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HomeMy WebLinkAbout45428-Z �o�oS�F C Town of Southold 3/23/2022 a P.O.Box 1179 o - co z� 53095 Main Rd Way o�; Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42939 Date: 3/23/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 13435 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 88.-2-17.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/28/2020 pursuant to which Building Permit No. 45428 dated 11/12/2020 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: single-family dwelling with covered front porch, rear deck,pergola, rear covered porch,unfinished basement and attached garage as applied for. The certificate is issued to Aldans Way LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1035 3/21/2022 ELECTRICAL CERTIFICATE NO. 45428 3/16/2022 PLUMBERS CERTIFICATION DATED 3/10/2022Ma ck Plum g ori e Signature iFFoaTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY s 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#: 45428 Date: 11/12/2020 Permission is hereby granted to: Celentano, Robert 110 Vineyard PI Port Jefferson, NY 11777 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 13435 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-2-17.7 Pursuant to application dated 10/28/2020 and approved by the Building Inspector. To expire on 5/14/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,217.60 CO -NEW DWELLING $50.00 Total: $3,267.60 B 'ng Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: V Old or Pre-existing Building: (check one) Location of Property: I 3.5 a �l l- `-�� House No. Street_ L Hamlet Owner or Owners of Property: � P rh'� Suffolk County Tax Map No 1000, Section Block oZ Lot 1-7 -7 Subdivision [ Filed Map. A Lot: Permit No. `'1 Date of Permit. Applicant: Iy�i Vl W� I�u°`'/av Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � V /` gk Applicant Signature Building Devartment Application AUTHORIZATION (Where the Applicant is not the Owner) l" T, 0 f��C { o t U1 residing at T� r-T if F1`- '(Print property owner's name) (Mailing Address) 6 /Ze�-E-,v Pap--r, lV�) do hereby authorize Nancy Dwyer Designer (Agent) Southold, NY to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) - (Print Owner's Name) oF sorry®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlinCar�town.southold.ny.us Southold,NY 11971-0959 • a� �ycoUfVT`I,N ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Aldans Way LLC Address: 13435 Main Bayview Rd city:Southold st: NY zip: 11972 Building Permit#: 45428 Section: $$ Block: 2 Lot: 17,7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lowell Electric License No: 3211E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 82 Ceiling Fixtures 16 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 17 Smoke Detectors 5 Main Panel 150x2 A/C Condenser 2 Single Recpt Recessed Fixtures 72 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 6 Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt 30Ax2 Emergency Fixtures Time Clocks Disconnect Switches $0 4'LED Exit Fixtures 11 Pump Other Equipment: Gas FP, Fridge, Double Oven, DW-2, W/D-2, Micro, Cooktop, Mini Fridge, (2) 150A Panels 40 Circuit Notes: New Two Story Inspector Signature: Date. March 16, 2022 S.Devlin-Cert Electrical Compliance Form Town F3a11 Aiiiiex z; Te .046rie.(631)765=1802 S43:I Win Road' Fax(63;1)765-9502 -P:O-.Box 1179 G .Southold,.Ny 1i97:1:-0959: .. B1 ,DTNG'bh✓ ART:MMNT TOWN OF: S.OUTHOLD •MAR 1 4 2022 DD BUILDING DEPT. TOWN OF SOUTHOLD .:C.EsR.T hF:L>C.A TT:01�I . ./.0.. ..... . Building.;Permit No'.. � lease >nt Plumber_:.: (Please print); I:certifythat the.;solder used in the-vvateraupplysystem:aontains:less than:2110.:of I%. lead: (P ers.S>:griatwre): Sworn to before:me this I6 day of CHELSEA L. CHALONE Notary Public, State of New.York Registration#01CH6287106 Qualified In Suffolk County NotaryPublic;&,)„—'JA`C, unty> Commission Expires Aug. 5,20 2 •e Yg �a�F soplyo i * TOWN OF SOUTHOLD"BUILDING DEPT. 765-1802 INSPECTION /1�f OUNDATION 1ST ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL -] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION C ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:_ _ 6CJO� ftl4_DATE INSPECTOR q2rqq SObI�O # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [//FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rna, _vJr r o e 0� e-lr--(ucA/ A4 lolwv/ ST_ DATE INSPECTOR q SOUjyolo # f TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION =[ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR 4� f ------------- —-— -- # TOWN OF SOUTHOLD BUILDING =DEPT. cou765.1802 INSPEC 1-ON, [/] FOUNDATION 1ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION/CAULKING ] RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: SfiI _tri _ _OY4<_ DATE 9 INSPECTOR `✓� / OF SOUTy� # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�0urm 765-1802 . . . 1NSPEOfON [ ] FOUNDATION 1ST !7, ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING. - [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [° ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARK J. �L, 0 DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT.- 7 65-1-802 INSPECTION '. [ ] FOUNDATION 1ST [ ] UGH PLBG. `]' FOUNDATION 2ND [ INS [ ] FRAMING/STRAPPING [ j' FINAL [ ] FIREPLACE& CHIMNEY` [= ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANTCONSTRUCTIOW f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4 DATE �'" INSPECTOR Of SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. J courm, 765-1802 = : 1-NSPECTION . . [ ] FOUNDATION 1ST [ ` ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] -FIREPLACE & CHIMNEY _ [ ° ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: V No A 4r I Siwt-r_ , 0 C ?rLnose / neDw Net o%•c 0"-&- air lS/ ! -al rb."1 /,& 6e,1" ftO (5oyl0Y.-c. Cid, r s a ��,�w+�- dtc�C S'J��DS �n•�k ��`'�� DATE 3/4/ZZ- INSPECTOR gvSOUIyo� ,I / l .4 f # TOWN OF SOUTHO 'D BUILD WN DEPT 765-1802 . . ' .. .. INSPECTION . ' . . [ ] FOUNDATION 1ST [ } ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKIN.G [ ] FRAMING/STRAPPING [ ] FINAL ] -FIREPLACE & CHIMNEY:, [ ] FIRE SAFETY-INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: :L4(10Q049!!::rafoAM Of t DATE ZZ INSPECTOR �aOF SOUTyo Ll ell ze # # TOWN OF SOUTHOLD BUILDI G DEPT: 765-1802 INSPECTION ., . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING u [ ] FRAMING/STRAPPING [ ] FINAL- `] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: KLC,,77�? tC, DATE l� � INSPECTOR E MAR 1 4 2022 . . BUIL TOWN . , , T �n Ir II U D MAR 1 R 9099 BUILDING DEPT TOWN OF SOUTHOLD t +s ' �� 4. MAR 6 20? In E UE 1 4 } �.it EC V E D MAR 16 2022 BUILDING DEPT. TOWN OF SOUTHOLD I Eli 11111p I DDAP BUILDING OWN OF SOUTHOLD INV y yT Yip' fir. +r f. l ' - ��¢ tt,, 'w .k�y 'c."t 'r`�0�1�'' �. *rlt� y �.` � o �`'�'4�_4•� .+. -.OPP.' AAM DDMAR 8U,-c,fvC=DEPT TOWN ni- ,-)r ITHOI D a 14 � BUILDING DEPT. TO'g619fi,WAljp�q.LD rrnAft,z "11 iTu, � E E BUILDINGAR DEPT TOWN OF . . P `e a -d 1 r '~l � ECEIU BUILDINGMAR 1 4 2022 . - TOWN . . . � 3 h tl¢ DD BUILDING DEPT TOWN OF SOUTHOLD r i � . - D R EC EHE Y' MAR 1 4 2022 BUILDING DEPT. TOWN OF SOUTHOLD Y FOUNDATION(1ST) aW,-M,A! �► � ® AR FOUNDATION(21 AA ,, PLUMBING Imam ®■!�i� v ui �� � � ,lit �� ► � ,� rvn,: :f� � STATE ENERGY CODE ® ••• s !. ��, VIA COMMENTS - _ on, MERAM Mm TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20; Storm-Water Assessment Form IContact: ,�,/ Approved l 0 _2b Mail to: V✓ vl Disapproved a/c Phone: Expiration- , 2 . f ID Bu ng pector J 0 CT 2 8 2020 APPLICATION FOR BUILDING PERMIT Date 20 0'*'-0 BUILYNNG DE,FT. INSTRUCTIONS TOV til aT ft apphl t{99l`iP be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder l7 psi �e� Name of owner of premises G ,v 6 I ►� (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location o�,lan �w�lich ro �c�work ill be done:� /J � � r �j (�--�1� O U Iso House Number Street Hamlet 99 County Tax Map No. 1000 Section Block C), Lot I k7 y . Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intend u e and oc upancy of proposed construction: a. Existing use and occupancy UA CIA'A b. Intended use and occupancy Ig"�� ��.t,() hqu 3. Nature of work(check which applicable):New Building I/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire iNw co struction:Front 7 ' Rear /-'71 Depth �J Height , - Number of Stories �► 9. Size of lot:Front o2 0 ' Rear V7 cd.01 Depth 3V6.3 .3arf. o,-7 ' 10.Date of Purchase a 0--)�a Name of Former Owner 11.Zone or use district in which premises are situated f T 61 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NOX 13.Will lot be re-graded?YES_NOXWill excess fill be removed from premises?YES_NOX 14.Names of Owner of premises O hl n Address 9)r&4'LP10J4 Phone No. Name of Architect Address X Phone No Name of Contractor__-r C3 D Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES No *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 6LVJ t%'VC/or being duly sworn,deposes and ae"Mt6eE�L)Wapplicant (Name of individua signing contfact)above named, Notary public,State of New York (S)He is the No.01BU6185050 Q (Contractor,Agent,Urporate Officer,etc.) Offftffll@@I®fllkPlF@6 APPII , of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn tq before me this day of 200 Notary Public Sign re o p licant iF Scott A. Russell ��°�� � STO]KI�MIWA\T]E]R� SUPERVISOR AWA NA\G]EACENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold oil . CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) � ❑ A. Clearing, grubbing, grading or stripping of land which affects more 1 —r than 5,000 square feet of .ground surface. a R. Excavation or filling involving more than 200 cubic yards of material ' -within any parcel or any contiguous area. El RC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. . Site preparation within 100 feet of wetlands beach bluff or coastal erosion hazard area. ❑ E. Site preparation within the one_hundred-year floodplain as depicted on FIRM Map of any watercourse. EQ D F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,'STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. if you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Proper y 0,Amer,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1 OOO Date: Dwrict / NAME: �OLi�1 -Section Block ---Lot-- - - --— - - FOR BUILDING DEPARTMENT USE ONLY**** 'Contact Information ' Rekp6wr Yumberl �; �{ Reviewed By: — — — — — — — — — — — — — — — — — — ' Date: Property Address/Location of Construction Work: + ® Approved for processing Building Permit. _Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. LJ (Forward to Engineering Department for Review.) �:---- - ---- - - -- - -- -- - - - - - - -- ----- - - -- - 33 t 1? FORM # SMCP-TOS MAY 2014 - APPLICANT: S.C.T.M.'t: 1000 St,� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) ='—TM O Ir C5 6 1-7-7 � Stormwater Management Control Plan CHECK LIST NAME: 01VI(/ pDuj�rnm Section Blocs: Lot o 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 l a— 0 w• r3O °1 ` all Information that has been Required by the following Checklist! Signature Tdeph—N—b. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No of-NA to any Item, Please Provide Justification Here! show all of the following items YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. 0� c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. -41 e. Limits of Clearing & Area of Proposed Land Disturbance. 0� f. Existing& Proposed Contours of the Site (Minimum z Intervals) 00 g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")------ rainfall nchrainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & F1 Stormwater Management Control Plan is Not Complete. �. ; Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. 1 FORM # SWCP Check List-TOS MAY 2014 o��g�FFO(�C OG BUILDING DEPARTMENT-Electrical Inspector oma, y� TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 5-S Date 2021 Customer Name �1N Electrician Name Law d Address V2041 V91 s � �d�FffOL Phone e-mail e-mail Phone License# f!3 SizeA Phase / Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New >56 "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid ' d4ysfrom the date aPove. Authorized by r17; g,ggo 202 ^BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD •c =`` - a "ow.n Hall Annex - 54375 Main Road - PO'Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802- FAX (631) 765-9502 rogerrCc�southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ---=_ELECTRICIAN-1NF_ORMAT_I-ON_(Ail-Infocmatiori_Reguired) _ __Date: Company Name: Name: License No-.: email:. Phone. 77f. request an email copy of Certificat of Compliance Address.: ,J JOB SITE INfORMAT ON (All Information Required) Name: .Aj Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 100.0 Section: Block: BRI .F DESCRI TION- ORK (Please Print:Clearly � - Check All That Apply:` Is`job ready:for inspection? ❑YES O . ❑Rough.lri ❑Final Do yolt need a.Tem`p.Certificate� S ❑NO. ' Issued On Temp'information: (All Information.required) Service SizeEll-0`h.. A #Meters Old Meter# New ervice ❑ Service Reconnect Underground Overhead S o' a #Underground'Laterals ❑1 ❑2' . ❑H Frame;❑Pole. Work done on Service? ❑Y N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx- _A PERMIT# Ad r s : Switches tc es ' tI Outlets GFI's 6,: Surface' Sconces ............ -IR=4 r 17 i SII j,� t Z HHs +��t1 tf'► . ... ._. UC Lts Fans Exhaust Ar, Oven�VWap ; /j . .. _• Smokes `DW Mind II •:;Carbo:ii - .Micro:.. G.eiierator:� Combo Cooktop I __... Transfer'' AC !if 2 AH �.. Hood . Services " Amps HaVe Useid Special•_ :, , Comments: t f kale, is 11A SO Four Town Hall Annex ;t Telephone(631)765-1802 54375 Main Road ::D *,, Fax(631)765-9502 P.O. Box 1179 C* { Southold, NY 11971-0959 BUILDING DEPARTMENT, NOTICE OF UTILIZATION-OF TRUSS TYPE-'CONSTRUCTION. PRE-ENGINEERED - .WOOD CONSTRUCTION.ANWOR TIMBER CONSTRUCTION' Date'' Owner: _�o�-tG I ® �ai►�l - Location of Property: gainW &'J . Please to notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:, Name (person submitting this form): am bwyj.... Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/112015 —Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation(Single Shect) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the Ph day of October,in the year 2020 BETWEEN ROBERT L.CELENTANO 110 Vineyard Place Port Jefferson NY 11777 party of the first part,and ALDANS WAY LLC 343 West 51"Street,Apt.5C New York NY 10019 patty of the second part, WITNESSETH,that the party of the first part,in consideration of Four Hundred Thirty Thousand 00/100($430,000.00) dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE SCHEDULE A ANNEXED HERETO Premises being and intended to be same premises conveyed to Robert L.Celentano by deed from Robert L.Celentano and Joseph W.Fighola by deed dated July 22,2005 and recorded in the Suffolk County Clerk's Office on August 4,2005 in Liber 12401 page 905; Premises being and intended to be same as those conveyed to Robert Celentano by BCB Realty Holding Corp.by deed dated December 28,2006.and recorded_in the SufTolk.CountyClerk's Office on.Dcccmbcr 29;2006 in Liber.12485-page 455. Robert L.Celentano and Robert Celentano being one in the same person. Tax Map Designation: District:1000 Section 088.00.Block 02.00,Lot 017.007 PREMISE'S COMMONLY KNOWN'AS 13435 MAIN BAYVIEW ROAD,SOUTHOLD NY 11971 TOGETHER with all right, title and interest, if any, or the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: ROBERT L.C1ELt NTANO Schedule A Description Revised: 09/2112020 Title Number EA2669-S Page 1 ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, bounded and described as Lot#3 as shown on a certain map entitled, "Minor Subdivision Map of Raymond Jay Akscin &Stella M.Akscin"and filed in the Suffolk County Clerk's Office on October 4, 2002 as Map No. 10838, and being bounded and described as follows: BEGINNING at a point being the following three (3)courses and distances from where the northerly side of Main Bayview Road is intersected by the easterly line of Midland Parkway: 1. Easterly along the northerly side of Main Bayview Road, 644.42 feet to a point where the westerly line of Lot 1 on the aforementioned map intersects the northerly side of Main Bayview Road; 2. Northerly along the westerly line of Lot 1, 497.42 feet; 3. -Easterly along the division line between Lot 1 and Lot 2, 269.40 feet to the true beginning point; RUNNING THENCE from said point of beginning along the division line between Lot 3 and Lot 2, North 29 degrees 53 minutes 35 seconds East, 348.30 feet; THENCE along Map of Pellicano Woods, Map No. 1 0069, South 69 degrees 26 minutes 50 seconds East, 250.00 feet; THENCE along the division line between Lot 3 and Lot 4 the following two(2) courses and distances: 1. South 21 degrees 34,minutes,40.seconds West,�327,02 feet; 2. North 69 degrees 26 minutes 50 seconds West, 209.90 feet; THENCE along the division line between Lot 3 and Lot 1, North 79 degrees 52 minutes 35 seconds West, 92.31 feet to the point or place of BEGINNING. TOGETHER with an easement for ingress and egress over a designated private j road over Lot No. 1 on said map from premises out to Main Bayview Road. i i ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York,County of J r��p�1` ss: State of New York,County of ss: On the day of U,--- in the year 2020,before me,the On the day of in the year before me, the undersigned,personally appeared ROBERT I..CELENTANO undersigned,personally appeared personally known to me or proved to me on the basis of ,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are) satisfactory evidence to be the individual(s)whose namc(s)is(are) subscribed to the within instrument and acknowledged to me that subscribed to the within instrument and acknowledged to me that he/she/thcy executed the same in his/her/their capacily(ies),and that he/she/they executed the same in hider/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the the person upon behalf of which the individual(s)acted,executed the instr ment• instrument. VICTORIA CHAACZUK Notary Public,State of New York Na 48504&8 Clim fled In Suffolk County Commission Expires January 20,20- ACKNOWLEDGEMENT QACKNOWLEDGEMENT BY S LIHM7111111ING WS JOWLFDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State of New York,County of ss: *State of County of ss: On the day of in die year before me, the *(Or insert District of Columbia, Territory, Possession or Foreign undersigned, a Notary Public in and for said State, personally County) appeared ,the subscribing witness to the foregoing instrument, with whom I am On the day of in the year before me the personally acquainted,who,being by me duly sworn,did depose and undersigned personally appeared say that he/she/they reside(s)in Personally known to me or proved to me on the basis of satisfactory (if the place of residence is in a city,include die street and street number if any,thereof); evidence to be the individual(s)whose namc(s)is(are)subscribed to that he/she/they know(s) the within instrument and acknowledged to me that he/she/they executed the same in hislher/their capacity(ies), that by his/her/their to be the individual described in and who executed the foregoing signature(s)on the instrument the individual(s)or the person upon instrument;that said subscribing:witness.was present and saw said behalf 66?fiicli the individuals)acted,executed the instrument,and that such individual make such appearance before the undersigned in execute the same;and that said witness at the same time subscribed the hislher/their namc(s)as a witness thereto County of State of (add the city or political subdivision and the state or country or other place the acknowledgement was taken). Bargain and Sale Deed With Covenants SECTION:112.00 BLOCK:04.00 Title No.EA-2559-S LOT:019.000 ROIIERT I..CELEN'1'ANO COUNTY OR TOWN:SLFFOLK TO ALDANS WAY LLC DISTRIBUTED BY RETURN BY MAIL TO: -- American Land Services,Inc. One Penn Plaza,Suite 3406,New York,NY 10119 CHRYSA PASQIJALONE ESQ. Tel:212.239.1000 Fax:212.239.6970 35 BANK STREET 6800 Jericho Turnpike,Syosset,NY 11791 Tel: CENTER MORICHES NY 11934 516.921.4466 Fax:516.921.3433 American La ndServices.com S.C.T.M.# DISTRICT 1000 SECTION 88 BLOCK 2 LOT 17.7 QR-20-1035 I 250.00' �1 1 MAP OF PELLICANO WOODS®10069 s LOT 3 69026'50 LOT 5 I � MON. lO —7 cc CC J0k Co O (A0 m M C) O ^ a .� U y U) D�` y 5 ui W H � LOT 4 3S VACANT z `J 150' (A N TYPICAL CLEAN OUT SLATE OR STOPPEREND SUITABLE COVE OR PLUG Lo LOT 3 O cwrA 9 is VACANT O 62.7' .i 2 :q 30'ELBOW 60'WYE d ZFLOWS d :J a C s4 e T.H.g I T.N.12 44 O ELEV. 11.0 ELEV. 13.0 55.3' BROWN LOT 2 11' DR BROWN OL . D u sILTY LOAM OL SILTY LOAM 1'0 DWELLING J W/PUBLIC WATER CL CLAY 3SAN .6,J.6' BROWN 150' / OTNDUi ML LGAMY SILT 3.0' S.T. 5 8 DROOM BROWN I SEPTIC SYSTEM MEDIUM PALE TO BROWN 1500 GAL S.T. CO�p 5.3' FINE <p (7) 1 '0x2'OEEP SW G SW TO 8.2' j .A l,0 70.0' GRAVEL COARSE & SAND I <,o l.p I-;AE'EL I,0 WATER IN WATER EL 0.8 'LL 209.90 PALE i�SWBROWT.H.gf26�50,tSIB 1T 6 FINE p O TO COARSE v Y I N 6 LOT 4 SAND iTs•RUH:�I 17' K.WOYCHUK LS 12-28-g9 05-25-20 McDONALD GEOSCIENCE SPI WATER SERVICE DETAIL ON FILED MAP 269 4D G DWELLING W/PUBLIC WATER O 52 150' 20' X 1" COPPER TUBING 9 TYPE"K'SOFT COPPER TUBING SPIKE /__.. DRIVEWAY vd � �I GRo® f—TO DWELLING F WMe� j � 2"PLASTIC PIPE PROPERTY LINE I INu.ol calm TO A. FO—YON (sal Re) FINLSH as, I WNL IfAN-YVAr � 1/1�-R.mW. s cnW.r 1/6•_ET ' I MAP OF TNVERrJ s n.,) RAYMOND JAY AKSCIN & STELLA M. AKSCIN #10838 .H Bn�rTiE MIN. P9L saute S. LOT 3 0 In 1._B. z':AND O DWELLING W/PUBLIC WATER N TAxx cRA L Z 150' USE A'DW APPROVED SEWER"PE �I 1500 GAL 3-EFF. S.T. (yI) � 100 r 4'(3'EFF.OEPiH) ME �}I woY21 ErV.GmuxO aIle LLN Sa IxAMY) 2 ZONED A-C S. MIN.FRONT YARD SETBACK:60' THC WATER SUPPLY,WELLS FIELD LSSER AND CE I LOCA ORDS DATA B ARE FROM REND RI CES MIN.SIDEYARD SETBACK:20'�TO7AL 45') AND W oATa L19TAINEO FROM OTHERS'. A j MIN.REAR YARD SETBACK:75 } AREA:90 312.97 SOFT. DF 2.07 ACRES L Ev4nav DA UN:NAVD88 UNAUMOYIZ£D ALTLRAnON OR ADDInON TO lM5 SURV£Y IS A NQIAnON OF SECnOV V209 OF THE NEW YQRR STALE EOUCAnQV UIt COPIES Of MIS SURVEY 84¢,¢2' - I UAP NOr BEARWC WE LAND SURK1T34'S ELBO53£O SEAL SHALL NOT BE CONSDERED TO Bf A VAUD MITE COPY. DUARANIE£S INDICARD HERECW SNAIL RUN QNLY ro ME PERSON TOP W110N ME SURLY IS PREPARED AND W HIS BEHALF W THE RRE CWPANY,COY£RNYENML AGENCY AND LENOINC INSnWnM U5IW HEREON,AND W ME AsSfWaS IV WE L00NO INSRTURW.WARANIEES ARE NOT WANSERA ME SIS M DIAgTl40v5 SIOWN HEREQV#—I M£PHO�£RTY LINES TO INE S—Ils—AR£E A SPEONC PURPOSE ANO USE IHEREFOR£MEY ARE MAIN NOT WTEIIDED M NONUNE lF WE PRO°ERTY Lets tR W DWDE THE£RECORD 0'FENCE£ADgiRAYAL STRUCWW W AND OTHER IRPROKU M EASELFNTS AND/OP SUBWRF CE SWUCIWES RECMDED MUNRECOPOED ARE NOT WARANIEED UM PHM—Y EmDENT IW WE PREMISES AT WE WE CK R WY SU "a�?^WN Ra l DE:LOT 3 CERTIFIED TO: WILLIAM H.TOBIN&WILLR.WRIGHT W ROAD ----------------- NOP W.RAYMOND JAY AKSCIN AND STELLA M.AKSi IN ALOANS WAY LLC DLEII:OCTOBER 4, 2002 No.10838 VALLEY NATIONAL BANK MATED AT:BAYVIEW FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC Tom EF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING,PLLC SUFFOLK COUNTY,NEW YORK �/ Professional Lend Surveying and Design FND.LOC.04-15-21 J* P.O.Bot 153 Aquebogue,New York LL031 REVISED 08-05-20 F-1220-52 suLE:1"-30' DATE'MAY 25,2020 NY,U Men(wI)za0-Lees rex(est)zW-Lass NYS MS'G N0.050882 S.C.T.M.# DISTRICT 1000 SECTION 88 BLOCK 2 LOT 17.7 Ll7 #R-20-1051 �C I 250.00_ MAP OF PELLICANO WOODS#10069 s 69026950' LOT 5 L07 3 I U1 MON. •t pm1l-No � • 10 F+ 13'5Rl 0 ISO CIO M 0 O � � O Z N � Ecd � �3 MAR 2 2 2022 Z a5w BUILDING DEPT. Y Lor a TOWN OF SOUTHOLD} o LOT 3 2 7' ^�o O a. w 4!POST IE ONCE .7 5 3' LOT 2.wW POINT A SANITARY LOCATION ,/• ON�WL aAy 1•� 'LL4' LAT. POINT A POINT , S.T. 35.5 32' POINT BEDROOM LPL. .48:5'" 38. (�'j '. `I SEPTIC Y. SYSTEM i LP2T 49' -31' �o ,G 1500 GAL S.T. UPJ 56 28' 0 p¢ 1 (7) 10'0x2'0 LP4 64.5' 24:5 41 •� 8 L'OS S�j ,70.0' TI LP5 55' ' 6 59.5' 35' ��i LP7 66' -31' - 209.90 IM,ER LW 6 .26O N LT 26 40, SPI *� SPIKE .i.�..�..�••ORN�WPy g� SUFFOLK_COUNTY OEPARTMENTOF HEALTH SERVICES APPROVALOF COtIS PUCTEDWORKS FOR A3 NGLEFAWLYRESIDe cp I Dole MAR`2 1 2022 H.S.Ref:No.R-.2(I-l n.a5 Tlnw. pd'pwd-d a vpplY -tft kmtlmh Mm j .. 09 WA, ammam i b9 mft6 u yFORADOM& MAP OF RAYMOND JAY AKSCIN & Craig Knenoer,PE Chief STELLA M. AKSCIN #10838 * _ £f1 ee c4 --• T' "�--' �. LOT 3 > LOT 1 t �n C I o N %26 ZONED F 6 2001 ZONED A-C RE WATER 6VAW.Y,RETL-R GPY5ELL3 Alm• j' MIN.FRONT YARD SETBACK:60' ..a*ft�.FFav fGiD S A1j.=.19 . ND MIN.SIDEYARD SETBACK:20'(TOTAL 45') AND OR DAIMMOC rAlwo nwm onom rp I MIN.REAR YARD SETBACK:75 i AREA:90312.97 S .FT. or 2.07ACRES acVAn0MOANA-NAVD88 644. OI I uNAunaaRaD A11LNAndv az AannW ro M9ARItr 1s A Aannov or=17M7109 IF W NEa•mx srATE EDUCAnON LAW awes W 7M SURIEY 42' 7 YAP Mr IIIE W0 ANE LAND=I WQs O®GSSED SEAL 91AL1.Nor of CCN MI)W 6E A VAIN RW E LL°Y. CUARAMIEES AVGMAMD NOilMN SMU IMf i a r IIIIME MUM FOR MOM RIE SVRLET AS PREPAI8D AO W MS SSW TO RIE 71E L ANY,WWNMLNTAL AL I`AND Mfflm MUM77LW Lnnm.MEMIA:AND ro IRE A59GM25 G°TME l0'[ DW)nronok QAARAN/EES AW wr WAN9rRAar ANE Drrsenr'GR DRIEN9W5 9101 NeREGY nW W PR W ARW:S W W SiRfA: ARE M A S CnO PVA-=ANO USE RGREPGPE REY ARE GT TO RA Wr MIWOFD MGWIMENT WE PRLFeRTY UM W W Q/IOE RIE EMVM O-ItT=ADOMONAL SRUCIURES W AND OINER aW,Pol1YFPATS.EASEYfNTS N RA Vis*_ �.L kA7ER kVN AND/GT RmSEWACE SR )IVMI RECGWRD uvRec TIDED ARE NOT WARAMEm VNIA S wlr )`EWDU M IME v18105es AT W TIME OF SVRIEY EiP' ROAD•- - RMVEY On LOT 3 - CERTIFIED TO:RORIC H.TOBIN&.WILLIAM R.WRIGHT ,. --_- YAP M RAYMONDJAY AKSCIN AND STELLA M.AKSCIN ALDANS WAY LLC FD ..00TOSER 4,2002 No.10838 VALLEY NATIONAL.BANK SIUAIED AR BAYVIEW FIDELITY NATIONAL TITLE INSURANCE SERNCES LLC ]oaM m SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING,PI.T.0 FINAL SURVEY 02-10-22f—'122 FOLK COUNTY,NEW YORK (--A / �� ProtemlonRlLand.Sacie7lnQ and Deel`c FND.LOC.04-15-21 /L__�/# P.O.BP:153 Agnebo,ae,Nom York 11931 REVISED 08-05-20 0-52 saALE;1'=30" DAIS:MAY 25,2620 11 r""^ REIM(a41)99e-lw ?a(01)m-1m MY.S.LlSG NG 0� T A Generated by REScheck-Web Software Compliance Certificate Project Tobin-Wright Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,277 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date.- Permit ate:Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 13435 Main Bayview Road Southold, NY Compliance: Passes using UA trade-off Compliance: 9.3%Better Than Code Maximum UA: 572 Your UA: 519 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,144 49.0 0.0 0.026 56 Wall 1:Wood Frame, 16"o.c. 4,214 21.0 0.0 0.057 204 Door 1: Glass 264 0.290 77 SHGC: 0.29 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 363 0.300 109 SHGC: 0.29 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,144 28.0 0.0 0.034 73 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Pagel of 9 T REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized In a separate table, a reference to that table is provided. ;Section' ,.,; . .� I_ ,. - Plans Verified Field-Verified # Pre-Inspection/Plan ReviewsComplies? . Comments/Assumptions & Req.)p Value Value 103.1, ;Construction drawings and c ❑Complles ; 103.2 documentation demonstrate - _ ❑Does Not [PR111 ;energy code compliance for the :building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complles ; 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; U "Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ;compliance with the IECC ; ;Commercial Provisions. " 302.1, ;Heating and cooling equipment Is: Heating: ; Heating: ;❑Complies ; 403.7 'sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: "❑Not Observable lapproved by the code official. ; Btu/hr Btu/hr ❑Not Applicable r Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) .'3 J Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Page 2 of 9 Section ' Foundati1on,lnspection -, __� .,_,;Complies? ���Comments/Assumption's &Req,ID 303.2.1 A protective covering is Installed to ;❑Complies [FO11]2 yprotect exposed exterior insulation ;❑Does Not U r and extends a minimum of 6 in. below ,grade. ;❑Not Observable ;❑Not Applicable ; 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 installed, ;❑Does Not 5 ;❑Not Observable: {❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2_ Medium Impact(Tier 2) 3:; Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Page 3 of 9 Section ' a -' Plns Verif�etl ': Field Verified' ' � # Framuig�/Rough In Inspection, w .Compl�es� �CommentWAssumptions &sReq.ID ValueYalue .., ,.. ...�. . a.. . .. . 402.1.1, ;Glazing U-factor(area-welghted ; U- ; U- ;❑Compiles ;see the Envelope Assemblies 402.3.1, !average). :,[--]Does Not Mable for values. 402.3.3, ; 402.5 ,❑Not Observable [FR2]1 :❑Not Applicable 303.1.3 ;U-factors of fenestration products ;" ;[]Complies [FR4]1 :are determined In accordance ❑Does Not ;with the NFRC test procedure or ,taken from the default table. ❑Not Observable . ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier "``X❑Complies [FR23]1 ;Installed per manufacturer's ❑Does Not G ;Instructions. []Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built „ ❑Compiles [FR20]1 :Is listed and labeled as meeting ;;A' :A,,�nn�❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 " ❑Not Observable ;or has infiltration rates per NFRC .400 that do not exceed code ❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not ;:and labeled to indicate 52.0 cfm ;leakage at 75 Pa. ❑Not Observable IE]Not Applicable 403.3.1 ;Supply and return ducts in attics `. ❑Complies ; [FR12]1 Insulated>= R-8 where duct is []Does Not >= 3 inches in diameter and >= Q R-6 where<3 inches. Supply and 1❑Not Observable ;return ducts In other portions of ',`: ❑Not Applicable ; ;the building insulated>= R-6 for f v ;diameter>=3 inches and R-4.2 ; .for<3 inches In diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies ; [FR13]1 .boxes are sealed with �" • ",'❑Does Not :Joints/seams compliant with %"° ;International Mechanical Code or ❑Not Observable ; .International Residential Code,as ; ' ` ❑Not Applicable applicable. 463.95 ;Building cavities are not used as ❑Complies ; [FR15]3,educts or plenums. ❑Does Not ;:, ❑Not Observable " ❑Not Applicable 403.4 _ ;HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluids ; ❑Does Not ;below 55 °F are insulated to>_R- ;❑Not Observable ;3 , ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC - ❑Complies ; [FR24]1 .piping. []Does Not ❑Not Observable ❑Not Applicable 403.5.3, ,'Hot water pipes are insulated to R- ; R- ❑Complies [FR18]2 4>_R-3. ;❑Does Not J. l; UNot Observable ❑Not Applicable 403.6 (;Automatic or gravity dampers are ! ❑Complies ; [FRT9]2 installed on all outdoor air ).�; ' ❑Does Not Intakes and exhausts. �.. []Not Observable --=J❑Not Applicable 1 I High Impact(Tier 1) 2_ Medium Impact(Tier 2) Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) .2m IMedlum Impact(Tier 2) 3 ;Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Page 5 of 9 Section Plans Verified Field Verified ;Insulation Inspection „ ,,complies � .^Comments/Assumptions Value: Value 303.1 ;All Installed Insulation Is labeled :❑Complies ,[IN13]2 ;:or the installed R-values ❑Does Not CO ;provided. ❑Not Observable ❑Not Applicable 402.1.1, :Floor Insulation R-value. R- ; R- ;❑compiles ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not table for values. [G]1 ;E] Steel ;E] Steel ;❑Not Observable ❑Not Applicable ; 402.1.1, ;Wall Insulation R-value. If this Is a: R- ; R. ;❑complies ;see the Envelope Assemblies 402.2.5, :mass wall with at least 1/a of the ❑ Wood ;ElWood ;❑Does Not (table for values. 402.2.6 wall Insulation on the wall ; [IN3]1 ;exterior,the exterior Insulation El mass El Mass ❑Not Observable (� :requirement applies(FIR ;❑ Steel ❑ Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is Installed per ❑Complies ; [IN4]1 :manufacturer's instructions. []Does Not ❑Not Observable ; []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Page 6 of 9 Section Plans Verified Fie IdI Verified Final,Inspection,Pro4lslons ", - Complies' sComments/Assumptionsk ReqValue ;Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ',❑Does Not table for values. 402.2.2, 402,2.6 E] Steel E] Steel ,❑Not Observable ; [Fill, ; ; ;❑Not Applicable 303.1.1.1, :Ceiling Insulation Installed per ❑Complies ; 303.2 :manufacturer's instructions, ❑Does Not [F[2]1 ;Blown Insulation marked every ;300 ft2, ❑Not Observable a ❑Not Applicable ; 402.2.3 ;Vented attics with air permeable Complies [F12212 ;,Insulation Include baffle adjacent ❑Does Not `;to soffit and eave vents that ;extends over Insulation. : "� >' ❑Not Observable y ;° ,❑Not Applicable ; 402.2.4 ;Attic access hatch and door R. ; R- ;❑Complies ; [F[3]1 insulation zR-value of the :❑Does Not :adjacent assembly. :.[]Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ; [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ; [FI27]1 ;determine air leakage with 1 ft2ft2 ;E]Does Not either: Rough-in test:Total leakage measured with a ,❑Not Observable :pressure,differential of 0.1 inch ;❑Not Applicable ; :w.g. across the system including ;the manufacturer's air handler Ienclosure If installed at time of test. Postconstructlon test:Total leakage measured with a pressure differential of 0.1 Inch Iw.g.across the entire system ;including the manufacturer's air ; (handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [F14]1 :cfm/100 ft2 across the system or ft2 ft2 :❑Does Not i<=3 cfm/100 f:2 without air ; ❑Not Observable handler @ 25 Pa. For rough-in ; ; ; (tests,verification may need to ; ;❑NotAppllcable :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [F124]1 by manufacturer at<=2%of " W ❑Does Not design air flow. ❑Not Observable []Not Applicable 403.1.1 i;Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable ' rinitially set by manufacturer to ; code specifications. ❑Not Applicable ; 403.1.2 +;Heat pump thermostat installed ❑Complies ; [F110]2 :,on heat pumps. ❑Does Not ❑Not Observable ; ❑Not Applicable 403;5.1 ';Circulating service hot water = ❑Complies ; [F[11]2 ;systems have automatic or ;< ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Page 7 of 9 ^ , P11 d pt IS 4,P3.6.1 ",flAll mechanical ventilation system [F125:12. Afans not part of tested and listed E]Does Not -'j",HVAC equipment meet efficacy '�Iand air flow limits per Table E]Not Observable I E]Not Applicable 403.Z Hot water boilers supplying heat Elcomplies IF126]2'.- Mrough one-or two-pipe heating -4,SY51 ems have outdoor setback E]Not Observable control to lower boiler water emperature based on outdoor Applicable 511, 403, r circulation systems E]Com plies ,have a circulation pump,The E]Does Not ?system return pipe Is a dedicated ',i, 0 L", 'K E]Not Observable i,return pipe or a cold water supply il1'1�1�livl " 4 " ­,.%­, E]Not Applicable '.1 pipe.Gravity and thermos- 'qsyphon circulation systems are X ent.Controls for ,not pres kirculating hot water system with signal pumps start the pump water demand v Jor hot vithin the occupancy,Controls 'Aautomatically turn off the pump 1,,wnen water Is In circulation loop �ls at set-point temperature and "1", .611,111 P.no demand for hot water exists. 403 51, Electric heat trace systems Complies [Fl" with IEEE 515.1 or UL E]Does Not 515.Controls automatically []Not Observable 1 adjust the energy input to the []Not Applicable ,heat tracing to maintain the 1!desired water temperature in the 403.5.2.,- Demand recirculation water OComplies systems have controls that E]Does Not .;:manage operation of the pump []Not Observable J,and limit the temperature of the ble ?,water entering the cold water 403.5.4 Drain water heat recovery units ElComplies 03,11 in accordance with CSA B55.1. Potable water-5ide 0Not Observable pressure loss of drain water heat able recovery units< 3 psi for al units connected individu to one or two showers. Potable water- pside pressure loss of dr 1:heat recovery units<2 psi for Individual units connected to "three or more showers. 404.1 :90%or more of permanent Complies (F16]1 :flxtures have high efficacy lamps. s Not E]Not Observable E]Not Applicable :,.,Fuel gas lighting systems have omplies no continuous pilot light. Does Not 0Not Observable E]Not Applicable 401.31 Compliance certificate posted. Elcomplies [F177 A LiDoeS Not E]Not Observable E]Not App licable I High Impact(Tier 1) 1';2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Datafi|ename: Page 8of 9 Section,. Plans Verified Field.Verified #= Final Inspection Provisions Complies? Comments/Assumptions &Req,ID' Value Value . 30,Y_-- Manufacturer manuals for ty u, ❑Compiles [17118]3 ,. mechanical and water heating ;" ❑Does Not }systems have been provided. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 " Medium Impact(Tier 2) :B 1 Low Impact(Tier 3) Project Title:Tobin-Wright Residence Report date: 11/10/20 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 28.00 Ceiling/ Roof 49.00 Ductwork (unconditioned spaces): Glass& Door Window 0.30 0.29 Door 0.29 0.29 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments 0 (\j 45 6 E C, CO SITE PLAN z SCALE: 32" = 1 1-011 LLJ 5CTM: 1000-88-2- 17.7 Information taken from survey prepared by C.�-N 1 KEEP Kenneth M. Woychuk Land 5urveyincj, , PLLC S'—D V D\,- 0\ S:T E Aojuebocj,Lie, New York 70 dated May 25. 2020 revised August 5, 2020 ------- SILT F.' (;Orl;lPi[-JOU5 UA �Oo!69 t-I CIF D 11 Alice PROPERTY AREAS: No Exi5tincj, Lot Area: 90,3 13 s6l.ft. MPp of Uj! < Fror(05ed New House: 33635q.ft 0UJ (withporch,05 * deck) UJ< U)LJ 0� uo� 0 < Cf) 03 TOTAL LOT COVERAGE: 3.72% > LLJ Area of Construction Includes: 0 E New House w/ Garage PO O 0 New front Porch � Rear Covered Porches New Rear Deck , 50 Extent of Construction: 3363 5q.ft. o z N Extent of Land Disturbance: 03 4-1 6 1 1 '800 5q.ft. CID C2 75 0 FLAN VIEW 0 Including: Structure, excavating, septic, utilities, etc. *TO DE CONTAINED BEHIND SILT FENCING OA 3 LU AT LOWER CONTOURED AREAS o00 0 PnIL STn,;KF 11 E IMUG JJ 0 EXrA �TIDN*ffr)Lj�,'�ATIC)[� __j �, O COHTPUCTICH TO]f PE119TRIBUTEP APOLJIII�HOUSE EXISTING GRADE LLJ i-- '�n 25 5' cl�0 J101,AFI�,OVALIO PA,3UILL ROAD 16 C) PROPOSED LL 0 GARAGE GF(10.5) Ln LLJ __j CONSTRUCTION ENTRANCE -TEMPORARY > 16 RUNOFF NOTE: CONSTRUCTION DRIVEWAY TO BE RCA 0 SILT FENCING BLEND G" ABOVE GRADE ft- 0 Gutters continuously around; 0 Leader locations 35 per -14 RAISED DECK ❑ It < A n5t3IICr - 311 leaders drain to C) 25.8 -0 Q (6 SECTION DETAIL C�s PROPOSED 21.0' 41' 0 PVC pipe to new drywe115. cr� 2 STY FIRM. 0 o DWELLING (N cc 00 5 BEDROOMS 0 UE A CL EILT FENCE SITE PPOTECTIOIq, FFL(12.0) 6.0' T 151f;NITAILEDFRIORTC, THE START Of COI15TRUCT[CIII RUNOFF CALCULATIONS: C�- 8' 14 0' 16 3332 x . 167 x 7.5 = 4173 5J3110115 of runoff 11.2' 16 2 1.0' A C3 TEMPORARY CON5TRUCTION ENTRANCE NITS @ (1) P-O"x 5'-0" 0 capacity = 300 gallons0 CLEANEKIT C" 4173/ 300 = 13.9 FINIII-EPE' NFWAYFR MEHTFAII, TO PLPLA',, LEPGI�J�,- T Runoff Containment Reo,uirC5: S, APPPQK LOCATION (2) 6-0"deelp x &-0" 0 ring OR equal OF 5CIIH5 APPROVED LU SEPTIC`IfL1)A-,DE51C-'JEE L ffWJLTH WDYCHM PI LC (providC5 4600 total capacityl) IJSTFIJCTInIl'5TASINGLf) C4-r LTE WASHOUT PIT N L.P, L.p. P, L.P. 0 R/ PARKING AREA RUNOFF CALCULATIONS: -i-- 5-011 M T.H./{1 T.H.#2 p L.p. L.P. L.P. C. t 0 C. LLJ 10 832 x . I G7 x 7.5 = 1042 gallons of runoff " 6 0� T 7 ILL- ELEV. 11.0 ELEV. 13.0 LLJ p E-Xp IS_ (1) 1'-0"x 5'-0" 0 capacity 300 5jaliO115 BROWN DR BROWN N OL OL 1.0, 7 SILTY LOAM SILTY LOAM .6�' a-/ N 0E)I 1042/300 = 3.4 BROWN — GRADE 0 < 2�17 LL CL CLAYEY 3.6' 1-- Runoff Containment Requires: BROWN Z' ML LOAMY SILT 3.0' SAND �z (1) 4'-0"deep x 6'-0" 0 ring — 0 QD p VA. BROWN < (provides 1200 total capacity) MEDIUM PALE ') 0 BROWN �v L TO /7 'F%10�,EF,2' 4 MIN SAND FINE 77-�"FI IN SW CO D ARSE 5.3' SW TO 8.2' WAFER LINE DRIVE APRON RUNOFF CALCULATIONS: & GRAVEL COARSE BELG LK, CGR9 4 SAND CCII15TIUCTION TPUCIf5, I �S37 x . I G7 x 7.5 = 798 gallons of runoff EQUIPMENT,TOOLS.ETC, ro DRIVEWAY EVRANCI]PROPIP-,HEFf WATER EL 1.0 @ (1) 1'-0"x 5'-0" 0 capacity 300 gallons WATER IN WATER IN WATER EL 0.8 0� SW SAND PALE 798/300 = 2.G & GRAVEL BROWN 6' FINE % ZONED A-C Runoff Containment ReqMIN. FRONT YARD SETBACK: 60' uirC5: TO PER5PECTIVE VIEW (1 COARSE -6 MIN. SIDEYARD SETBACK: 20' (TOTAL 45') (1) 3'-0"deep x 0 ring SAND N66sp K 0 CD MIN. REAR YARD SETBACK: 75 -- (provides 900 total Capacity) 17 '0 . C) ROOF GUTTER K.WOYCHUK LS 12-28-99 V 05-25-20 McDONALD GEOSCIENCE STORM WATER $ SITE MANAGEMENT NOTES: ON FILED MAP 3G" MINIMW1 2 x 21101-15E FENCE 7051' BEfORE BEGINNING ANY CON5TRUCTION OR CLEARING, A CONTINUOU5 VAP LINE Of 51LT 5CREEN fENCING 15 TO BE 5TAKED AND IN5TALLED TO THE LIMIT Of CLEARING LINE. THE FENCING 15 TO BE MAINTAINED, REPAIRED or oo Qi'D WOVEN WIRE FENCE CLI REPLACED A5 NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. LEADER (G x G - 10 / 10 WW,,--) LLJ • SILT SCREEN 5HALL BE RECESSED BY TRENCHING G" INTO THE GROUND. SIP FILTER C LOTH • ALL GUTTERS t LEADERS SHALL BE TRENCHED TO DRYWELL5 FOR 0 LLJ RUN Off CONTAINMENT. P OF C'M 8" s C) MPS P\Y\s p C)B3 EXTENSION SLOPE • ALL AREAS Of 5011- DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE LLJ a/— PERENNIAL GPA55 $ MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION � SLP�A MOf THE CON5TRUCTICN PROJECT. If SEEDING 15 IMPRACTICAL DUE TO THE p, C 1 R >- TIME Of YEAR, TEMPORARY MULCH SHALL 5E APPLIED UNTIL SEASON CHANGE. DE EMBED FILTE-F, CLOTH GKADE F) IF MIN, G" INTO GROUND • CONSTRUCTION ACCE55 AREAS TO BE RA15ED SUFFICIENTLY AT THEIR SITE 4��M 150' 50 ACCESS POINTS Off THE EXISTING ROADS, TO PREVENT RUN Off Of WATER, T FROM BEING D15C DEBRIS AND 5EDIMEN -ARGED ONTO THE ROAD. Orr NOTE: O( Df2 /%/%//, MAXIMUM DRAINAGE AREA 12 1�71 Iff �'� .1 /\ 112 ACRE 100 LINEAR FEET 0 PRECAST -ONCRETE 5ECTION DETAI L 1EACH1 RING 8'-0`0 x DEPTH CALCULATED TYPICAL LEADER ELEVATION SECTION Not to Scale OF No 51 LT FENCE DETAIL5 NTS YO RUNOFF NOTE: A4,q Gutters continuously around; Leader IOC3t1On5 35 per r5taller - all leaders drain toPAGE: CLEAN SAND 1- GRAVEL 4" 0 PVC pipe, to new drywelb. 4Y 644.42' . WATER MAIN 0 05 MAIN BAYVIEW ROAD 5 1 to Al TI-F,JT,1(',\iC7'F7 AC t7!T10f\J TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW pleo Tobin - Wri4 ht I_- q) N 0 � om >, jZ N � PROPOSIED NEW HOusE u w APPRO ED AS NOTED p DATE: dB.FP.#-45, 4)r I x4 FRIEZE BOARD WITH — - --- - ---- --- _ _- - - - — FEE: N05E 4 COVE MOULDINGS _ - NOTIFY BUILDING DEPAR TAT WITHIN GABLE ENDS — -- — -- --- -- 765-1802 8 AM TO 4 PM FOR THE -- __-_ - -- FOLLOWING INSPECTIONS: _ - - - --.--- 1. FOUNDATION - TWO REQUIRED INTERSECTION OF BOARDS _..____- - _-- - --_---- FOR POURED CON RETE -- 2. ROUGH - FRAMING & PLUMBING ARCHITECTURAL A5PHALT - - ------- ---- - ----- - -- _- - SOLATION ROOF SHINGLE ---- -- ---- ---- - - ------ .------ ------- - -------- - --_.. _- - __--__._-- -- -- 4. FINAL - CONSTRUCTION MUST - --- - BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE E - — - - I --� - — ---- - _ --- --- REQUIREMENTS OF THE CODES OF NEW � _ _ - _ co TN UOUSLUY AROUND; __ - - - -- - --- - _ -- YORK STATE. NOT RESPONSIBLE FOR > o 6°HALF ROUND AROUNGALVAD; DESIGN OR CONSTRUCTION ERRORS. LEADER LOCATIONS AS PER ANDERSEN 400 SERIES a� WINDOWS, WHITE EXTERIOR - - - INSTALLER FINISH w!DIVIDED LIGHTS A5 O z N SHOWN ON ELEVATIONS ap I x,5 AZEK FASCIA*VINYL VENTED - _ BEADED SOFFIT; OVERHANGS - - -- - --- AS SHOWN ON PLAN --- - - _ _ _ A3535 COMPLY WITH ALL CODES OF o � a o - HARDIE a'LAP SIDING AROUND NEW YORK STATE & TOWN CODES - PROVIDE WHITE AZEK 4 x 4' - cx+s LCI.s Jans cxis IIICX15 JIcxls _ _ cxrs cx s cis SIDE AND BACK OF HOUSE; AS REQUIRFa A ID CCNDITIONS OF CASINGS w!DRIP EDGE AROUND ALL -- COLOR AS SELECTED WINDOWS*DOORS; A3535 LU WINDOWS TO RECEIVE 4 x 40 - — -- -- - _ L y r, �I� +tiCAR (S) HISTORICAL 51LL(TYPICAL AW 4°x 4 AZEK COKNERBOARDS -- - -- - �_ ° Z - --- - - ------ 5'EXP. BEVEL LAP CEDAR SIDING �--- I A3535 _ - ON FRONT WALL*WITHIN N - -- - RECESSED ENTRY PORCH W z HARDIE BOARD*BATTI=N 51DING ON FRONT GABLE 4 SIDE; Axza+ Axza+ _ � U COLOR TO BE A5 5FLECTI D O - - __ -- - -- W Q 0 > c+3s _ _ OCCUPANCY OR ° z !x 16 RIBBON BAND w!'J'CHANNEL - -- 0 - - - nx25r Ax251 AT BASE OF 04B SIDING - -- -- - — USE IS UNLAV�i�F.� 0 O C.155 cx+ss cx+ss on ss V'VITHOU�- CER I l► A � AxZa+ Axes+ -- OF OCCUPANCY —fill 111111 11111 INSTALL I x2 CEDAR TRIM — _' �' -� > I u=i IBJ I L_11 I—_J_ _ _ DRAINAGE INSPECTIONS ARE REQUIRED AT EACH 51DE OF RECESSED — — Contact TOS Engineering at 765-1560 before WALLS FOR SIDING BUTT Backfill,OR Provide Engineer's Certification CORNERS that the drainage has been Installed to Code. L in „ u? 0 u� FRONT ELEVATION W - - SCALE: '-' = TRUSS PLACARDIING REQUIRED 1I' O° t>_ U-1 N `o Q } 3 S z ELECTRICAL U INSPECTION REQUIRED z �' PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANG)' �.,� Must Provide is w ro Manua. w s, , D, J and S as per SOLDER USED IN WATER NYS Energy Code SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. s IV r n .k ,. Blower door tPLUMBINC and ductwork ALL PLUMBING WASTE &WATER LINES N.',,'-:D . . testing required. Tt 'ING BEFORE COVERING p 4 } All exterior lighting o z Installed,replaced or repaired shall conform U � ?• .. to Chapter 172 Q w{ DO NOT PROCEED WITH ''FRAMING UNTIk.SURVEY of the Town Code �. .__ 1OF FOUNDATIQN LO ATION Ak HAS SEPN`A,PPROVED. p.. .. ,x .. a ISO Nfyl,Y o�Pg J Mq2�� O� „ o PAGE: 0, CoA • o5�aCO IOFFS S I ON P�- UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW O Q) N ZS < LLJ _j U-J n C) ED 4 CX 15 -—--------- C\] TO ALIGN vd TOP OF [)Oop - ------------ 4-1 C) 7�1 cx 155 1070 rscici I -7 1 1-1 —i El I M I M I __M 1=I I 1=1 I 1=1 I I-- RIGHT SIDE ELEVATION 5CALE: ) '-0" LIJ L? C) r� Ln cl/ U-i LL_ Lu N N �z FASCIA HEIGHTS TO ALIGN AROUND ALL AREA5 Of UPPER. ROOF LINE; ADJUST OVEl"JIMG MAF1151ON-9 ACCOPRNGLYAS SHOWN Lu 51' ff_XF. 151VIL LAP CEDAP,SIDING ON FRONT WALL $ WITHIN RECESSED ENTRY PORCH —- ------- cx 11 CX15 tcx,5j 1,Y CHANNEL @ VERTICAL HTER'ECTION Of BOARDS Lu FT (7) m 3� LLJ X 4 AZEr,CORNIRECAKD5 LLJ 1ARL"it BOARD $ BAT TEN 7i L 12 51DI1,1S 014 fPOt!T GABLE SIDE; O CX 135 CX135 CX135 C,DLOR TO ff E A5 5ELECTED 77 I I x 1 G R'15F�ON 15AND w/ " " HANNEL 2570 JC AT DA51F OF 1545 51DING 9080 9080 L_4LL MUDKOOM ENTRY- MUDROOM ENTRY- POURED CONCRETE ENTRY THEKMATRIJ FULL VIEW DOOR; THERMATRU FULL VIEW DOOR; STAIRS TO BASEMENT vv/ ,5"xG CEDAP, DECKING 0 IV 4 4 xG CEDAR DECKING WHITE COMPOSITE RAILING J. 0 DRIVEWAY SIDE ELEVATION 0 PAGE: 5CALE: I ,-o,, 4 570°y AR�FESs Oft PN' 2 ALTI-FATION OR AI)L,-)I','ION TO Tt­I/3 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW C) REScheck Software Version 4.6.5 Z3 Compliance Certifi J to C; LU Project. T n- right- Residence C) (0 C) CD Erergy Code: 2 15 1cc S! U :KNow York Cons-_-.iction Type: Singlearnily Froi Type: New Co\nartrulction CanditiDne d noo r Area: 4,277 ft2 G!az,'n Area 15% clirnis!e Zone- 4 (5572 HDD) Pert Date: Fe*,--rtNumber Construction Site: Ovinerf _en'L-: DesignerlContractor: 13-'35 Main Beyview Read E 9 0.40 Your:'_7P0,Z. O 29 rules. C� Envelopc_- Assemblies —------------------- 7`777 C 0 0 < O Floor I- AI`-Wood Jais-67noss:0,ver Unconditioned pace 44 2B4O 0.0 OM4 73 Wall L Wood Framie, 16'o.c. �14 21,0 0 00 0.057 204 U_J e with Lmil N�� ;iw - Whdr.w 1,V�my!fFberglass Fra-ne:Double P 3 O.S00 30 (S) 5 4 G XI-11: 0-23 =) Dour 1: Glass 264 0.290 77 ':��IGC: 0.29 r F ra e r Unconditioned i__crTru_ LLJ het 1: 'at Cel�r.g or 5 ccissor Trus 2,114 4 Z9.0 0,0 0.026 5S, Ccmp,'9&rce Staterrent: The prop sed wilding design desceh-ed here is corsistent-wWi the\bucild-i-i9a rp,ars, soecifications, ard 0the- C) calculatens submitted%%,--t� the proposed building has beer, designed to Meet 015 JECC req j�frernerts in LLJ o < F.,EScheck Versior 4.6.r_,and -tto. ornply with t�.e mandatory requirements 1--sted in the REScheck Inspectio -1hect-Ilist. (S) > C) OL_ fume -Tit re Signature D e C) DZ LLJ Froject Title:Tobin-Wright Residlerce Report date: lDf2G!20 tL Data filename-. Unfifledxci, Pagel of 9 0 WINDOW WITHIN BATH AS 5HOWNI ON PLAN; HIDDEN IL/ R/ BEHIND ROOF LLJ LL_ LU ANDERSEN 200 SERIES N FERMA5hIELD STATIONARY N DOOR PANELS; WHITE, NO DIVIDED LIGHTS Id 4- ANDER5EN 400 SERIES -4 --- ---- ------- WINDOWS, WHITE EXTERIOR A41 FINI511 wl DIVIDED LIGHTS AS --- SHOWN ON ELEVATIONS CXW 15 CXV,'I 5 CXV1,1 5 -- -- --- ----— -— -- -- --- - --------- P5436 I IS P5436 1 15 P54361 15 P54361 15 J HARDIE BOARD BATTEN T ---- -------- SIDING ON WALLS UNDER OVERHANG CEDAR FFKGOLA LU GxG POST, WRAPPED WITH I xb ROUGH SAWN CEDAR wl I x4 CAP t BA5E DETAIL, LLJ TYPICAL ALL COLUMNS SHOWN C) I I (Y) LU 2e70 LL2 C 7 10 P543,505 5 F543805 P543805 '543& Q) I�=M1 :L 1-11 7- M�� -L= -LiL 13ACr\ ELEVATION ------- SCALE: ill = 11-01' OF NC 4 J A1'4 Ar PAGE: 095 r opR0"Essliovx 3 LL-,AL F,Ai JN OF,A:?PITION TO Td/5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 71'-0" -- ------------- N a SC TIOG —25'-6"-- — -- --- — z L B N N PROVIDE 51MP50N PHD5 0 0 �i HOLDDOWN (TYP. 2) � z N = -- ANCHORS AT ALL CORNERS cn Q z THROUGHOUT CJ N ' s" DIAMETER ANCHOR 13OLT5 W/ 7" MIN. DEPTH @ 48" O.C. z Lu LOWER FOUNDATION WALL W/ MIN. 3"X3"x7'" WASHER @ PLATE Q HEIGHT AT DOOR OPENINGS (1- •. �❑ OcnC, tfl m – o = l0'-2" GARAGE j 4" POURED CONCRETE SLAB N ON COMPACTED FILL WITH W.W.M. GxG/ I Ox 10 GAUGE WIRE - _ (TYP. ALL AREAS WITHIN GARAGE) --0-4"- N N PITCH FLOOR 4- 24"x24"x 12" POURED CONCRETE FOOTING N FOR COLUMN WITHIN r L GARAGE FIRST FLOOR AREA - I- °o G"X G" POST ON 12" U 4"X 4" POSTS W/ 2"X 2" PROVIDE SIMP50N LGUM26 2 SONOTUBE W/ POURED O 0 O C BALUSTERS t CAP RAIL; CONNECTOR BOLTED TO FOUNDATION CONCRETE FOOTING Q O COMPOSITE RAILING - . �— WITH R/1'O C PERGOLA HD ri"X 4" BOLTS, TYPICAL ALL - E SYSTEM N GIRDER/FOUNDATION CONNECTIONS POSTS CONTINUE UP AS ° FRAME FLOOR STRUCTURE -- -- --- - w _6, W - CRADF Q_/ C) 8" POURED CONCRETE O 7 8 ACQ DJ O Q FOUNDATION WALL v 16 C OUTLINE OF DECD,ABOVE; -� cv PROVIDE I x 10" RIBBON BOARD Luz � #5 REBAR @ 12" O.G. BASEMENT x O C NTINUOU5LY AROUND OUTSIDE112'' z Q Q 8'-7 112" 8'-7 1 12'' 8'-7 I/2" 4 ) — #5 REBAR @ 12" O.C. ENTRANCE N p ` CRAWL SPACE o Q (VERTICALLY) N � ".: @� UNHEATED, INHABITABLEit-It: � — #5 REBAR @ 12" O.C. 3'4" O c o �� �� 2-2x 10" ACQ GIRDER O O X 6 POST ON 1 2 N 4` ONOTUBE W/ POURED o ONCRETE FOOTING 3'-0"X 8" POURED 0"X 20"X P-011d. sE TION o =17 secrlor, CONCRETE FOOTING — • ' � 25'-6" ON COMPACTED FILL 5TA1 R WALL DETAIL STEP FOOTINGS WITH 4 °Ln WALLS INTO CRAWL secrlora 2x 10" ACQ LEDGER BOLTED O n 4" CONCRETE SLAB v = C TO HOUSE FRAME WITH 5" v A PITCHED TO CENTER FOR SCALE: �" = I '-O" PROV. EPDXIED #4 STEEL 4'-0"x3'-0" ACCESS 03 - LEDGERLOK' SCREWS I G" O.C.; Io `Q DRAINAGE REBAR HORIZONTAL 12" O.C. INTO CRAWL SPACE11 @ @ �- . N d(1) HANG D.J. FROM LEDGER WITH �i (3) G X 6 POST ON 12 INTO FOUNDATION WALL � ALL SIMPSON LU25 CONNECTOR 7p - -- _; -----_-.-.-__. _ �_o / POURED AREAS OF ABUTTING WALLS _- .�"� CONCRETES FOOTING WITH FOOTINGS - - -- -- - --- - - - 20' X 20 X 8'" T �.' _ (TYPICALDECFOOTINGS) LLJ POU ED CONCRETE P• -- -- - — - - ___ -= _ - =2 ^x I 0 ACQ GIRDER ENTR STAIRS n OLn Ln NUM�EP,OF TRED5 TO BE V RIFTED IN FIELD BAS D o v o � LLJ ON E I5TING GRADE -' SECTION W ' i o �— -- - - -- - ---- - secDroN 4"X4" POSTS W/ 2"X 2" : ' v D � -- .--- --- ° Q } O PROVIDE BRIDGING BALU TERS * CAP RAIL; � v '_ _ •: 3 + THROUGHOUT ENTIRE - ---- — ---- -- --USE OMPOSITE n RAILING SYSTEM FLOOR SYSTEM, 8' 0" O.C.; y T*G PLYWOOD SHEATHING ABOVE, GLUED SCREWED I U v STAIR U z V FOUNDATION WALL LEGEND: DerA1 uP _ o I1 BASEMENT 0 DOUBLE JOISTS l!fdDER -r--r� 8" POURED CONCRETE FOUNDATION WALL w/#4 UNHEATED, INHABITABLE N \o�o � 0 8'-0" HEIGHT TO UNDERSIDE Of JOISTS ALL PARTITION. RUNNING I REBAR @ 1 2 OC BOTH DIRECTIONS; KEYWAY c� PARALLEL (TYP. ALL AP.EA.S) 1'-8" X 8" FOOTING; PROVIDE 2- #4 REBAR WITHIN �,_/ io y , m - /,5'- �- 9-s° 8' to 9n c" �I a'-1osnE°� 68 FOOTING. 8'-0" WALL HEIGHT; DAMP PROOF FIBERGLASS DRYWELL �I Lu PERIMETER OF ALL AREAS W/S EEL REINFORCING; 7. - ~ Lu PRO IDE 4" P.C. SLAB, m o �-r 8 POURED CONCRETE FOUNDATION WALL 4,_8„ _ II 1o�nc" P .OVIDE BEAM POCKET IN ° - u PITC ED WITH DRAIN N WITH KEYWAY$ 1'-4"X 8" FOOTING; PROVIDE COLUMN FOOTING F 'UNDATION WALL: SIZE `� 2- #4 REBAR WITHIN FOOTING. FOOTING DEPTH �— LOCATED UNDER POST 2'8 30G8-PROVIDE INSULATED A REQUIRED TAR ALL m w MINIMUM 3'-0" BELOW GRADE WITHIN WALL A50VE - -- - DOOR WITH SELF CLOSING m q fDE5 (TYP. BOTH ENDS) EXHAUST TO r HINGES t DOOR SWEEP 2x4 ACQ STUD FRAME ON FLAT ALONG EXTERIOR -1 c 3- 1 1 Z" LVL GIRDERIn PERIMETER OF FOUNDATION WALLS @ IG" OC. - --( — --- -_� -IL _ __-- _ ____ I — — _ -_ PROVIDE 2" RIGID FOAM BOARD INSULATION J j WITHIN BAYS 2' DRYWALL TO FINISHED SIDE; SEAL AREA FOR - CONCRETE WALLS w/ MOISTURE BLOCK PRIOR TO I MECHAf 11CAL I FRAMING EQUIPMENT ! N 3 2 DIAMETER STEEL (ALLY i_p w COLUMN BURIED INry 4" POURED CONCRETE SLAB 2x4 STUD FRAME PARTITION TO UNFINISHED :o. k n ON COMPACTED FILL - ALL z 24"x24"x 12" POURED - ss.o, STAIR FOYER _ AREAS OF BASEMENT CRAWL CONCRETE FOOTING, TYP. Q. a BASEMENT. PROVIDE R-15 INSULATION WITHIN cn F n, IL �_ v AND 2" DRYWALL ON FINISH SIDE OF FRAMING 00 � ALL SHOWN n 1 0• — m •cG <, w w N Lu [� FRAMING NOTES: as`� m y F j m = SC PEWELL WINDOW CD N N FLUSH DOUBLE JOISTS o � r _ WELL SYSTEM by BILCO, a O APPROVED EQUAL. • DOUBLE JOISTS UNDER ALL PARTITIONS -- W UP LOCATION OF TRAP } RUNNING PARALLEL ELECTRICAL -- j ---WAS€ G+ TIEP,5 TO GRADE AS 3 • PROVIDE BRIDGING THROUGHOUT ENTIRE PANEL NEEDED Q FLOOR SYSTEM, 8'-0" O.C. z • "TSG PLYWOOD SHEATHING ABOVE TO � x IC"ACQ LED C,rdDF P:: Pi p BE GLUED and SCREWED N - °N U LOCATION OF NEV • INTERIOR DOOR TO RECEIVE 2- 2x8 HEADER _ • EGRESS WINDOWS TO HAVE MINIMUM 3- 9 z" LVL - Q - II }:+ A J✓E z WATER SERVICE ! o o Q HEADERS; BASEMENT WINDOW TO BE 3- 2x8 ACQ cp - !1r;1.,``tD r i-o ^ o Co f•, J_>A5 PEf:CODE THESE WALLS FRAMED c� aU ` ° TO UNDER SIDE OF • 4" POURED CONCRETE SLAB ON COMPACT FILL c • PROVIDE R-19 BATT INSULATION TO UNDER SIDE OF SUBFLOOP�; COMPLETE w/3" ROXUL FIRE - —I °.• 'I FIRST/SECOND FLOOP� 2-2x 10" ACQ GIRDS o LANDING BARRIER INSULATION °. . PORCH ABOVE G..X 6" POST ON 12" • . - -- — - 7-0^ - SONOTUBE W/ POURED -- -j� CONCRETE FOOTING 20"X 20"X P-O"d. 'CENTER LINE OF HIS P VIDE 5IMP50N LGUM26-2 FOUNDATION JOG TO CO ECTOR BOLTED TO FOUNDATION E OF NE(1, secrloN I secrlou nuu SLP YO B DETERMINE GABLE TEN HD 8'X 4" BOLTS, TYPICAL ALL RAFTERS AT ROOF �' S Mq �`r I ER/FOUNDATION CONNECTIONS �k PAGE. --- 57-G" FOUNDATION PLAN AROFEssI,oNP�-� ------ --------- SCALE: ,�" = I ,-o,, -------------- U^J 1UT 1 Jr:i'FD ALTF_F,A710I,.'OR ADDiTiON 7-0 TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW SECTIO" B WINDOW AND DOOR SCHEDULE O L 25'-G" CLEAR GLA-95 EFFECTIVE PRESSURE N DESIGN DP RATING QUANTITY SPECIAL NOTES � 4- SYMBOL MODEL NO. WINDOW TYPE u ON OPENING AREA WIND AREA ZONE PRESSURE o 0 N v W I CX 1 5 CASEMENT 9.8 10.4 ^C _ 1 7.=I -2.2.0 50/50 15 EGRESS; I TEMPERED -9 Q z m ! 7.4 22.0 40/ 0 7 N NOTE: W2 CX! 55 CASEMEPJT 10.7 I I .3 ='C 4 PROVIDE WIRING FOR OVERHEAD 2xG CEDAR LEDGER GARAGE DOOR AS PER BOLTED TO HOUSE v W3 A3535 AWNING I .G b. ' 4 ;8 - 19.0 35/35 3 VERTICALLY MULL UNITS; NO GRILLS MANUFACTURER SPECIFICATIONS IN ACCORDANCE WITH THE W4 AX28 I AWNING 1 .2 5.0 C 18.2 - 10.0 35/35 6 VERTICALLY MULL UNITS; NO GRILLS O W5 C135 35 CASEMErJT 4.G 4.9 -1 8.2. - 1 9.0 50/50 2 NO GRILLS J w R _ _ GxG CEDAR POSTS Q N KK STAT uO ANCHORED TO FOOTINGS WG C 1 5 CASEMENT 7.00 7.5 1 C S 8.2. -24.0 50/50 I o o m W7 CXW 1 5 CASEMENT 7.5 7.9 C' 1 8.2 - 10.0 40/40 3 MULL UNITS 0 o dU F1 I W8 A4 I AWNING 2.00 5.9 ;? ; 8.2 - 19.0 35 / 35 2 TEMPERED IN SHOWER; NO GRILLS N - W9 CX 135 CASEMENT 5.4 G.8 0 8.2 - 19.0 35 / 35 3 MULL UNITS O 2 2x 1 O CEDAR GIRDER �n N - FLANKING POSTS W 1 O P543805 PANEL - 28.8 1 G.3 - 17.0 45/45 4 PERMASHIELD STATIONARY PANELS BOLTED THKU Wit PS43G I 15 PANEL - 22.1 - 17.0 45/45 4 PERMASHIELD STATIONARY PANELS PROVIDE S�"JIBE FPJD ri 7 T_ _T DETAIL DI 4080 HINGED ENTRY 4 1 CUSTOM - TO BE DETERMINED G'-G 112" - - _ _ D2 2670 FULL VIEW DOOR 14.02 8.69 O <� 2 THERMATRU; NO GRILLS 3- I I " LVL DROPPED HEADER D3 3070 FULL VIEW DOOR 1 7.34 1 1 .45 20 4 2xG CEDAR PERGOLA I THERMATRU; NO GRILLS N - - - 4 JOISTS @ I G" OC D4 2870 FULL VIEW DOOR 15. 13, 9.G I o <J I THEKMATRU; NO GRILLS O - - . - - - PROVIDE SWIRL END GARAGE _ _ - -� DETAIL TO MATCH ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED GIRDER 42 3 2' DIAMETER STEEL LALLY OUTDO17 -OR PERGOLA I WINDOWS TO BE WHITE EXTERIOR, WHITE INTERIOR, TRADITIONAL SERIES LOCKS t HARDWARE 111 Vv'HITE I-11ll__ll APJi! 1701 L 1XTERIC-'R SCREELIS s COLUMN BURIED IN _ - I x2 CEDAR TRELLIS SIMULATED DIVIDED LIGHT GRILLS BETWEEN GLASS WHERE SHOWN, STYLE TO BE 3 HIGH ONLY 24"x24"x 12" POURED @ I G" OC ON FLAT N CONCRETE FOOTING _- - CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B E asp. 3-4 I --- I COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER 0 _ TABLE R 30 1 .2 (4) A OF THE NEW YORK STATE RESIDENTIAL CODE. - - - NG WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABL E E/3' OL? ;'TRUCTJRAL PAHEL-5 z N " WALL OPENINGS INCLUDING Wr;J 39'-0" 02x 12'oADERS ABOVE 2668- 3'D" DOORS W1 OWN o'-2" WITH MAXIMUM OF 8-O"SPAN. FASTENERS FOR SPANS UP TO 6-O SHALL BF 2 /2 # 8 G✓OC'I"J ;;CF:FV'= AT I G"O/,_ FACTFIlf-RS O a cp n 10' - � R U TO (51-0"SHALL BE 2 1/2" #8 AT 12"O/C. TABLE 30 1 .2. 1 .2 t- C520 STRAPPING PROVIDE 45 MINUTE +, FIRE RATED DOOR WITH = ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED. ANY MULLED UNIT' M11',l Pr1;"ET OK EXCEED � Q � C) SELF CLOSING HINGES 4 m DOOR SWEEP " 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OFFH111 ' UL3_Ti,AT[_. Al L FXTFRI"_;R N 8'-2" UP GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDFFITIAI COI ISTFIW-Tl f l i; DF-. =,IEEE w, 256REFER-I O SECTIOPJ K I G09. 1 .4 FOR ALTERNATIVE OPENING PROTECTI011. 6'-4 3'-5" rlariG ROD 3'-,4'-, 7-6 WIRE 511ELF aaovE CLOSET 3'_41" W m LAUNDRY 2470 Oz zg 'T 4"x6 STK ED 5470 N 4 MUDROOM I _ DOWN z Q 28c no 28 0 I 1 Z"TJI 230 FJ @ I G" OC J cvj o = 2470 O z 5 FIxED N Sh1ELVE5 ^0 0 LL SECTION secTlora DECK (� E POOL POWDER PANTRY E o - 4"xG STK CEDAR DECK BOARDS a N N 0 2470 a 5 FILED SFIELVES SFC,TI ON I SECTION A GxG POST. WRAPPED WITl1 I I Z"!TJI 230 FJ @ I G" OC I x8 ROUGH SAWN CEDAR FEDGE OF FF.IDGEU c.0. 25'-6° w/ I x4 CAP BASE DETAIL. over 5.D. 20 ° s" TYPICAL ALL COLUMNS `�riCWl I L j SECOND FL OR ABOVE 4' 3' 4'-8' - 6'-p' - _ _ EDGE OF SECOND FLOOR ABOVE 4'-8° N I 3- I I Z" LVL FLUSH HEADER \ wlo vio 1 wlo vlc LVL DROPPED HEADER 8'-2 FROM SUBFLOOR - 8 Z TECO ALL JOISTS N I � WRAP w/ I x AZEK TO UNDERSIDE OF HEADER � m COVERED PORCH rLn KITCHEN m I N D3 - "x6 CEDAR DECK BOARDS 9'-3" +/ DOWN O Ln \ - o I / u I� BEADED VINYL ON CEILING PORCH R/ `T // 3070 DOWN 3 -12'-5" CEILING R/ v 5ECTTION U o I 5ECDON 2670 TO PORCH 267 m � C9 T (//III Lu U O I e'-8 112" U N O o X/ENTLESS GAS FIREP CE; = BAR = P� FORM DECK N w L I MAKE $ MODEL I - 4"xG CEDAR Q z N = o I T.B.D. INSTALL A5 FF . • 1 ® DEC ING rl- MAHUfACTUREF, O O a_ - w / € LL_ m.ier o N _ _ _ _ _ _N _ _ _ _ _ _ _ _ _ _ o ,� sink U \ _ m OUTDOOR SHOWER- ' z --- �� O O OPEN TO AI�OVE - 1 I LIBRARY OPEN SIDES LLJ w - � 'o" 2'-01. / h A z m WALL LEGEND: NEW COHSTF UCT!CN 3070 F05T IN WALL I Lu O DOOR NEL BATH O 2"X G" STUD FRA,MF EXTERIOR WALLS. 4- 1 1 Z" LVL IF HEADER HUNG Id TRACK; 8 TPI A O ENING --- ------- X R 2 I BATT IN'SLJLAT ICN. :" PLYWOOD w . . _ -25'-2 1/2' - --- asp - -- SHEATHING ON EXTERIOR.. HOUSE UVRAP a TECO JOISTS T0-H EADER - - o I!2 - 14'-4" SIDING AS ::)ELECTED: ="GYPSUM \ - v -- -------- - - J,,r, P2470 OCKET BOAP,D 01\1 'NTERIOR SIDE o 7-1 7 23/`} 1ANGR.00 3- 9 LVL DROPP D HEADER 4'- 1/ 3'-8 1/2^ U L 1 O BATH N 2470 2"X 4" INTEktOR STUP PARTITION. DINII O \ / CLOSET - " w/ I !AYEF' =" GYFSUIVI BOAKD CPJ EACH 4870 _ i\ m SIDE; USE F,10!STUF;F__r1MCLL KES15TANT 2_..7o = , 1/2" 5_, BoaRD IN r..IlcHEr;. BATH MUDRoo!vl pI Ems-- 1 "- " AREAS $ U5E CEIv1ENT BOARD Of i ALL W LL_ N LOU O II �1 ® ® NIG PC[) 2070 AREAS TO Rf CEIVE TILE Z N o \ p I ENTRY � - _� 14'-6„ 2x STUD Ff AL,1E P✓A,l_L CCfv1MOfJ TO m \ DOUBLE JOISTS m - _ _ GARAGE: Iv11N. P-1 5 ;h15ULAT!ON \h'ITH!IJ W I` �In 3-7,;" LVL HEADER - FRAMING $ 1 LAl'EI? F!P.0 KATFD m GUEST SUITE "' \ - ABOVE FRONT DOO U DRYWALL OI! L ACH 51DF OF fKAlvlING UP DOWN c'-1 I;2° 6,0 213 50.FT TIGHT TO PLATE C7, rL 14.6"6 Uc;Y1T W L w4 O •C.'7. O 13.8°,VENT } ¢ ,.D m • MAINTAIN 9'-0" CEILING HEIGHT TFiP�OUGH OUT MAIN AREA OF 3 wz I U FIRST FLOOR. Q z T01 T0. - cJ a DOWN 3-}" r 1 • PROVIDE F -13 BAT1 11,0-.LATICH BETWEEN 15t: :- 2nd FLOORS. Q 4'xG CEDAR DECK BOARDS TO PORCH +/ - U m PORCr 14'-O 112" o FADED VINYL ON CEILING I GEIUNG • ALL WINDOWS 4 DOORS TCS REC;I_I.!E 3 2� 1 0 HEADERS ABOVE, UNLESS Q to O o COVERE� PORCH c w2 OTHERWISE NOTED L r 11J!TIF'LE UPJ115 TO BE FACTORY MULLED. z • 7-0t. SUBFLOOR. - 3 I I " LVL FADER, FLUSH O v ANDERSEN 00 _;ERE`. F' ` FLOOR JOISTS (TECO) � FLUSH - PF F WALLS; SHEATH DFAC Of WRAP - - •WHITE INTERIORS `a FE, '✓. F 11 THEIG'�AH�D ✓IrJD GRILLS. 5. WHITE EXTERIORS, 3'-3 1/4° s'-1 1° s'-13!4° WITH OUT51DE 70TE E STYLE r�OR� m 8 J W3 w LK N E "` AS SHOWN ON LLEVA11c N5 d /�_> NICITLU 011 WINDOW.SCHEDULE. TLmFLrxD --- - - - - • !NTER!OR DOORS TO HAVE: 2 2x3 r1FA.DFR5 UNLESS OTHERWISE --4'-G 1/4"-- 10'-1 1 I!2" ,�-4'_G 1/4" CALLED OUT ON PLAN. • INTERIOR DOORS 10 EE "FeT Flfi!SHED WHITE, PF'E `IUNG, SOLID CORE, CENTER LINE OF EDGE OF SECOND 5 PANEL "CONMOPE" STYLE f51"'F'.EEB", H'NGES TO BE tDOUARE, FLAT BLACK. SECTION WELL TO DETERMI E secrlON FLOOR ABOVE SECTION B GABLE RAFTERS C A • ALL INTER.!OR. CA`-')'1JG5 TC BE I x4 ,,;! BACKBAIJD. BASE MOULDING "SEE ROOF PLAN TO BE METRO COLLEca ION t= I,,ICB5 12. WIPJDOW5 T ') FJ.ECEIVE 4 SILL: ALL E OF NE OP D_,UAL oeeQuAL EXTERIOR DOORS A-0 �VINDC','�'`': TO HAVE -' x EXTENS,OPJ JAMBS CONSTRUCTED. 5� y0 g J M 2 Pi 4'-4° �'-2"F2PMING 4'_0" 0-0" • fJEW PRE f NISr':D b41DE LLtaPJF;WOOD FLOOR!NC THRU OUT ALL AREAS. 9.c 20'-0" rc �� -I I'-2"w/ROC]F OVERHANG a �• PAGE: FIRST FLOOD PLAN ~� O 5 SCALE: 4" = I '-0" -- - ---- ROFessroNP�'� U aAJ `K 71;iT ALI E-F:AI70^J OF ALIf�177ON TO TM15 OFAWING AND RELATED DOCUMENTS 15A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW SECTION WINDOW AND DOOR SCHEDULE B O L SYMBOL MODEL NO. WINDOW TYPE CLEAK GLASS EFFECTIVE PRESSURE DESIGN cel DP RATING QUANTITY SPECIAL NOTES O 3 OPENING AREA WIND AREA ZONE PRESSURE a> N o W) CX 1 5 CASEMENT 9.8 10.4 12C 5 1 _1 .-1 -22.0 50/50 15 EGRESS; I TEMPERED O W2 CX 155 CASEMENT 10.7 1 1 .3 ;:O 5 7.4 22.0 40/40 7 "- Q - z - 2x6 RAFTER PLATE W3 A3535 AWNING I .G 5. 1 C 8.2 - 13.0 35/35 3 VERTICALLY MULL UNITS; NO GRILLS ° ( W4 AX28 I AWNING 1 .2 5.0 O 4 1 8.2 - 10.0 35/35 G VERTICALLY MULL UNITS; NO GRILLS W5 C 135 CASEMENT 4.G4.9 C 1 3.2 - 10.0 50/50 2 NO GRILLS z_ .. I 12 ILu 12 10 WG C 1 5 CASEMENT 7.00 7.5 C - 5 )6.2 -24.0 50/50 1 Q W � � � U Q U 10 v W7 CXW 15 CASEMENT 7.5 7.9 10 4 1 C.2 - 13.0 40/40 3 MULL UNITS c) N o m I ° I W8 A4 I AWNING 2.00 5.9 1 0 1 8.2 - 19.0 35 /35 2 TEMPERED IN SHOWER; NO GRILLS o o W9 CX 1 35 CASEMENT 5.4 �.? WALL LEGEND: 6.3 I O I _ .. 10.0 35 /35 3 MULL UNITS N N N N W 1 0 P543505 PANEL 28.8 NEW CONSTRUCTION 5C' 41 I u.3 - 17.0 45/45 4 PFRMASHIELD STATIONARY PANELS I I Wil F543G I I S PANEL - 2.2. 1 4 1 3 - 17.0 45/45 4 PERMASHIELD STATIONARY PANELS LINE OF TIE/RAFTER INTERSECTION 2"X G" STUD FRAME EXTERIOR WALLS, IR-2 1 BATT INSULATION, 5" PLYWOOD DI 4080 HINGED ENTRY - - -1 1 CUSTOM - TO BE DETERMINED U 3068- PROVIDE IN5ULATED 3'-4° I SHEATHING ON EXTERIOR, HOUSE WRAP D2 2670 FULL VIEW DOOR 14.02 _ 2 THERMATRU; 110 GRILLS O DOOR WITH SELF CLOSING Y SIDING AS SELECTED; GYPSUM D3 3070 FULL VIEW DOOR 17.34 I�i .45 4 -� I THERMATRU; NO GRILLS I HINGES DOOR SWEEP I BOARD ON INTERIOR 51DE - > WI D4 2870 FULL VIEW DOOR 1 5. 1 3 9.G I C I THERMATRU; NO GRILLS O 118" LVL RIDGE - DOWN 2"X 4" INTERIOR STUD PARTITION, U O ATTIC _ -� w/ I LAYER z" GYPSUM BOARD ON EAC ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED wl \o = SIDE; USE MOISTURE/MOLD RESISTANT v + � UNFINISHED, UNHEATED -. BOARD IN BATH LAUNDRY AREAS � USE WINDOWS TO BE WHITE EXTERIOR, WHITE 111TERIOR, TRADITIONAL SERIFS LOCKS t HARD\a'AF'f_ III WHITE 11111'511 AND I-UI I EXTERJOR 5CREEN5 s ? - I CEMENT BOARD ON ALL AREAS TO RECEIVE TILE SIMULATED DIVIDED LIGHT GRILLS BETWEEN GLASS WHERE SHOWN; STYLE TO BE 3 HIGH OI ILY N � � - - - _ 2x4 STUD FRAME WALLS COMMON TO CALCULATIONS FOR WINDOWS BASED UPON EXP05URE B u � UNFINISHED ATTIC AREA; PROVIDE R-15 BATT E I 12 m INSULATION WITHIN $-L" DRYWALL TO FINISHED COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER o 10 ��,�./ ` ° \_ = SIDE. TABLE R 30 1 .2 (4) A OF THE IIEW YORK STATE RESIDENTIAL CODE. o - 12 x I WALL OPENINGS INCLUDING WILJDOW5 AND DOORS SHALL BE PKOTECI ED WITH RF IviUVLAF>Lt vVii ' T,AJ,-FI IF;AI- PAI LL`= - WITH MAXIMUM OF 8'-O"5PAH. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 1/2 - # 8 ', AT I G"0/:_1-. FA`TENF_r',S • MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT ALL SECOND FLOOR. FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"- #8 AT 12"O/C. TABLE 30 1 .2. 1 .2 f- Ln �2, P� I • PROVIDE R-49 BATT INSULATION THRU ENTIRE CEILING. V o ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, APIY Iv1U11FD U11T_ MU',T 1v1t_-F:F (DR, LXI:FED O o O TYPICAL BOTH LA'OVER5 - • ALL WINDOWS TO RECEIVE 3- 2x8 IILADEF;5 ABOVE, OR AS SHOWN; 75 BOLT TO RAFTER W/�" MULTIPLE UNITS TO BE FACTORY fv1ULLED, UNLESS OTHERWISE NOTED. 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE R(_�UGH OF'EI III i ':Ui: T�:A.l F. A1.1_ I-:XTERIOR B/ Q � _ ILAG BOLTS WA HERS I GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDE HTIAL : )hl'_:1"I;U,.;1"I.`I I C; :I?F. / I 6'-8 14" WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. REFER TO SECTION R 1609. 1 .4 FOR ALTERLIATIVE OPEf11NG PROTECTIOfI. I _2x6 RAFTER PLATE I • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTEP,IOR5, WHITE INTERIORS * BETWEEN THE GLASS GRILLS. HORIZONTAL 5TYLE W v AS SHOWN ON ELEVATIONS $ ON WINDOW SCHEDULE. (s) • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE O Z 2x 10 R.R. CALLED OUT ON PLAN. T'' „ @ I G" O.C. °" • INTERIOR DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG. SOLID CORE, N 12 I 5 PANEL 'CONMORE" STYLE B('REEB"; HIh•!GE5 TO BE SQUARE, FLAT BLACK. LL! z iJ O F I • ALL INTERIOR CASINGS TO BE 1 x4 w/BACKBAND; BASE MOULDING z < I TO BE METRO COLLECTION # MCB5 12. WINDOWS TO RECEIVE SILL; ALL C O I I WINDOWS AND EXTERIOR DOORS TO HAVE a x EXTENSION JAMBS. • NEW PRE-FINISHED WIDE PLALIK WOQU FLOORILJG THRU-OUT ALL AREAS. 0 z g I O0 SECTION J 12 w I SECTIOII E I =1N 10 E a' 6� I I N I • I I I I I 2x I 0 R.R. 7r cnol� secrlorl I@ I G" O.C. I C I A I I I G'-1 1 114 P-8"- - 4'[ - 4'-8"--- -8'4 1/2" 8'-0 [/11 2'-1 1 1 5/1 G" 2'-1 1 1 5/1 G" -3'-7 911 G"- fEMPEP.ED TEMPERF1) WII WII 61'.1 WII n W8 W7 w7 W7 2'-8 /2" G TILE 2" 2 1'-1" v' 1" 2.4" LEDGE LEDGE FRAMING \ / N head O m TO BCLBOVE / - - - SUBFLC I / � �r center 1,72 yl '�` W w cl 5ICTICPI m' ' SECTIOP: D BEDROOM N I D / __ Q z 179 5Q.FT, BATH I I.6%,LIGHT o / 36" NEE WALL _ - 10. ,VENT w/ ONE CAP p 36" KNEE WALL G 55 ABOVE N1 STONE CAP00) U_ 2x 10 CJ @ I G" OC v0 BATH v0 O - � WI V N 2668 -- I ilia � U I U O 3'-4" O 4'-2" C.O. 2668 N ^ v NT TOILET POCKET cV 5068 ssD LINE I MASTER SUITE O CLOS SHELF w/ 50 8 `� \ t 277 s0 FT W 18.7%LIGHT m N I1ANG F,OD p 1 7.G%VENT ZP c r io 5 t 5 FIXED I c SHELVE 2468 0 3- 9 2" LVL DROPPED HEA ER =----- -- - _ -- ------ .co I 2 68 - 2x 10 CJ @ I G" OC v 406a IIA � U N I � •co " W6 N rrz^^ � o 15 D. u co N 2868 468 $sD m Fv 1'-0 1/2" F= I / - _- POCKET r - 3'-O 3/4" W BEDROOM 5'-G 3/4" - o_ 7'-8 1/2" p m 8 95 FT. O Q \� �I = LAUNDRY (V 17.8%VENT o I FAMILY ROOM > LU L U U DOWN I FR_o WL PAN w } CLOSET - v -----11 U JDER WAS HER; HARD N z IIIL 5068 „, I PI ED VENT FOR DRYER o CLOSET m 0 T EXTERIO X _ o U � 1✓I `_SHELF w/ 0 J -' o -------� l� n'7 HANE ROD O 8„ -2_I Z wi wl x BAR - -x z2x 10 CJ f; HOLD CABINETRY N x @ I G" OC I V MWIPVIUL�1 OF 3" --- - - - -----'� AWAY FROM WALL v E 3'-3 I/4° 5'-1 1" �' --�-- - 'I - 1' TO ACCOMMODATE 7" X TEMPERED 4'-7" 7 3/4" 2'-7 1/2" 2'-7I 112'' 2'-7 112"- 7'-7'- 10'-1 1 112" 4'-G 114" 14,_4„ 4_ secrloN SECTION SECTION 5�P yQ O NF B I A �' Mq e::5► tt� PAN PAGE: SECOND FLOOK L SCALE: �" = I '-O" - ------ - oA • 05 fOFfSSIONP� JN,1UT;10RLYO, AL'-f;FATION Off'ADDI7rJN TO TI-115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 OF TME N.Y.S. EDUCATION LAW SECTION O L N � C LL Q _ Z 10 Z_ - v - LU W ROOF GUTTER � Q - - ---- -- ocnom J HOUSE GARAGE ROOF LINE --- —� FRAMING SHOWN ON LEADER SECOND FLOOR PLAN EXTENSION m GRADE 501 E J ~ N _ ®-�! D71_D11-M 1P, U O O / ® PRECAST ONCRETE ;I Q cn I EACH I RING - - ® TYPICAL LEADFR ELEVATION / SECTION ® 8'-0"O x DEPTH CALCULATED Not to Scale ® LLJ KUNCF-f NOTE: Gutters continuously around; O Q - - z Leader IOCatIOn5 as per = —rallr^r - all leaders drain to CV CLEAN SA JL F!,C ;o new drywells. LU z �- ROOF LINOVER z Q MUDROO�iI � QLU O n > J cTlci. O 5ECETION I CECE OIJ C D- 00 O L� Q- FASCIA HEIGHT5 TO ALIGN AROUND ALL AREAS OF UPPER ROOF LINE; ADJUST secrloN OVIPHA^JG DIMENSIONS p ACCORDINGLY A5 SHOWN 1777 _ c o - - ROOF NOTES: 2x 10 R.R. LLJ n • GAF architectural asphalt roof m o" @ I�" O.C. cz – N o shingle over entire roof area. O 1212 N 15# felt over CDX Plywood 10 LINE OF -ILING J015T G sheathing with !c!c,-- � weather shield D secrloN DIRECT' N CHANGE secrloil at all perlmeter5 and valleys. W D 2xG CT @ 32" OC BELO �j D LL ALIGN w/ BOTTOM . Q 6 • 12" flying gable rafters around all areas. W OF INTERSECTING � - 0z - 1 2 • Overhang dlmen5!On5 at steeper pitched N } RIDGE – – G areas to be 1 2"; ad,Just overhang dimensions Q Nor lower pitched roof section so all fa5a35 2 align around main roof line. G • 1 x8 fa5cia and vented, vinyl beaded Soffits. U 2x 10 R.R. — @ I G" O.C. �� z I I Z8" LVL RIDGE RUNOFF NOTE: 12 �O Gutters continuously around; 10 F- J�� er n5ta lerLeadcr l�c.-)tions a5 p all leadersdrain to �u �O 12 4" O PVC pipe to new drywells. 12 RUNOFF CALCULATIONS: o GF— 3332 x . I G7 x 7.5 = 4 173 gallons of runoff 7" @ ( I ) 1 '-0" x 8'-0" 0 capacity = 300 gallons I I z LVL RIDGE o w LU = 4 173/ 300 = 133 C� POST O 1,o Runoff Containment R0gU1re5: N LLJ `1 (2) �provddes 4800 t�taln a ORtyolual w �I� o 0 O — I 12 00 10 N @� z 2xG CT @ 32" OC:j�/-- m 2x 10 R.R. LLJ @ I G" O.C. 12 12 m 6F— 6F— 12 I � v O LL o 10O �10 9 1 O Q z 2xG CT @ 32" OC I 2x 10 R.K. I N N o @ I G" C.c. U 2 z J > 10 J �J O.. ri 0 O - O SECTION -I'-I O" - SECTION SECTION A 01= N �V y0 5'-7' S'-T g J. M OR EQUAL OR EQUAL CENTER LINE OF STAIR WELL TO DETERMINE 0 GABLE RAFTERS PAGE: 70 CF.EQUAL OR EQUAL AR Q �} OFtSSIONP� ROOF FRAME PLAN SCALE: 4" " = I -0UNAUl`f ?FJ 'LJ ALT,'F\ATION OR 4,907'ON TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW N 0 4 0 z O � N N O 3 N C) 4-1 O Z N v LVL RIDGE: 51MF50N C520 Q z CONNECTOR(TYF. ALL) ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT c� Z OVER 5" CDX PLYWOOD 2x/O 12 L WITH ICE t WEATHER SHIELD ��' —I G 9 U Q @ PERIMETERS * VALLEYS /6„O o cn o m C BOLT ALL CJ TO RR w/ 2-7' CB R-49 BATT INSULATION WITHIN CEILING, ALL AREAS 4” PLYWOOD SUBFLOOR 51MF5ON H7 CONNECTOR 4 ROWS WIDE 2x 10 CJ CT @ I Go' O.C. I x8 AZEK FASCIA, CENTER \\` / BEADED VENTED VINYL " SOFFIT; OVERHANGS VARY /0 3- 2x8 HEADERS ABOVE ALL / \ I I � �• 2nd FLOOR WINDOW UNITS; C520 STRAPPING JOIST TO BE CANTILEVERED OVER CLOSET HALL BATH I st. FL. EXTERIOR WALL; PROVIDE J , p, I SOLID BLOCKING, INSULATION I s 3G°KNEe WALL ,PLYWOOD ON UNDERSIDE. wl ' \ L C, - o E t GLASS ABOVE 2" CLOSED CELL SPRAY FOAM ' R-1 3 BATT INSULATION X AND K-30 BATT INSULATION III \ PROVIDE CS I G FLOOR BETWEEN 15t 2nd FLOORS WITHIN JOISTS OVER PORCH \\ L L15 TO FLOOR STRAPPING =_ I I8" TJI 230 F.J. @ I G" O.C. 3- E)2" LVL HEADER, DROPPED-- o 8" SHEATHING TO CONTINUE DOWN TO TOP OF COLUMN z N - — — ~ 7 � o 2xG STUD FRAME EXTERIOR 'I! I x 10 AZEK ON INTERIOR SIDE U p WALL @ I G" O.C. w/ R-21 BATT INSULATION, OF DROPPED HEADER p _� p O O 8" CDX PLYWOOD SHEATHING, HOUSE Ill CLI Q n — WRAP *SIDING AS ON ELEVATIONS; BEDROOM BATH LIBRARY m GxG POST, WRAPPED WITH I.. � N I x8 ROUGH SAWN CEDAR z GYF5UM BOARD ON INTERIOR 6 n w/ I x4 CAP * BASE DETAIL W "xG 5TK CEDAR DECKING (n 2xG ACQ 51LL PLATE OVER TERMITE SHIELD PLYWOOD SUBFL00R I I-� O � w/ PREFIN15HED WOOD FLOOR FROV. H4 CONNECTOR OVER SILL SEAL; i I x = g PROVIDE 51MP50N C520 R-19 BATT 7 °@C.C. 2x8 ACQ DJ @I 6" 2- 2x I 0 ACQ GIRDER CV W/ LPT4 CONNECTORS I I-' T I F. I 3iR XUL BOLTED-T1RIrPLU 7 (2) - � CARRIAGE,5`1 3- LVL DROPPED 2 = -- -- — _ _ _ - _ _ _ _ Z Z — _ _ _ _ _ 8 DIAMETER ANCHOR BOLTS GIRDER = 11=1 =1 I_. =1 I_I I-III=1 =1 I I=1 I_I_I I_ -1 I I---! l_ -I 1 _ _ I, I I I -1 11=1 -1 11=1 1=1 1=1 11=1 1 11 1=I v O W/ 7" MIN. DEPTH @ 48" O.C. —1 = I BASEMENT - NOTCH P05T5 =� _) =1 11=1 I 1=1 I-1=1 I 1=1 I 1=1 I EiI =1 I I=i I —,I i_ _1 W/ MIN. 3"X3"x "WASHER @PLATE I= UNHEATED,ED, U !FINISHED LINE Of FOP,GIP,DER1�11 1 hLI ILLI.I .�1�I=a1 -= a 3 2' DIAMETER STEEL LALLY UND15TURB D COLUMN BURIED IN GRADE SIMP50N ABU44 O O 8" POURED CONCRETE 24"x24"x 12" POURED. CONNECTOR(TYP) FOUNDATION WALL WITHCONCRETE FOOTING m KEYWAY* 1'-4" X 8" FOOTING; GxG ACQ POSTS ON 12" CL_ PROVIDE2- #4 REBAR WITHIN WALL 5ONOTUBE w/ POURED AND FOOTING. DAMP PROOF I CONCRETE FOOTING PERIMETER OF ALL AREAS 20" x 20"x 8"d. TYPICAL DECK FOOTINGS `NOTE: CONCRETE SHALL BE 4" POURED CONCRETE SLAB FC = 3,500 PSI @ 28 DAYS ON COMPACTED FILL FOOTINGS SHALL BEAR ON UNDISTURBED 501L WITHIN BEARING CAPACITY OF 1.5 TONS PER SQUARE FOOT BUILDING SECTION "All W 5CALE: 4" = I ,-o,, ---- — GENERAL NOTES: --- - - �' • The information on this set of construction document:, is tc rel,i!e h sc JcS,gn ELECTRICAL NOTES: ( � intent and framing details. They are intended as a construct on a:d. not a,- a substitute for generally accepted good building practice and are ,+ comply,tice v,-if W current 2020 New York State Build ngCodes and tLe 201 8 IP Ilse ge,: .,I :ont act o,- All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include LL NAIL(N6 SCHIEDULE is responsible for providing standard construction details and procedure,., to ensure ,a nsi.alla *specs on plan5. Lhght fixtures to be supplied by LU tion o fixtures ficat ons as indicated s ofessionally fmished, structurally sound and wcatherproo'�,"r o Ener and installed by contractor. GFI outlets required at batihrooms and exterior areas. Install N p >° 2010`P✓OOD FRAME CON5RUCTION MANUAL -•+.lets as per code, All work is to be done in strict accordlance with the New York State Code • General contractor to coordinate all subcontracts:>. Q ay .: Lc.ei sed electrician. All new switches f-outlets to be Lev,{ton, Toggle, supphed * mstalled z JC iNT bESCR4PT3(3N NAIL QUALITY NAIL Sf'ACtNG interaction between trades. _..... ................._ ,....,r....___...,,,.,,..., _.......ti... -. . -... .,._ . _..._._............... " GENERAL WIND PROTECTION CONNECTION NOTES _ by c.-ontractor. Contractor r to do all hook ups as required pfpolriabathroom fans cocki g e xhausts and The contractor is responsible for eSurng that all work and cons!ruct:v)n mee`s RQCF FRAN ; Ada tod from Standard for Hurricane eslstantResl entiaI COns rUC lOn; SSTD d pQuide wiring as required for gas fireplace and cooking or excee s current federal, and co es o dina _ s a �—z U RAFTER TO TOP PLATE TO` MAILED 8'-O"WALL:3-3d PER RAFTER 10-99 and 2018 SBC High Wind Edition Wood Frame Construction These co es are to e const ered a rt of the,peci rationfo the uileg piai. ti. .......... 1 O'-O'WAtL 3-3d PERATP Fastnes and Connectors for Wood Frame Construction N N TE Lteog5oedid<,,'ewth that CEILING J015'TO TOP PLATE TOE NAILED -OA3- PERJOiST ............ _---------_-- _-.. indicated thesedraw , the shalstop work anotifythe dcs,0 e L�L 10'-0"11VALL:4-5d PERJoisT between foot) oundatlons walls floors studs and All b t b D _............. ..... .. __._...,. .,.. ,,,.... .,..........._,, 9 r dui c id co rtinue "t ork. lumber is o e ouglas Fir#2 or better at 16"on center CLILIPiG JOIa- TO PAFALLEL RAPTEP FACE t�AiLED SFE T AHL 3.7 EACr, LAP OOf frame hall b rOVlded he shall assume a re Hsi i and liability ars hPrerrom FACE HAILED.... . .. _SLE TABLE 3.i LACI'LFP • _._ . CEILING JOIST)APS O`,lER PARTITIONS `• 9 p w o ami c r ACQ de g tion t e enginee immed ate y. ou d e ail to �to+.v th s prose � �" - _,.. Dimensions take precedent over alley- DO rNOT SCALE i?PA1'/ifJG` eE;rs olcuroreditfarse 9 free treated ted wood standards and Sha to be pressu e treated si na r n s e COLLAR TIE TO RAFTER ;PACE NAILED Fc i ABLE 3.4 PER TIE ' t 11 take theplace of CCA BLOCKIP G TO RAFTER, ;TOE NAILED 2-fid EACF END • r iii n n no I 2306 Of IBC shall be used In accordance • s are s a accordance with man e i ica ions an h i 2 Approved connectors anchors and other fastening devices not Included in the Standard Build n Code, Section � The designer has not been engaged for constru�ton sunerv• a � d a�� Arno•' All TJI' e to be in t Iled in d nee th the ufactur is specf t d s a I include RIM BOAP.D TO F:AFTEI? END NAILED 2-1 Gd EACI",EfiD 9 responsibility for construction coordinating with these plans. no, rrs!^onsibdity for with manufacturer's recommendations. construction means, methods, techniques, sequences or procedures cr for".,fct; ,Quash blocking web stiffeners at bearing points on girders and other load bearing areas WALL FRAMING, precautions and programs in connection with the work indicated, ii+nre are ii-) Structural Steel ASTM A3G - FY= 36 KSI � TOFPLATETOTOPPLATE FACE NAILED 2-1Ga * PER FOOT 3. Metal plates, connectors, screws, bolts, and Halls exposed directly to the warran ies for a specific use expressed or implied in the use of th " , Ila tc•. `OP PLATES A' INITEK5ECT IONS FACE NAILED t?-1 Gd JOINTS-EACH 51DE weather or sub est to salt corrosion in Costal areas, shall be stainless steel or • to r r r i h r r m h +,r, ,,, , • Ali straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, stra s, w _.._.......... Co t ac to ov de a dw ed s oke detector s in i b,..,.c. ck up. a t P J to p t STUD TO STUD :;FACE NAILD 2-1 Gci 24"O/C hot dipped galvanized. no intervening switches, on all floors and in each bedroom. Ver fy v,i111 local code &c. on these" drawings are. my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be HEADER TO HEA[3ER FACE NAILED I Gd 1 G"O/C ALOi':G EDGL5 requirements as per Section R3 17 iJew York State Residential Cori_;truction :;ode. nailed/bolted in accordance with the manufacturer's specifications. TOP OF,BOTTONI'LATE?©STUD END NAILED 2-1 6d PER zx•-s'uD 4. Where windows and doors interrupt wood structural panel sheathing and Install carbon monoxide detectors as per code. � o 3-I Gd PER 2XG STUD • All floor sheathing is to be �"AC type plywood, tongue groove and shall be glued and screwed to u " - siding, framin anchors or connectors 51),311 be provided at the top and bottom the flop is 4-2,ted PEP,2X5 5T JD p r Jo is (G"o.c. edges* 12"o.c. field) BOT TO,1A PLATE TO FLOOR J015T, f cripple studs. header stud , and at least one stud at each side of p nl 9 FOUNDATION NOTES: • Oc v ax r m f II fl t With d Solid bl king is to be installed every 8'-O"max. o id span o a floor Jois s wi spans excee ing 13ANDJOI5T,END JOIST.OR BLOCKING PACE NAILED 2-16d PER FOOT 8 F,I k General contractor to review tans, elevations and deldil�, tO de' oc ing is to be installed at all point load bearmg points. 5. Ridge straps shall be attached to each pair Of Opposing rafters except where p -' t'ri�iitie FLOOR'FRAMiNG collar ties Of I xG or 2x4 lumber Is located In upper third Of attic space and intended heights of finished floor above typical grade. • Install double Joists under all partitions running parallel JOIST TO SILL TOP PLATE OR GIRDER TOE NAILED -fid PERJOISTattach to each air of rafters. W FID3!NG TO iO ST TOE NAILED 2-8d EACH LNp Uplift connectors shall b provided at, each rafter bear) 9 Foots shall bear on undisturbed soil within bears g f ." of ._ .<. _/- eindicateda sec io ngs All exterior wall headers to b as on floor pl ns t ns and all interior Z r der,are to be 2- 2"x 1 0" unless otherwise noted. All headers exceedin 5'-0' shall have a double v BLO", ih�TO JCiiST .....T... ...... .. vSTOE NAILED 2-bd EACH END Y.. Y..._ - . G. U I e n • Concrete shall be FC = 3,500 PSI @ 28 days Neil g � n ca�a�i, � � ,n,,�... ~'Y G a_ P - r C Y - with GxG i 0/I 0 a,< 11ed +re• nu•sh Jac.'+•stud with a smgle king stud$on exterior walls provide double sill plate(typical). m Y BL�,C,�IhJG TO sit-L O.,T OF PLATE TOE PdP,iLED 3 E Cd EACH BLOCK downs t0 b provided every 4 and every I G" within 4' LEDGER, ,RI, s O BLAP, ;FACE t•AILED 3-1 ed EACh JOS; f t • on ve i . r Ovide rs lat on b ffl t t between ft d ff t tindicated - - - ex orlon corners in ors error i _ n u i a es a eave ven s e ween ra ors an so i ven s as JOIST ON LEDGE;TO BEAM ;TOL NAILED 3-fid PLP JOIST s be place _ed peiye'.hyl- — _.......... .... _...,,d_............,_..... -_ ...... reinforcement.Concrete 4 slab to 11 d On Mil. s�abili ° on ph nP floor o floor o e r er a e C i W r ........ . ...... .. - ... ie e I s IS a the o , - c U BAND J015T TO JOISE ;E"ID DIAILED 3-I Gd PER JO , ... ...., ,.._.. ..........._...__. �� ��" � � � - _....... ...................._........,.,.- foundation Anchor SII plate hallanchoredh ad t rted eta Concrete b cttsrtoa_r,<,:,rc Ihat`fhc. rrinforceiT,ent re e , Q BARD J015T TO0_'L OR,TOP PLATE TOE NAILED 2-i Cd FEKFOOT 8 Sill Plate toage: I p e s be to barrier. nWesdppo re by p o be �Icc tennarnsuf h na g adequately m • �.xterior flashm is to be ado uatel mstalled at all connections between roofs, walls, foundation with anchor bolts haven a min. bolt diameter of 5/8 and 3 x 3 x held pos t o du g concrete p ce e t and r s i W L 9ch+nneys, protections and penetrations as required by approved constrction practices. � } ROOF SHEAT"ING 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 Isolation Joints are to be installed between the slab and the 1A.1115. USF p efori"ed 3 4'PERa.^ETER EDGE zOr;E- i6°oc-10"A'PAI EL EDGES inches of each end of each plate. Anchor bolts shall have a minimum embedment joint filler that is to be cut 1/2" below the slab surfacf and t!re n` is to e•r filled FLOOR PLAN NOTES: S T KUCTUPAL PANELS 8d AND AT INTI ERMED!ATE SUPPORTS IN THE PANEL FiELD of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located with an elastoinericoint sealant. 7iiNTERIOKZolIE- 161O/C-G"AT PANEL EDeF5AND 12"AT within 12 Inches of corners and at spacing not exceeding 4 feet on center. J �- o 8d 11'ITERMEDIA,E SUPPOPT5 IN T fE PANEL FIELD • General contractor to install cop-r-tex (or copper) shc>c t ^+e!a. Ler nate shield • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS U FOR,ROOF`&,'ILA, {,ftlG'..`I`t11N 4'-0"OF Tt1E PER METER EDGE OF THE ROOF,INCLUD1746 4'-U"Ott EACH SIDE OF THE ROOF PEAK,Tt#E 4'-0"PERIMETER, EDGE ZONE ATTACHiv"EivT R-EOU!P•.E1ViEhL'S 51 BALL,6E 1J5LD. between all wood surfaces that are sed to _once e~e c i ,i. c i ,u,�.,,_c. r covered u board with a r r � expo � - ",-r°� "'v° •` '-•� All interior Nalis to be c e ed with�"gyps m bo d th met I tonne einfo cin All' r r g. I• Q :........ DESIGN LOAD CALCULATIONS Dampproof exterior of foundation wall with a bitunurr).­, co tiny,: f"pUnCiat1On dry,vall products, including gypsum board, screw,Joint compound, tapes trim shall be U.S. Z excavation upon approval of buildin de art tient ms echoes. Gypsum Co. or approved equal. All Joints shall receive 3 coats of Joint treatment. Sand final CEILING 511LA7"ri1NG p pp 9 p f" GYPSUM WALLBOARD 5d COOLERS 7"EDGE j 10"FIELD coat to a uniform smooth surface. All walls, ceiling and interior of closets to be-taped and MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) spacHed. 3 coats, ready for paint. WALLsnMATHING EXTERiORBALCONIES GO PLUMBING � HVAC NOTES: Interior point obeBenjamin " GT r pErKS 40 p tMoore, walls WHITE DIAMOND"and ceilmgs white, unless STRUCTURAL PANEL-5 I t t ga.Ga,v.Rco.srg nail 3"EDGE!G"FIE;D • otherwise decided b homeowner. All interior trim t- mouldin s to be satin"white diamond". (.12"x;.5"L. 7/!011c3d) ATTIC`'✓- WCTHOUT STORAGE10 t II N York State b Id ed r f c"_nse t .i ce. and +,u c- ifs ,n a,i, aJ _ Y a ety duly II plumbing work shall b done b y I P d pl�i,�' •- �,•• ,r• h� � g o a New or a e ui ing co es s equire,ien s. 0 Insulation ratin s and mstallation locations as indicated .on floor lans$sections. 25132" 1 1,;J3.Galt'.Rex uJ rail 3"EDGE/G"FIELD ATTICS WITH STORAGE 40 f.i�k 1.75"L.x.313'4,ead) HER THAN SLEEPING ROOMS) 40 • If wall plates or Joists are cut during the mstallation of pluinl,nig fixtures or equipment. • interior doors t o be solid core wood; style to be determined. Interior trim to be _...__...._.. .. 2 ROOMS{OT NBER.BOARD PANELS 7/i 6 Gd 3"EDGE t G'FIELD SLEEPING ROOPviS 30 contractor must provide appropriate bracing to tie framing bast. to�ctl e 25/32" 8d 3"EDGE 1 G"FIELD X4 7 casings with 4 sill and backbands; Metro Collection MCB5 12 base moulding. GYPS+,JMWALLBOARD 5d COOLERS 7"EDGE! 1O'FIELD • Plumber to ppy and install tinkle5s, on demmnd ho. . <<.c e •e . � A.ED en a a n o w as to have water resistant ` GE ZONE- E G"O/C-6"AT PANEL EDGES AND 12'AT I bath #ketch area w IIs and ce ngs adjacent t e+t ar _. .. ._..__.. ...__-__.._.....___.__.,__..-..__.._, _................_._.___........ ...._.. _. . SIGN a l e • Plumbing fixtures to be supplied by owner, mstalled by plumber. dry and provide cement board for all areas set to receive'tile. HARDBOARD 8d PITEPMEDIATE SUPPC)?TSItITt E PANEL FIELD CLIMATIC AND GEOGRAPHIC DE CRITERIA • Mechanical subcontractor is res onsible for adhPrin f:o all a>>hcable codes grid �� OF 10 I INTERIOR ZONE- I G"OIC-G"A`PAfdEL EDGES AND i 2"AT GROUND Pt0'hl L r Ili p q f • Kitchen to have countertops as selected with ceramic title, subway backsplash; all bath rf, d INTEKIVEDiATL SUPPORTS If THE PANEL FIELD saf y r rements to have r �'- qui ceramic tale floors and surrounds as selected by homeowner. ��9 FIr LOOR 511EATI1iNG A51C WIND SPEED )mph " • e HVAC subcontractor to full coordinates stem data $ rc uuei,itn;.;v ith the B !3C STRUCTURAL PANELS- t"OR LESS ted 6 EDGE/ f 2"FIELD Ex ogre Cate,aary fi Y y_ t equipment supplier and to provide final system layout drawing acid submit it to general contractor. ;r PAGE: SEISMIC DESIGN CATEGORY B owner and equipment supplier for final review*approval. y .h WEATHERING 5EVERE �F-7= T•ia,l.ng recn;re iter r,are baFed Cr wall sheathing nailed G snc es O"C.at the pane}edge. If wall 5heatHng i1 railed.3 ;nri,,e�O.C.at the r-mel edge to obtain 4, higher=i,ear apacitres,nailing requnreme°is for ct,vctura:menthers=_i,a'il he dnuricd,or al FROST L v 0` • Oita e m withinLone with da p r Conti a.>on - Or d fit o . Include LINE DEPI`H Mechanical syst m t be 3 -� m e - '� ' + • '0A 5709 _ - TERMITE i` ODEP,AiE TO HEAVY optional hydrating air syste ' 4i'ren wall 51-ea.}-ng r�-ca^tinuo:e tier cor;nected men hers,ti-e tahu7ated number aF nai15 sFafl he perrrxtted to he red Steil to 1-1 Gd nail p�7r?'cam*. o t (GE BARRCER P..EOUIRED 1 F_ • HVAC to vent all dryer�cooking exhausts. ROFES S I ON P� OF/1Drl!T! N TO TMi5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OFSEC. 7203 OF TME N.Y.S. EDUCATION LAW v 0 z o � i I LVL P:[)GE: p 5IMP50H C`_�20 a; N GONPJECTOF'. (TYF. ALL) z N RIDGE HEIGHT cnQoz ft 2xG STUD FRAME EXTERIOR GABLE _z -2x CT 32" OCLIJ END WALL @ I G" O.C. w/8" CDX PLYWOOD Q w SHEATHING, HOUSE WRAP * HARDIE J Q > FIBER CEMENT SIDING I I b" LVL RIDGE: 2x! RP c� I " OC REMAINS UNFINISHED TO ATTIC SIDE 5IMF50N C520 CONNECTOR(TYP. ALL) 49 BATT IN51J ATIO 9 2" LVL RIDGE; NITh J CEIING. LI- AFEA5 5IMF50N C520 PROVIDE CS I G FLOOR BOLT ALL CT TO RR w/ 2-2" CB CONNECTOR(TYP. ALL) -- - - --- - - -- -- - -= --- — -- ---- - TO FLOOR STRAPPING I 2x8 CT @ I G" OC _ 2nd FL CEILING CT T D �, 2x 10 CJ @ I G" OC 12 OG WITH' 30TTOM F +' 3- 2x8 HEADERS ABOVE ALL ABUT ING RIDC�, 2x4 INTERIOR STUD 2nd FLOOR WINDOW UNITS; I OF - ��O ATTI BEDROOM PARTITIONS, 2" GYP. CLOSET BEDROOM C520 STRAPPING °C IBOARD EACH SIDE "�Ln =mom � 4' cn ��q/ 2x I RR I G' OC 2- 2x8 HEADERS ABOVE L o '711 o - ro 2+ l ALL INTERIOR DOORS o SIMF50N H7 CONNECTOR o Ll 2xG RAFTEP�PLATE 3- 1 1 b" LVL FLUSH HEADER ca I x8 AZEK FASCIA, CENTER 49TT TECO ALL JOISTS 0 BEADED VENTED VINYL 2nd FL SUBFLOO o SOFFIT; OVERHANG AS �„ „ 1 11 PROVIDE C51 G FLOOR I I g TJI 230 FJ @ 16 OC � R-49 BATT ! I I Z'`TJI O � R-13 BATT � I I I="TJI 7_30 FJ @ 16 OC TO FLOOR STRAPPING SHOWN 15t FL CEILING z c\J 2xG STUD FRAME EXTERIOR �° FIPE RATED DRYWALL R-49 BAT I03 =" LVL FLUSH HEADER U o WALL @ 16" O.C. w/ R-2 I BATT a �„ TECO AI_I_JOISTS 3- 2x 10 HEADERS ABOVE ALL M -1 O ON WALLS AND CEILING 3- 1 1 LVL DROPPED 15t FLOOR WINDOWS $ DOORS O o INSULATION, 8' CDX PLYWOOD THRU GARAGE � Q SHEATHING, HOUSE WRAP HARDIE GIFDER OR AS CALLED OUT ON PLANS;_ FIBER CEMENT SIDING =� C520 STRAPPING DRYWALL AL AFEAS _ Ln - GARAGE 3 2" DIAMETER STEEL LALLY LAUNDRY ENTRY POWDER KITCHEN 2 DINIIIG - o _ COLUMN BURIED IN 2xG ACO SILL PLATE 7ON OVER TERMITE SHIELD 11 I 24"x24"x 2" POURED I w OVER SILL SEAL; CONCRETE FOOTING / _ (0 PROVIDE SIMPSON C520 / O W/ LPT4 CONNECTORS Z L Q 15t FL SUBFLOOP 8" DIAMETER ANCHOR BOLTS N W/ 7" MIN. DEPTH @ 48" O.C. PITCH SLAB TOWARDS - I I TJI 230 FJ @ I G" OC W/ MIN. 3"X3"x8"WASHER @ PLATE DOOR @ 8"/ FT. !- _ Z Z Q PROVIDE R-19 BATT INSULATION FINISH GRADE N F) U C) LLJ 8" POURED CONCRETE 4" POURED CONCRETE SLAB CRAWL SPACE TO UNDER SIDE OF SUBFLOOR; > —1 FOUNDATION WALL WITH ON COMPACTED FILL WITH COMPLETE w/3" ROXUL FIRE Q Z KEYWAY� P-4"X 8" FOOTING; W.W.M. GxG/I Ox 10 GAUGE WIRE BARRIER INSULATION FOUNDATION CONSTRUCTION L1- O PROVIDE 2- #4 REBAR WITHIN TYPICAL ALL AREAS OF BASEPvIEIJT BASEME:!`iT N * NOTES AS INDICATED ON O WALL$ FOOTING. DAMP PROOF AND CRAWL SPACEi BUILDING SECTION "A" IV PERIMETER OF ALL AREAS FOOTINGS TO BE MINIMUM 3'-0" BELOW 1 GRADE j I W (L m u1 u, G12 BUILDING SECTION "B" o mf ----------- O SCALE: <�1" = i '-O" -- -- ---- -------- - -.-...- --- W � \6,O LL W y NN 3 Q � z 4"0 ROOF 2x 10 CJ/CT @ I G" O.C. ROOF z 4 3- 9 2" LVL DROPPED P-IO" 3- 9 2" LVL HEADERS ABOVE HEADER GREAT ROOM WINDOW UNITS; ATTIC C520 STRAPPING —_-- HEADER HEIGHTS AS SHOWN o FAMILY ROOM ----r _2" CL05ED CELL SPRAY FO,A^,1 BATHI 4 I - LU DFY - BATHI 5 -- —'—� - AND R-30 BATT INSULATION w PROVIDE CS 1 G FLOOR 1 WITHIN JOISTS OVER PORCH I I I I I m w1 1/2 d 1 1 � �1 112 b TO FLOOR STRAPPING 1 1/4 TI 1/4 I/2 i2 I �1 114 1 1/4 I 3- 1 1 b" LVL FLUSH HEADER. 11114 1114 ° ° WALL PLATES CONTINUOUSLY I I -'TJI 230 F.J. @ 16" O.C. I p SINK, 1N P�1 p AROUND ROOM AND I 5 FL -AREA; INSTALL 3- 9 " LVL RIM SHgwER 2 3- 7 8" LVL HDR. I -----' JJ ABOVE PLATES AND UNDER GREAT ROOM TIGHT TO PLATE SECOND FLOOR - SILL OF U'FEK UNITS 3- 9 2' LVL DROPPED r 1. 2 2 2 HEADER I x8 AZEK TP!M ON BOTTJ vl s 2 I LLJ I 114 I I/4 I I/4 I 1/4 CLAP PRIOR O SIDING PROVIDEOf PLYWOOD; DRIPC.O.I 4 I C.0. Q 3- 9 2" LV_ HEADERS ABOVE ENTRY ENTRY 4 I (s) m GREAT RCOM WINDOW UNITS, _._-----b —� JOIST TO BE CANTILEVEREG R —� BOTH UPPER AND LOWERS; PORCH 15t. FL. EXTERIOR WALL; PROVIDE CS20 STRAPPING � SOLID BLOCKIFIG, INSULATIOfJ w KITCHEN BATH I — _ I '.!=. '. � �— BATH HEADER HEIGHTS AS SHOWN PLYWOOD ON UNDERSIDE. FINISH — -- I I I � _ —7 I � I I 3�, W .� w/ BEADED SOFFIT "�IATERiAL r I 11 1/2 I �I I/2 11 I/2 I 11/44 11/4 $11/2 I 4 4 Al 114 611/2 I I 3 m SINK LAV W.M [SAV 1 �� a I Q z LL D.W. SHOWER =_= SHOWER ° FIRST FLOOR -J 2 2 11/4 3 2 - -- - 114 3 - Q C.0.I 4 3 2 1 1/4 z _ TO SUFFOLK COUNTY DEPT.OF 4 HEALTH SERVICES APPROVED SEPTIC WIff. 4"C.I.HOU51E TRAP SLOPE" 114" PER FOOT PITCH TO DRAIN BASEMENT OF 1 PLUMBING RISER DIAGRAM Psi. 0�' NOT TO SCALE PAGE: v N r �u BUILDING SECTION "C" 5 SCALE: � = I '-0° --- — ___ _- RO�e sIONP�. 4 LINAL1T +CR;ZED ALT;;ATION OF ADDITION TO TF115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF TME N.Y.S. EDUCATION LAW a� 0 z O N � O Q O M Ln U) Q � Z I I LVL RIDGE: 51MP501J 0520 1 1 2" LVL RIDGE; CONNECTOR(TYF. ALL) SIMF50N C520 z CONNECTOR(TYF. ALL) 2xG CT @ 32" OC Lu iii 1 2 CT TO ALIG i IJ ARCHITECTURAL ASPHALT JP w/ BOTTOM O P.00FING WITH 1 5# FELT 2x RR a I " OC � I ABUTTING RIDGE OVER L" CDX PLYWOOD �S WITH ICE $WEATHER SHIELD POST RIDGE AS @ PERIMETERS $ VALLEYS SHOWN ON PLAN IIBOLT ALL CJ TO RRw/ 2-2" CB DOUBLE JATS @ /— K-4c BAT DIRECTIONA CHANGE " PLYWOOD 51MP5ON H7 CONNECTOR 4 BOARDS V:-'DE — --- --- ---- —-- - I x5 AZEK FASCIA, CENTER --- — — — 2x 10 CJ @ 10' OC ----- d ! BEADED VENTED VINYL SOFFIT; O`✓ERHANGS VARY _ ----- -- -- _-- _ _ 2x 10 CJ @ 16" OC F,49 DATT TO ENSURE ALL FASCIAS -- BATH BEDROOM BALCONY TO - -- - -- j 2nd FLOOR FAMILY I ROOM Q- - - --- - 1 4- 1 1 ?" L`.1L FI-USri - HEADER AS SHOWN O z N LL —� 1 ON FLAN; TECO JOISTF 2xG STUD FRAME EXTERIOR --- - - WALL @ I G" O.C. w/ R-21 BATT INSULATION, L � � O \ s" CDX PLYWOOD SHEATHING, HOUSE 6 Q cn p WRAP t SIDING AS ON ELEVATIONS; R-13 BATT -'" GYPSUM BOARD ON INTERIOR @ ` III ( EDGT OF OVERHANG \-2- 9 2" LVL DROPPED I I r"TJI 230 PJ i' HEADER @ I G" OC (l) CASED OPENING CASED OPENING 2xG ACC SILL PLATE GREAT ROOM KITCHEN O Z III ij BETWEEN ENTRY BETWEEN KITCHEN OVER TERMITE SHIELD = Q $ GREAT ROOM GREAT ROOM OVER SILL SEAL; J PROVIDE 51MP50N C520 N Ii W/ LPT4 CONNECTORS W Z oUp DIAMETER ANCHOR BOLTS W Q J -- - - - - `---- -- W/7 MIN. DEPTH @ 48 O.C. W/ MIN. 3"X3"x,"WASHER @ PLATE Z 3- 1 1 g" LVL DROPPED GIRDER - _ I O O !L PROVIDE BEAM POCKET IN _ -- FOUNDATION WALL; SIZE — 3DIAMLTEP, 5TEEL LALLY /„J RECUIRED t TAR ALL BASEMENT COLUMN BUPJED It,] .IDES (TYF. BOTH ENDS) 24"x24"x 12" POUFFD CONCRETE FOOTIf1G. TYPICAL ALL LOCAT:ONS g" POURED CONCRETE FOUNDATION WALL WITH KEYWAY$ 1'-4”X 5" FOOTING; PROVIDE 2- #4 REBAR WITHIN WALL i AND FOOTINIG. DAMP PROOF PERIMETER OF ALL AREAS j \ W \\\ 'NOTE: CONCRETE SHALL BE PC = 3,500 PSI @ 28 DAYS O r FOOTINGS SHALL BEAR ON / UNDISTURBED SOIL WITHIN BEARING CAPACITY OF Lu u' 1 .5 TONS PER SQUARE FOOT Lu N o N 3 92" LVL RIDGE: SIMPSON C520 BUILDING SECTION "D" \ / ---- ------ ------ ---- ---- CONNECTOR(TYP. ALL) SCALE: 4" = I '-0" U 12 -- -- -- - - - --- 10 - - - ATTIC O c R-49 BATT LLJ T, I I "TJI 230 CJ @ I G" OC 0 v 3- 2x 10 HEADERS ABOVE ALL 15t FLOOR WINDOWS :1= DOORS OR AS CALLED OUT ON PLANS; W C520 STRAPPING Z - MUDROOM PANTRY POWDER RM (1) m W F m u P-15 BATT $ U — — — — — - - 1 — — -- — -_ _ — -- — — 3 R.OXUL 11 I--1 I 1=1 111 111 1=1 111 I 1=1 11 11 1=1 111 I-11 I ill lI111=11L 11J-I I�1 1=11 J11 111 Elft 1=i amu= -i a "_�''-1�,—'`_''-- —_ CRAWL 5FACE Q 1LI ILL " BUILDING SECTION "E" OF Nv1v -- -- ------------------------- SCALE: I '-0° J. M---- ---- -- ---- ---- � 0- 4 - S ZZ dry. F „: . 7 ?� 6 r ` PAGE: 2 = NO 0 1 095 AROFEssioNP�'�. 10 Al.i t-FAWN OP ADDITION 7C T'1I5 OF.AWING AND RELATED DOCUMENTS IS A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS o z O L PROVIDE 1/2" SPACING z° N BETWEEN THE END STUD UPPER SHEARWALL Q z AND THE 2 OTHER STUDS BOLTS NOTCHED RAFTER FOR ALLOWING CONNECT CORNER. STUD CORNER BRACKET RAFTER HOLDDOWN INSTALLATIONNTO TRANSFER SHEAR ANCHOR z .. RIDGE FASTEN WITH (2) 16d J w RIDISE ° COMMON NAILS @ 6" O.C. Q onom SIDEWALL ENDWALL THREADED ROD SHEAR WALL CORNER CONNECTION DOUBLE PLATE T'(PICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING ANCHOR CORNER BRACKET KING STUDS BOLTS -- LOWER SHEARWALL CRIPPLE STUD SHEARWALL TO SHEARWALL RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS N.T.S. RAFTER JACK STUDS , TOP PLATE TOP PLATE o DOUBLE TOP PLATE 0 o WALL STUD �� \� 3/8" PLYWOOD SPACER TYPICAL HEADER o 0 0 WALL STUD TYPICAL HEADER CONNECTION I � - - OR AS PER PLANS MT524C RAFTER TIE TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION � � � BY 51MP50N OR EQ. w Ro TYP. AT WIN. HDR. Uoy opFNi WOOD HEADER/ WOOD BEAM 0Ro� REFER TO FLOOR PLAN j II R.R. AT 16 O.C. AS PER PLANS z 2ND. FLOOR WALL STUD - I (2) 2"xG" JACK 5TUD5 cv 2 xG KING 5TUD5 _ IL- _ �_ _ ! �_ = DBL. TOP PLATE AT Lu z z HEADER DETAIL (TYP TO BOTH SIDES) - ! - SECOND FLOOR OR o U O 2ND. FLOOR PLATE AT SINGLE STORY w Q SUBFLOOR NOT TO SCALE I� I ! __ _ __ I 0) > WOOD JOIST WOOD JOIST O RIM BOARD z BLOCKING DBL. 2XG TOP PLATE ! i I /4"X24" 20 GAGE 0 O JOIST HANGER HEADER STRAPS TYP. 1ST. FLOOR TOP PLATES TYP' ! AT 2ND FLK. EXT. GIRDER/HEADER WINDOW WALLS USE 8d COMMON NAILS @ G ii WOOD GIRDER O.C. AT FIELD AND 4 @ 2X6 WALL FRAME @ 16 O.C. WOOD JOIST 1ST FLOOR WALL STUD I o r EDGES -REFER TO PLANS ! FOR DESIGNATED AREAS I j I �I ( i I 114"X24" 20 GAGE 2XG BLOCKING TYP. !! �I JACK STUD STRAPS TYP. ATAJOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER BL SEAM R ALL ! AT 2 SIDES OF OPENING �i _ - BLDG. CORNERS 2XG WD STUDS AT _ _ ___ _ TYPICAL MULTI-STORY CONNECTIONS I G" O.C. TYP. Lu RIM JOIST 1 ST. FLOOR WALL STUD — � - 112" CDX EXTERIOR GRADE -- - -- - - - PLYWOOD SHEATHING 1 1/4"X24" 20 GAGE R TYP HEADER STRAPS TYP. � 1ST. FLOOR PLATE ! RIM JOIST AS PER PLANS AT EACH STUD w SUBFLOORN o REMOVE EXISTING SHEATHING N WALL_ STUD WALL STUD RIM BOARD A5 REQUIRED TO APPLY STRAPS BOTTOM PLATE BOTTOM PLATE WALUH EADER � BATHTUB SUB FLOOR o DOUBLE SILL PLATE NOT TO SCALE U = DOUBLE. JOIST DOUBLE JOIST NAILING DETAIL (ELEVATION) z � FOUNDATION WALL NOT TO SCALE TYPICAL WALL STRAPPING DETAILS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS NOT TO SCALE w J-1 C TYP. WALL FRAME-REFER TO SECTION DETAILS NEW WINDOW: REFER TO PLANS FOR tL/ TYPE AND SIZE z ,� I X3 MIN. PRE-PRIMED TRIM AROUND EXTERIOR W m OF WINDOW TYP. C) m lm W y 3 2 112" NO. G WD SCREWS C) z TYP. AT I G" O.C. MAX. 3" o FROM END TYP. U z � 112" PRECUT STRUCTURAL z PLYWOOD WINDOW PANEL TYP. FOR ALL WINDOWS AND GLA55 DOORS. ! E OF NEW Y 9 PAGE: GLAZING PROTECTION DETAIL A o 57o9y �OFES NOT TO SCALE I I "Al!lTr 0P.';'f D ALTLIEA710N 0,,F APPMON TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW