N UNDER THE DIRECTION OF A ANCHOR BOLTS @ 2-9 O.G. MAX. RIDGE VENT 2 PER SILL PLT., 6' - 12" VINYL SIDING ITEM IN ANY WAY, IF AN ITEM FROM EACH END PLATE OVER 3/8 FANFOLD INSUL. BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE OVER "TYVEK" HOUSEWRAP ALTERING ARCHITECT SHALL AFFIX RIDGE OVER I/2" SHEATHING 4' TO HIS/HER ITEM THE SEAL AND 4' 3' 3" THE NOTATION ALTERED BY" OVER 2"x4" STUDS @ 16" O.G. ROOF VTR VTR VTR VTR AND FOLLOWED HOF SUCH SEE PLAN FOR SIZE I I I ) I ' ALTERATION, AND ASSPECIFlCATURE 1/2" EXP. JOINT SIMPSON CS20 SIMPSON LSTA56 DESCRIPTION OF THE ALTERATION. COILED STRAPS STRAP @ 16" O.G. ALTERED BY, W/ (9) - 8d NAILS /8• 4' GONG. SLAB W/ FASTENED W/ 18-I01) NAILS DATE: AT EA. RAFTER 6x6 - 2.9x2.9 W.W. MESH WRAPPED AROUND 27x RAFTER OVER 7 MIL. POLYETHYLENE (� 2-2"x6" P.T. SILL PLATE SIGNATURE- SEE PLAN FOR SIZE I/2" PLYWOOD VAPOR BARRIER UJ D � z DESCRIPTION OF ALTERATION— AND SPACING SHEATHING j GRADE s' S � 3" S BATH 2'S 2' 5 ° j\�j�\\ ---------T-------------------;------------------------------------ -----T-------------------------------- i KITGHI=N L�$C1, .x D x p ° Di I p /X 1 2' V i 2" V i SINK 2. V 2. V I 2, V KITCHEN W.M. LAV. LAV. I ' LAV KITCHEN SINK AI.I I I W/ CONNECTION W.G. I I W.G. I FOR DISHWASHER IST FLR TUB SHWR.I TUB 2. W E I 3' W 2' W Ivw I ' W 8" P.GONG. p CONTROLLED ICV O ICO FA.I. RE FOUND. WALL GLEAN BACKFILL � p 6■ 8■D. 6■ Of 1pfli 0 R I DC DETA I Lu $ � GOI 4' S 4' � NOT TO SCALE ° ° ' SGDOH APPROVED p p BASEMENT SANITARY SYSTEM ° p D CARRY ICE SHIELD 20" x 10" CONTINUOUS FLUMBINe RISER DlAeRAM TO THIS POINT CONCRETE FOOTING 1-8 ASPHALT SHINGLES NO SCALE (6) - NAILS PER SHINGLE P A�E FOUNSIDATIONSI DETAIL.NOT TO SCALE ROOF RAFTER � ROOF RAFTER VINYL SIDING 2" x ROOF RAFTER Z SEE PLAN FOR SIZE OVER 3/8" FANFOLD INSUL. DOUBLE SEE PLAN FOR SIZE OVER TYVEK HOUSEWRAP 3/4" TEG PLYWOOD Q SUBFLOOR ON TOP PLATES AND SPACING 0 R-30 INSUL OVER I/2" SHEATHING 2a x FLR. JST. ' ' I SIMPSON SEE PLAN FOR SIZE SIMPSON L5TA36 ++� AND SPACING STRAP @ 16" O.G. SIMPSON .5 1 l O H2A HURRICANE -= `J H3 HURRICANE f n WRAPPED AROUND CLIP @ I O.G. lJ , CLIP @ 16" O.G. FASTEN W/ 2-2"x6" P.T. SILL PLATE " W/ (5) - 8d NAILS TO RAFTERS W/ 5-8d NAILS TO RAFTERS W/ (5) - 8d NAILS TO TOP PLATE 2" x RIM JOIST W/ 5-8d NAILS TO TOP PLATE 3"x3"x 14" SLOTTED — — — — — � G. 2'x4" OUTRIGGER PLATE WASHER 2" x J. . RAFTER T @ 16 O.G. Lu_ )� @ 16" O.GIE (� � - 1�- SEE DET. B R-30 INSUL. ON THIS SHEET Q I"x8" FASCIA OVER < d f Z " 1"x8 FASCIA OVER 2"x6" SUBFASGIA 5/8 DIA. x 7" MIN. EMBEDMENT GRADE " ® 2"x6" SUBFASCIA II I I W 2"x GLG. JOIST ANCHOR BOLTS @ 2'-9 O.G. MAX. s. d SEE PLAN FOR 517E III 2 PER SILL PLT., 6" - 12" ��j��j� - 3 - 2" x IO" HDR. _O FROM EACH END PLATE CONT. VENTED "SIMPSON" GS20 OR CONT. VENTED SOFFIT VINYL SOFFIT APPROVED EQUAL FASTEN SIMPSON AC-6O 1 W/ (4)-10d COMMON NAILS POST GAP ly z NTROLLE2"x4" LEDGER 8" CONCRETE .� CLEAN BACKFILL TO EA. SIDE OF KING STUD 2"x4' LcDGER W/ I4-16D NAILS TO BEAM (L FOUNDATION WALL W/ 14-16D NAILS TO POST « LH WINDOW or DOOR HDR. z O 1/2" PREMOULDED EXP. JT. °. < d O JACK STUDS "SIMPSON" (G520) z ® OR EQUAL STRAPPING RAFTER/TOF FLATE 4" GONG. SLAB ODAMPPROOFING SILL N WELL COMPACTED 1-1•- 4" SAND ON 7 MIL V.B. CONNECTION DETAIL � RGH FRAMINe DETAIL NOT TO SCALE ddQ .. H 0 � 'A 1 `" a KING STUD NOT TO SCALE l 1 J d CARRY ICE SHIELD ` lfl TO THIS POINT y d ASPHALT SHINGLES (6) - NAILS PER SHINGLE 20" x 10" CONTINUOUS CONCRETE FOOTING NOTE` -J ROOF RAFTER * ALL STRAPPING TO BE INSTALLED PRIOR TO SHEATHING FIBERGLASS COLUMN Q) SEE PLAN FOR SIZE T Y i= I GFOUNDATION DETAIL * ALL STRAPPING EN BE S20 x 20 GA. STEEL OR Q� "SIMPSON" EQUIVALENT - G520 (COILED STRAP) r a 4"x4" P.T. POST r--I R-30 INSUL NOT TO SCALE 4-J O 0 W/ BAFFLES uQ .O / SIMPSON 5/4"x6" COMPOSITE 2'x8" P.T. DECK JST. • WOOD DECKING DOUBLE JOIST @1.4 H2.5A HURRICANE NAILING E 5TRAPPING AT POST ONE EA. SIDE U 0 � CLIP @ 16" O.G. FASTEN W/ ° EXTERIOR WINDOW / DOOR HEADERS a M � W/ (5) _ 8d NAILS TO RAFTERS ° CORNER STUD CONNECTED TO I/2 DIA. �� c� � W/ (5) 8d NAILS TO TOP PLATE ° TRANSFER SHEAR CARRIAGE BOLT 4-' j--I / NAILING SCHEDULE V: WooD FRAME coNsTRUGTIoN MANUAL (2 - PER CONNECTION) V) 0�0 l ° 2-16d COMMON NAILS @ 3" O.G. 2x4" OUTRIGGER MIN 10" LENGTH E MIN. 3-n" PROJECTION Roue OPENINs �A'n0N ® © ® ® ® )� u " @ 16" O.G. ° 'SIMPSON' HDQ8 OR APPROVED EQUAL 2 (1)2 x 4 I I 1 1 ° ° FASTEN W/ 20 SDS I/4X3 SCREWS 5/4"xl0" SKIRT BD. OR AS MANUFACTURER'S SPECS. 4'-0' 4 (1)2 x 4 2 2 2 2 \Q 6-0• 6 (2)2 x 4 cr(1)2 x 6 3 3 3 3 NV I 7/8" ALL THREAD ROD a " NVFASCIA OVER 8'—O' 8 (2)2 x 4 or(U 2 x 6 3 3 3 3 2- 2 xl0 P.T. GDR. 2"x6" SUBFASGIA ___= SIMPSON, SEAL 10 (2)2 x 6 4 4 4 4 ? IIII H3 HURRICANE - 12'—O' 12 (ti 2 x 6 5 5 5 5 CLIP @ 16" O.G. 1. ��D ASC 2, J CONT. VENTEDSIMPSON' GNW COUPLER NOTATIONS: 1/2" DIA. a �N-1 ti VINYL SOFFIT I•I OR APPROVED EQUAL ® NUMBER OF 8D NAILS AT EACH END OF STRAPPIN65 CARRIAGE BOLT . ' °. ® NUMBER OF SILL STUDS ON THE FLAT DOES NOT APPLY TO DOORS) (2 - PER CONNECTION) © NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 2x4" LEDGER Q NUMBER OF 16D NAILS END NAILED THROUGH ADJACENT KING STUD ";• s; .. TO END OF HEADER AT EACH 51DE SIMPSON PB66 ® NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) 12" GONG. ° d'`.. POST BASE 4p 0287 1 IL 'SIMPSON' SSTB28 ANCHORS OR © NUMBER OF 16D NAILS END NAILED THROUGH ADJACENT JACK STUDS TO END SONOTUBE PIER •°.d T y0@ / OF 511-1-5 AT EACH SIDE DOES NOT APPLY TO DOORS) 5'—V MIN. BELOW GRADE ®F U APPROVED EQUAL MIN. EMBEDMENT 7' SEE FOUNDATION PLAN FOR LOCATION a . A DW" B a d i AFTER/'TOF FLATS A. T"**rF I CAL HEADER oATlr X15 INCT�lON D ETAIL. TYfi' . CORNER STUD T I E-DOI� NSISTUD TI �-D01�11�1 FOCHfi� FRAMINe DETAIL NOT TO SCALE � NOT TO SCALE NOT TO SCALE I NOT TO SCALE O OF 7 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN TABLE 3.1 NAILING SCHEDULE: FOR LATERAL t SHEAR RESISTANCE TABLE 3.26 BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) TABLE 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS TABLE 3.CIA RAFTER / CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION RESISTING LATERAL $ SHEAR LOADS FROM WIND WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION ARCHITECT IS ALTERED, THE WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL - 10 PSF ALTERING ARCHITECT SHALL AFFIX NUMBER AND TYPE OF THREE SECOND GUST WIND DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY OL = 10 PSF THREE SECOND GUST WIND TO HIS/HER ITEM THE SEAL AND JOIST DESCRIPTION FASTENER SPACING OF FASTENERS NOTES SPEED (MPH) SPEED (MPH) THE NOTATION "ALTERED BY" I/2 DIA. ANCHOR BOLTS 5/8 DIA. ANCHOR BOLTS ROOF LIVE LOAD GROUND SNOW LOAD FOLLOWED BY HIS/HER SIGNATURE ROOF FRAMING ILO 120 110 120 AND THE DATE OF SUCH THREE SECOND GUST WIND SPEED(MPH) 20 PSF 30 PSF 50 PSF ALTERATION, AND A SPECIFIC RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) PER RAFTER NUMBER OF 8D STRUCTURAL SHEATHING DESCRIPTION OF THE ALTERATION. COMMON NAILS IN ROOF SPAN (FT.) 110 120 110 120 ROOF PITCH ROOF SPAN (FT. EACH EMD OF 1-1/4' 20 GA. STRAP.1,2,3,4,5,6,7 CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) PER JOIST BOTTOM PLATE TO 12 24 36 12 24 36 12 24 36 £ F £ F ALTERED BY: CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.qA) EACH LAP FOUNDATION 12 2 2 SHEATHING LOCATION' RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8D DATE: ANCHOR BOLT FOUNDATION MAXIMUM ANCHOR BOLT SPACING REQUIRED NUMBER OF 16D COMMON OR SPACING (INCHES O.G. COMMON NAILS OR IOD BOX NAILS SIGNATURE: CONNECTION SUPPORTING (INCHES, O.C.) 42,3,4 16 2 3 RAFTER SLOPE RAFTER SPACING 40D BOX NAILS PER HEEL JOINT (INCHES O.C.) 5 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.01A) EACH LAP RESISTING (IN.) CONNECTION 1,2,3,4,5,6 DESCRIPTION OF ALTERATION COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) PER TIE I/2" ANCHOR BOLTS 20 3 4 3:12 12 4 7 10 4 8 I2 6 II 17 INTERIOR ZONE 12 6 12 6 12 30 3.12 24 3 4 5 10 15 8 15 22 16 6 12 6 12 BLACKING TO RAFTER (TOE-NAILED) (2)-8D EACH END LATERAL AND I-3 STORIES I6 5 q 13 RIM BOARD TO RAFTER (END-NAILED) (2)-I6D EACH END 5/8' ANCHOR BOLTS 28 4 5 5 8 3 6 q 5 q 13 PERIMETER EDGE ZONE 12 6 122 6 122 SHEAR LOADS 4:12 12 3 32 4 5 16 4 7 10 4 8 j 12 6 II 17 16 6 122 6 6 WALL FRAMING 45 TOP PLATE TO TOP PLATE (FACE-NAILED) (2)-I6D PER FOOT SEE NOTE (1) NOTES:I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. 36 5 6 5:12 12 3 4 6 3 5 7 4 7 10 GABLE ENDWALL RAKE OR RAKE TRUSS W/ 63 LOOKOUT BLACK 0 4 4 TOP PLATES AT INTERSECTIONS (FACE-NAILED) (4)-I6D JOINTS @ EACH SIDE 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE12 2 2 MAXIMUM ANCHOR BOLT SPACING SHALL 16 3 5 8 3 6 q 5 q 14 NOT EXCEED THE L.E55ER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C)OR LATERAL AND SHEAR LOADS 16 2 2 7:12 12 3 3 5 3 4 5 3 5 8 GABLE � �LL�RAKE TRUSS W/0 6 6 6 6 STUD TO STUD (FACE-NAILED) (2)-I6D 24 O.C. (TABLE 3.2B). FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. 20 2 3 BOARD SHEATHING �V' " 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH 16 3 4 6 3 5 7 4 7 10 HEADER TO HEADER (FACE-NAILED) I6D Ib O.C. ALONG EDGES SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE 4:1224 RAFTER /TRUSS MAXIMUM NAIL SPACING FOR BD TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) PER STUD APPROPRIATE 5NFATHING TYPE ADJUSTMENT FACTOR INT TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED q:12 12 3 3 4 3 3 4 3 4 6 SPACING (INCHES O.C. COMMON NAILS OR IOD BOX NAILS BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T ENDJO15T OR BLOCKING (FACE (2)-I6D PER FOOT SEE NOTE (1) (2) 28 3 b FEET ON CENTER. (INCHES O.C.) 2 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER I6 3 3 5 3 4 5 3 5 8 -NAILED) 4 Ixb OR IxB 12-lq.2 2 FLOOR FRAMING THAN 262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED U51NG THE LOADS FROM TABLE 3.5. 32 4 4 12:12 12 3 3 3 3 3 3 3 3 5 IXIO OR LARGER 12-lq.2 3 3 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) (4)-SD PER JOIST 36 4 5 16 3 3 4 3 3 4 3 4 6 12 1 2 NOTES:I. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE RED[XffDN2'9L5 ARE CLINCHED. E - NAIL SPACING AT PANEL EDGES (IN.) BRIDGING TO JOIST (TOE-NAILED) (2)-8D EACH END TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) 16 2 2 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER OR BLOCKING TO JOIST (TOE-NAILED) (2)-8D EACH END RESISTING UPLIFT LOADS FROM WIND RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION 20 2 2 NOTES:I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3)-16D EACH BLOCK 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOADBSIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 11 5:12 24 2 3 THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE LEDGER STRIP TO BEAM (FACE-NAILED) (3)-16D EACH J015T THREE SECOND GUST WIND SPEED(MPH) REDUCTION IN SPAN. 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G-GREATER THAN OR EQUAL TO 0.49. FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR JOIST ON LEDGER TO BEAM (TOE-NAILED) (3)-8D PER J015T ILO 120 28 3 3 4. EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. EQUAL TO G AND G BEING LESS THAN 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. BOTTOM PLATE TO 32 3 4 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING FOUNDATION BAND J015T TO JOIST (END-NAILED) (3)-I6D PER JOIST FOUNDATION MAXIMUM ANCHOR BOLI SPACING 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY. MEMBERS WITH G GREATER THAN OR EQUAL TO 0.4q. FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR ANCHOR BOLT SUPPORTING1,2,3,4 36 3 4 EQUAL TO G AND G BEING LESS THAN 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) (2)-I6 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THED PER FOOT SEE NOTE (1) CONNECTION (INCHES, O.C.) RE515TING 12 1 2 BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING ROOF SHEATHING THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL B E INCREASED BY THE FOLLOWING FACTORS: MEMBERS WITH G GREATER THAN OR EQUAL TO 0.49. FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR STRUCTURE PANELS 8D (SEE TABLE 3.10) UPLIFT LOADS 8' END ZONES 16 2 , 2 EQUAL TO G AND G BEING LESS THAN 0.4% THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. I-3 STORIES 39 33 20 2 2 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. DIAGONAL BOARD SHEATHING: I'X6' OR I"X8' (2)-BD PER SUPPORT CEILING HEIGHT / ROOF HEEL JOINT CONNECTION INTERIOR ZONES 6:12 24 2 3 RIDGE HEIGHT ADJUSTMENT FACTORS DIAGONAL BOARD SHEATHING: I'XIO' OR WIDER (3)-BD PER SUPPORT Z I-3 STORIES 45 38 CEILING SHEATHING 2e 2 3 1/2 2.00 Q NOTES:I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. " 32 3 3 R T 1/3 1.5o TABLE 3.11 WALL SHEATHING AND CLADDING ATTACHMENT � GYPSUM WALLBOARD 5D COOLERS 7 EDGE / 10 FIELD 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR He BOLT SPACING SHALL 36 3 4 REQUIREMENTS FOR WIND LOADS Z WALL 51HEAT14ING NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 3.2C)OR LATERAL AND SHEAR LOADS 1/4 1.33 WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION STRUCTURAL PANELS 8D (SEE TABLE 3.11) (TABLE 3.2B). FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. 12 1 I v ' I/5 1'25 THREE SECOND GUST WIND Q 16 2 2 1/6 1.20 SPEED MPH loor Z J FIBERBOARD PANELS: 7/16' THICK bD 3" EDGE / b" FIELD' FIBERBOARD PANELS: 25/32" THICK 8D 3' EDGE / 6' FIELD" 20 2 ILO 120 1/10 1.11 STRUCTURAL SHEATHING, 7:12 - 12:12 24 2 2 GYPSUM WALLBOARD 5D COOLERS 7' EDGE / 10" FIELD TABLE 3.4A RAFTER / CEILING JOIST TO TOP PLATE LATERAL 28 2 3 NOTES ABOVE ONE-THIRDLATERAL NOTES: THE RIDGE HEIGHT,THE RAFTER L14 TCIIt WHEN�H RAFTT1ES 5 GREe4TERMAY ET14AN 2ED 3/4 1FEETNCH WAND HENMA RLOCATED ADDITIONAL E F E F Q HARDBOARD BD (SEE TABLE 3.11) AND SHEAR CONNECTION REQUIREMENTS - EXPOSURE B CONSIDERATION. SHEATHING LOCATION ' STUD SPACING (INCHES MAXIMUM NAIL SPACING FOR BD PARTICLEBOARD PANELS 8D (SEE TABLE 3.11) 32 3 3 O.C. COMMON NAILS OR IOD BOX NAILS WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION ) r L (INCHES O.G.) v J DIAGONAL BOARD SHFAT14ING: I"X6' OR I'X8" (2)-8D PER SUPPORT 36 3 3 12 6 12 6 12 3 THREE SECOND GUST WIND SPEED (MPH) INTERIOR ZONE DIAGONAL BOARD SHEATHING= I"XIO' OR WIDER (3)-BD PER SUPPORT NOTES:I. TABULATED CONNECTION REQUIREMENTS SHALL BE Pt 'tMITTLD TO BE MULTIPLIED BY 0.7 FOR FRAMING NOT LOCATED WITHIN 16 6 12 6 12 110 120 8 FEET OF BUILDING CORNERS. 1W f n FLOOR SHEATHING PERIMETER EDGE ZONE 12 6 12 6 12 V , RAFTER / CEILING WALL HEIGHT (FT. NUMBER D I� BID COMM I ON NAILS FACN RAFTER AND/ORT�EILINGILJOIST 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUIILDING LOCATED IN EXPOSURE B. Q STRUCTURAL PANELS= I' OR LESS 8D 6' EDGE / 12" FIELD JOIST SPACING (IN.) TO TOP PLATE CONNECTION 1,2,3,4 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD (0.6 X 10 PSF). I6 6 12 6 12 STRUCTURAL PANELS: GREATER THAN I' IOD 6' EDGE / b' FIELD 12' O.C. 8-10 2 3 O " N N " a 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP BOARD SHEATHING OR LAP SIDING (L O Z Z DIAGONAL BOARD SHEATHING: I X6 OR I X8 (2)-BD PER SUPPORT 16 O.C. 8-10 3 3 SPACINGS, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: O _ DIAGONAL BOARD SHEATHING: I'XIO' OR WIDER (3)-BD PER SUPPORT 24' O.G. 8-10 4 5 SHEATHING SIZE STUD SPACING (INCHES MAXIMUM NAIL SPACING FOR 8D (n O.C.) COMMON NAILS OR IOD BOX NAILS �\JJ Q _ NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. RIDGE CONN. SPACING 12 I6 Iq.2 24 48 (INCHES O.C.) Ixb OR 1x8 /n NOTES: I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6'ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE - 12-24 2 2 2 2 ,/ / PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS, 2. TABULATED CONNECTION REQUIREMENTS A55UME A BUILDING LOCATED IN EXPOSURE B. MULTIPLIER 1.00 1.3-3 1.60 2.00 4.00 SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 3. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND CEILING JOIST Z IxlO OR LARGER 12-24 3 3 3 3 O 2. WHEN WALL 514EAT14ING 15 CONTINUOUS OVER CONNECTED MEMBERS, TWE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D L SHALL EQUAL OR l�(C1-ED THE TABULATED NUMBER OF NAILS REQUIRED. 5. TABULATED LENGTH REQUIREMENTS ASSUME A MEAN Er•OOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR E - NAIL SPACING AT PANEL EDGES (IN.) Q NAIL PER FOOT. 4. TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN LESS, THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY O.W. F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) (�3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 6. WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOD COMMON NAILS REQUIRED IN EACH END OF u� IY THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 80 NAILS IN A STEEL STRAP, OR THE NUMBER OF 12D BOX NOTES:I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 7 NAILS IN EACH END OF THE COLLAR TIE NEED NOT O'(CEED THE TABULATED NUMBER OF IOD BOX NAILS IN A STEEL STRAP. REQUIREMENTS SHALL BE USED. Z in 7. 1-1/4' 20 GAGE RIDGE STRAP SHALL BE OF ASTM 953 GRADE 33 STEEL OR EQUIVALENT. 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH ASPHALT SHINGLE NAILING SCHEDULE G-GREATER THAN OR EQUAL TO 0.49. FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL TO G AND G O RESIDENTIAL CODE OF NEW YORK STATE BEING LESS THAN 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. TABLE 3.5A TOP AND BOTTOM PLATE TO STUD LATERAL � BASIC WIND SPEED NUMBER AND TYPE OF FASTENER CONNECTIONS FOR WIND LOADS -EXPOSURE 6 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR ( 1 x WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION COMMON NAILS. V 110 MPH OR GREATER AND THE SAVE I54. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. J 20 FEET OR HIGHER ABOVE GRADE 6-12 GA. WITH 3/B" DIAMETER HEAD, MIN. 3/4' SHAFT THREE SECOND GUST WIND SPEED (MPH) 110 120 -OR- (PER SHINGLE) NOTE: L() 120 MPH WIND SPEED OR GREATER REQUIRED NUMBER OF 16d COMMON NAIIS PROJECT COMPLIES WITH 2010 RESIDENTIAL CODE OF NEW YORK STATE E WFGM - 2001 EDITION N STUD SPACING (IN.) WALL HEIGHT(FT.) OR 4W Box NAILS PER ,2 3 CODE COMPLIANCE NOTES: STUD TO PLATE CONNECTION(PLF) _ = The following are excerpts of the 2010 Residential Code of the State of New York. NOTES=I. WHERE TIRE ROOF SHEATHING IS LESS THAN 3/4-INCH THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. 1. ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT 13. THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH g p FASTENERS SHALL COMPLY WITH ASTM F 1667. B 2 2 COMPLETION OF JOB. SECTION P2503. TABLE R301.4 12 10 2 2 MINIMUM UNIFORMLY D15TRBUTED LIVE LOADS TABLE R3011.6 ROOF COVERING NOTES 2. DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS 14. ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK tin pounds per square foot/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SHALL COMPLY WITH FIGURE R602.60) AND FIGURE R602.6(2). DRILLING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 13 THRU 24 OF THE UNDERLAYMENT APPLICATION (RgO5.2.7) 12 2 2 AND NOTCHING OF TOP PLATE SHALL COMPLY WITH FIGURE R602.6.1. RCNY5. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE 4-J FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL8 2 2 LATESTE EDITION OF NEPA. USE LIVE LOAD STRUCTURAL MEMBER ALLOWABLE (33-PERCENT SLOPE), UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: APPLY A 19-INCH STRIP OF UNDERLAYMENT FELT 3. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR DEFLECTION PARALLEL WITH AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE FAVE, APPLY 36-INCH-WIDE SHEETS OF 16 10 2 2 ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN 15. ALL MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED UNERLAYMENT, OVERLAPPING 5UCCE551VE SHEETS 19 INCHES, AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. Exterior balconies 60 Rafters having slopes greater than 3:12 with ACCORDANCE WITH TABLE P2701.1. AND LABELED AND INSTALLED IN ACCORDANCE WITH THE MNAUFACTURER'S no finished ceiling attached to rafters L/180 12 2 2 4. BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND SPECIFICATIONS, LISTING/LABEL AND THE CODE PER SEC M1303. Decks 40 T-4 O FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER Interior walls and tions e-i �0 WALLS SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING H/180 �.� APPLIED IN THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND NOTES:I. PRESCRIPTIVE LIMITS ARE BASSO ON ASSUMPTIONS IN TABLE 3.5. 16. ALL MECHANICAL SYSTEMS SHALL PERFORM IN ACCORDANCE WITH N1103. Passenger vehicle garages 50 U •d- LAPPED 2-INCHE5FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY 6-FEET. TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. Floors and plastered ceilings L/360 Q L 0 2. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE 5. PROVIDE PROTECTION OF POTABLE WATER SUPPLY PER P2902.1 THRU 17. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE Attics without storage 10 l 4.-J M ICE PROTECTION (Rg05.2.7.1) MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS. P2902.6. MINIMUM FEDERAL STANDARDS PER SEG. 62448. All other structural members L/240 L'�i ,� Lam- IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY 15 25"F (-4^C) OR LESS OR WHEN TABLE R301.2(I) CRITERIA SO DESIGNATES, AN ICE _ Attics with storage 20 C Cd •1 y BARRIER THAT CONSISTS OF A LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN 3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 6. ALL POTABLE WATER OPENINGS AND OUTLETS SHALL E3E PROTECTED BY 18. ALL PIPING CARRYING FLUIDS ABOVE 105 DEG. F OR BELOW 55 DEG. F Exterior walls with plaster or stucco finish H/360 U -I:; � SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24-INCHES INSIDE THE AN AIR GAP, ATMOSPHERIC TYPE VACUUM BREAKER, PRESSURE TYPE SHALL BE INSULATED TO MIN. R3. Attics accessed by a fixed stariway (sec. R502.3.0 30 r1 ,-� - M i EXTERIOR WALL LINE OF THE BUILDING. VACUUM BREAKER OR HOSE CONNECTION BACKFLOW PREVENTER. Exterior walls - wind loads with brittle finishes L/240 i-i� V' '^ 19. THE MINIMUM LOAD FOR UNGROUNDED SERVICE CONDUCTORS AND SERVICE Rooms other than sleeping rooms 40 J VALLEYS (Rg05.2.8.2) 7. SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM DEVICES THAT SERVE 100 PERCENT OF THE DWELLING UNIT LOAD SHALL Sleeping rooms Exterior walls - winds loads with flexble finishes L/12000 0 CLOSED VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. AND KITCHEN. BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2. C) O 8. ALL CONNECTIONS TO THE POTABLE WATER SHALL GO'NFORM TO SECTIONS Stairs 40 h--7 VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH A`5TM D 224 TYPE-11 OR TYPE-111 AND AT LEAST 36-INCHES WIDE. SPECIALTY P2902.4.1 THRU P2902.4.5, SECTIONS P2902.5.1 FOR BOILERS, SEC 2902 20.WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. UNDERLAYMENT COMPLYING WITH ASTM D Ig70 MAY BE USED IN LIEU OF THE LINING MATERIAL. FOR HEAT EXCHANGERS, SEG. P2902.5 FOR LAWN IRRIGATION SYSTEMS, ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN Guardrails and handrails 200 SEG P2902.5.4 FOR AUTOMATIC SPRINKLER SYSTEM. ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH 9. WOOD FRAMED 5TURGTURAL MEMBERS SHALL NOT BE DRILLED, NOTCHED TABLE E3702.1. OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED INE SECTION R602.6(I) 21. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD AND R602.6(2). CLASSIFICATION OF NOT GREATER THAN 200 AS PER SECTION R315.1. The following are excerpts of the 2010 Residential Code of the State of New York. 10. A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING 5EAL OF THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING 22• INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS TABLE R301.20) ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR CEILING CLIMATE AND GEOGRAPHIC DESIGN CRITERIA RED A&C SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH, PER ASSEMBLIES, ROOF-CEILING ASSEMBLIES, CRAWL SPACES AND ATTICS �(�C. Nailing In Shaded Areas SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN �� pH L T (4 feet wide from wall edea or SEC. P2604. ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN ridge not including 11. PIPING SHALL BE INSTALLED IN TRENCHES 50 THAT THE PIPING RESTS ON TESTED IN ACCORDANCE WITH ASTM E84. WIND SUBJECT TO DAMAGE FROM µ ' overhangs): GROUND SEISMIC Ice shield Edges on Field:6"on center SOLID AND CONTINUOUS BEARING PER SEC. P2604. Flood and overhangs 23. APPLIANCES SHALL BE INSTALLED WITH THE CLEARANCES FROM SNOW DESIGN Frost underlayment p � g 12. DRAIN, WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY UNPROTECTED COMBUSTIBLE MATERIALS AS INDICATED 0 THE APPLIANCE LOAD SPEED / MPH CATEGORY Weathering Cine Termite required hazards 'e WITH TABLE P3002.10) AND TABLE P3002.1(2). LABEL AND IN THE MANUFACTURERS depth OF GTURERS INSTALLATION INSTRUCTIONS. Nailing: pi "' Edges:6"on center K't''� Field; 12"on center `• •._'.� .. ''�: 20 EX 120 B Sl1FFOLK: G Severe 3'-0' o Heavy Yes Moderate No OF 14 8301.2.1.1 Design Criteria: Area located where wind speeds equal or exceeds 110 miles (; Nailing for Luau Sheathing: per hour. Design criteria based on American Forest and Paper Association (AFS PA) BY: Edges:6 on center Wood Frame Construction Manual for One- and Two-Family Dwellinq(WFCM)-2001. Field:12"on center DATE: 11/15 pG°�OOQOPIT 0M G3C QM�aC MC l4� OF w9RDIN 00 D 0 �00� C D�4�Oa OF 7