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HomeMy WebLinkAbout38780-Z •��OgUFFD(�ep • Town of Southold 8/5/2015 P.O.Box 1179 }" 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37692 Date: 8/5/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 260 Green Way, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-14.18 Subdivision: Filed Map No. • Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/28/2014 pursuant to which Building Permit No. 38780 dated 4/11/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to an existing one family dwelling as applied for The certificate is issued to Marino.Margaret M Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38780 12/17/2014 PLUMBERS CERTIFICATION DATED 1111. 'FM - Au, o Wed S.gnatur- '0511FFOtICdG. Town of Southold 3/23/2016 y� P.O.Box 1179 :4. 53095 Main Rd db, dao- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38170 Date: 3/23/2016 THIS CERTIFIES that the building HOT TUB Location of Property: 260 Green Way, Cutchogue . SCTM#: 473889 Sec/Block/Lot: 109.-5-14.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/28/2014 pursuant to which Building Permit No. 38780 dated 4/11/2014 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: ACCESSORY HOT TUB AS APPLIED FOR The certificate is issued to Marino.Margaret M Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED i tho ed Si ature e'sgo(,tC TOWN OF SOUTHOLD BUILDING DEPARTMENT #o TOWN CLERK'S OFFICE oy o� }� SOUTHOLD, NY pa , 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#: 38780 Date: 4/11/2014 Permission is hereby granted to: Marino. Margaret M Trust 606 Heron Point Ct Vero Beach, FL 32963 To: construct alterations to an existing dwelling as applied for At premises located at: 260 Green Way, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.18 Pursuant to application dated 3/28/2014 and approved by the Building Inspector. To expire on 10/11/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $510.40 CO -ALTERATION TO DWELLING $50.00 Total: $560.40 C'-0/ Building Inspector - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT . TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the 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 ofelectrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. OJ(a c/ (- 1 !! New Construction: Old or Pre-existing Building: (check one) Location of Property: 2 Go CQ n.r ,&) 41 4'1( - 1 C _ 6YV (/a House No. Street Hamlet Owner or Owners of Property: re ��G 6 /1///� Suffolk County Tax MapNo 1000,Section / Q ' Block 0 5 Lot P 9 hi• i Subdivision Filed Map. Lot: Permit No. 58' Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: • Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5� . A 4 ,k Applicant Sure �•,I%pi SO(4 Town Hall Annex itA. � l® Telephone(631)765-1802 54375 Main RoadilliAgg Fax(631)765-9502 P.O.Box 1179 G Q ,t Southold,NY 11971-0959 ,"r%% 4,, e roger.richert@town.southold.ny.us = , c�UNTY, ,.. i BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Marino Address: 260 Green Way City: Cutchogue St: New York Zip: 11935 Building Permit#: 38780 Section: 109 Block. 5 Lot' 14.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc. License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment. "Supply GFCI Protected Power and Disconnect to Self Contained Hot Tub" Notes: Inspector Signature: ___4,,k Date: March 10, 2016 Electrical 81 Compliance Form.xls ��,,%pf SOU4s, Town Hall Annex Ji l *; Telephone(631)765-1802 54375 Main Road ; N Fax(631)765-9502 P.O.Box 1179 : Ge. Q �% roger.richertRtown.southold.ny.us Southold,NY 11971-0959 .6 ,1' L -- eoUNT`1,0 �I ,,.� ... .iii BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Marino Address: 260 Green Way City: Cutchogue St: NY Zip: 11935 Building Permit#: 38780 Section: 109 Block: 5 Lot: 14 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc License No: 3677-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment 30 ft lighting track, 10 ft plug mold, 2-exhaust fans, 3-GFCI circuit breakers, 1-electric oven Notes: Inspector Signature: ZDate: Dec 17 2014 81-Cert Electncal Compliance Form.xls ly obo -------------- * TOWN OF 'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [i4 FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: DATE () ----A2----A6 INSPECTOR 2 40 4 'soUT�OI �'y00Uldi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLU 7NG [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: id'0 71)(1.4 C41( A61457,e-- DATE / 13 l INSPECTOR :(38 ' ��o��OF SO(/1*6e. y- 464 60 ;GZ 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH MBING [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING / STRAPPING [ FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK L4T! i A->0 * A -6 16-( i) LLIi iccR?c1 . c-J ( c4,44.1 "la d/i_fcitie:1L- ,9 M Leak /c am— /'2i,<JJ c'zJ DATEl INSPECTOR �� Y __ ,,,,, �f 11e„,�pf SOplyolo (If --4-00Uldi`I,�,, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH IVIBING [ ] FOUNDATION 2ND [- ] 1 ATION [ ]-FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6- DATE C / INSPECTOR7,"1-41 • 45:9 e • nqi * V V&' • TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) IX] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: • DATE ) 1/r7 (/ "/ INSPECTOR - -------------- ` �'y00UNi`1,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r - -�- G22r ♦ a DATE Ir INSPECTOR FIELD INSPECTION RETORT DATE I7. COMMENTS ._ - - - 05--.2—.ilri.'p ":'---, ::-_,,,,=-62k. ' atz, ' . . .. .- 0'.4 ' FQUNDATION(1ST) .. !' • FOUNDATION(SND) l.Q . . . . . . . .. .. 2 1 . .... . „. . . . . , 1/,..r., , . up..c ...,. .. . . , • • c, c/ . . I • ROUGH FRAMING& I D H PLUMBING • .. 3• 5 INSULATION PE1.N.Y. H STATE ENERGY CODE ' . .. • • • N • y . . // / ,/c./ . /%077# _• � , • ✓ J /,/zf / ,d Ss / . „1 d • , '-" t.9 is FINAL fitOxYr :.. ,t)$1---. /Vii.-- I. SC 4 - 4 " _ C.E, . / 140 ,i , I , . . -*-12X"e-7- CV/*' „-e-7,.... ADDITIONAL COMMENTS^ ./ EAlb a, . -1', i-v :PP .).----0 po ,)_ LL-C , 4*.' L , °'0 t con {_ � in. • o . 416 .-c--() irrn prfi.4),_ pe&" ) 5P 42-tc Yses-Th 614").0 Lt __..,-- 73 -fie ,��-: �, �n f _ l , / fbo--.-e, 'I-s n, 1 . P, O , � UlZ • 1 d:L1Pe •••••• •SI �� 7- . Fyll �h� or SOUTHOLD ^; ,. .:>;;. ;k: BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT r . Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971y '44 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 . .Survey • SoutholdTown.NorthFork.net PERMIT NO. 3&7(0 Check. Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined '/ Iy ,20 If Storm-Water Assessment Form Contact: Approved /i( ,20 Mail toLNA/2 ,S)Gf- ___472 7 Disapproved a/c A p Phone: 731- Y r0 (r Expiration to/if. ,20` `. • ps-v— (61C(A,Je Building Inspector 2 8 ?014 "APPLICATION FOR BUILDING PERMIT BLDG. Date g37?.//// , 20 rowiv OF SOUTHOLD INSTRUCTIONS a. This application MUS e 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. 1. 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 witliin'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 Name of owner of premises Fee// 4- Pfie /1'/51?Q //t d (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 of land on which propose4 work will be done: 2 w CU Gel House Number Street < Hamlet County Tax Map No. 1000 Section . /0,9 Block. . d S Lot /1/ I (/ Subdivision Filed Map No. ` ` Lot 2. State existing use and occupancy of pre�+ises an intended use and occupancy of proposed construction: a. Existing use and occupancy J 00&Lr— PAM /(y /2-E r" b. Intended use and occupancy 6/Ll E 3. Nature of work (check which•applicable): New•Building Addition Alteration y. 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 loor 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 new construction: Front Rear Depth Height Number of Stories 5�€ Sol 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4--0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO y 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO 14. Names of Owner of pre ise,si /�(..4iNO/ Address Phone No. 77E.5/7 4• 9M Name of Architect 6�f t,4'J7il Z-- Address Phone No 734 4/ /',T Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE)i.EQUIRED. 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,PROVIDEkA,COPY. Tei STATE OF NEW YORK) SS,: COUNTY OF Sill`fOL)i( r being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the y� 'E/ (Contractor, Agent, or orate Offi er, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this n j— day of CI) 20 - / c N IX-`NcaN `_ Notary Public Signati ';f Applicant CONNIE D.BUNCH Notary Public,State of New York No.018U6185050 Qualified in Suffolk County rqe gnrii 14. „fir I� Scott A. Russell James A. Richter, R.A. SUPERVISOR - -• ' Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 77.,b 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 � Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US •<.®.1 t' d°�,, �.so JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property wner,Design Prof • conal,Agent,Contractor,Other) PROPERTY OWNER: (if Different from Applicant) NAME: AR fC CH1,0472 7 7 NAME: FRE-6 4 egf<v 't 4-1 2/A1 0 ADDRESS: ie $g 9 3 I ADDRESS: (o b(Q f 1-02.4 01/` PO/ 1r Cr • ..Jr.a , - '31 0Eeo Y3 ifs Nt- Telephone Number: 7g4 4-!,3' Telephone Number: 77Z - 577 - 44 96 Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5”x 11"Envelope&Appropriate Postage. DATE: 03/2 5-/j- Property Address / Location of Construction Work: l 2 6o artf;) LAJ4 SCTM #: 1000 109 o5 leti? Corr 406 CAC- District Section Block Lot Required Documents for Stormwater Review: ME Copy of Complete Building Permit Application. X Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. X De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. 1E A Complete Description of the Scope of Work Proposed under the Building Permit Application. * A Completed S • liwater R e`Checklist. If No or NA are Indicated, Justification is Required. MI** F ; I/ ERING DEPARTMENT USE ONLY**** .�, i Reviewed B;. �� .i / ° Date: 3 24 8 • ppro •d: d 5 itional Information Required:" //14,0+2//coo """" CHAPTER 236 ,% 4 S WQ,r STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST u• DATE: O Zr/J ¢ APPLICANT• (Property Owner,Design Pro -tonal,Agent,Contractor,Other) O �,� NAME: °•,,�04 � .•` SC T M #: 1000 1O Q5 14•(BTelephone Number: r District Section Block Lot S MCP -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all information Required by this Checklist if it has not been providedi 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST if You answered No or NA to any Item,Please Provide Justification Here' show all of the following items: YES NO NA if you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries ✓J b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. 11 of the Site Boundary as required by§236-17(02) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f )I ✓ N O OX Cif v p o.t) f. Existing&Proposed Contours of the Site (Minimum 2 intervals) 5"ea T e G e v4-7.0a g. Location of all existing&proposed structures,roads, ✓ I driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. r-1 l J. Location of proposed Soil Stockpile Area(s). I iE 1 ✓J k. Location of proposed Construction Entrance/Staging Area(s). 11 ✓I. Location of proposed concrete washout area(s). f I ✓ M. Location of all proposed erosion&sediment control measures. 1_1_1 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate ni on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) ✓ FORM * SWCP Check List-TOS JAN 2014 31( I1$11*1f U S� ryo lam ' Town Hall Annex ,�, Telephone(631)765-1802 54375 Main Road (631)765- 5 2 P.O.Box 1179 . G rogersichert(a town:sout iOLV.us Southold,NY 11971-0959 0 -\ •11 • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION A 7-iern-c'REQUESTED BY: /C®5Agi< I 6c_ _ Date: 71g/lf Company Name: f os[j f( - Name: .Ro k fly! License No.: 3477 . • Address: ?O41. /441 e c-tvee- a/ o Phone No.: attd 7 3 JOBSITE INFORMATION: (*Indicates required information) *Name: CrP(if-PA\ - - a N Au *Address: ' 4t-eevt. GOcul 6utte,CAoctutoi *Cross Street: r1 *Phone No.: (e3 I - --1734 — rig& Permit No.: '? SIR ©� Tax.Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ? IL4/6 (Please Circle All That Apply) *Is job ready for inspection: 1110NO Rough In Final *Do you need a Temp Certificate: YES /10 Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION (6a l i = 82-Request for Inspection Form C `/` Of 'SOF S007: Town Hall Annex � ' 0l0 Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 1179 O • '',',�� Southold,NY 11971-0959 : �c®UNTY,*c4-, BUILDING DEPARTMENT TOWN OF SOUTHOLD August 27, 2015 Margaret Marino 606 Heron Point Ct. Verto Beach, Florida 32963 TO WHOM IT MAY CONCERN: RE: 260 Green Way, Cutchogue The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (For Hot Tub Only) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38780-Z Hot Tub only Bn-r,a a /- 4--73 - 01 /5 ► _ 000ro o r 1owlet: GD 53In - 2(46'643 VQ,cP SCDHS Rel. # RI D-95-0133 -c f Si ' 13 GREEN ' WAY e„o.¢ S. 89'12'/0” E. L. = 152.77' "e 21.00' maw. R. = 996.63' el.p e :�d Oil' "P 154.00' /o.t `5' EASEMENT FOR CONTINUOUS �I h 1 , _ ("Pt, 154.00' - RECHARGE SAND SCALE SYSTEM SOIL / W np. . -0 o I a. P cR �.P ` I45'* O v C 6Tk-1n n '�_ I V1. west to IO 0 • Nb �y Gln �� Cr) ct N cb c .�� v_zi0 u h A ¢)c g N Q� O Z % •.ii N ,, 012 W U.— Z Q >. 0 4'x irir.._� ir � p� I ) F .,N. °'r cud 1� Q O ¢8 \ ,,� R,aor 4.z k , °a SNr�Gc,rs O U r. P - a-r 2 42.0 - - -Soy• -- --- 2IQ 7.9' /03 '+ \ \O tr wood ' Qo pat t .. 4' U air 224 CERTIFIED �T ' �e ,9 l).\ KA THC.WI �.. AfFii00 e0 1 - LEONARD RIDINI, SR. O COMMONWEALTH LAND TITLE INSURANCE Z .1'69 m W4ae�- COMPANY W _ig 3/27/IT h I \ 3 LOT 17 K `�f LOT18 LOTib 1: Oh 7 O AREA = 40,423 sq ft. mon. 0.3 1,,1d (broke.") n.04- 15% LOT COVERAGE ( HOUSE, DECK & DRIVEWAYS -' brokE" 3 4.10:9' N. 89'12'/0" W. 173.18' P/ 74 7 ' .x_ Area SURVEY OF D.YTh V vaca-n ,,4'• oR. LOT . 4/Z6195 //A M. z les f f3or/n9 u CEO►a "FAIRWAY F �( 4• Tops°,/ FLmFit �,U74 1535 sFx2 = 2�6. ¢ c �3r4' 4-a 41 AT CUTCHOGUE , , ¢,¢, 5a„o,1,loa.n `W y TOWN OF SOUTHOLD 2 - 4 x ,g 0 = 336 c F 0 4 SUFFOLK COUNTY, N. Y. { 3 ctr r Sand It 1000 - 109 - 05 - 1418 ..i-,:: _.i ::`”_ „rte, r . . _ ,, __ • '" SITE SCa/e: 1" = 40' ,: , ,tvii,- _4,i ha s',. 0.2., �i wafer :: ..F s ,t, ilA: LOCA TION 111«d -TA • \ June 13, 1995 � �� MAP a..x, $` ---!P NO SCALE �� July 6, 1995 ( A ddititions ) ;'` k !x{ ,%,..: ' .; Le r 1996 (Foundation Location). Ocf.11,1996 ( Final) 9� y ,, _, l eft ,.;. cz.�Q F. x�O Get,- ! G � y, S / �O,I •ti 6Q c-�j �1 ' .-; ,' n Isq� y -,, •`i.,; :V:d ' of2�s�F,, -5c,...L Jq� , .•f>=,";} 3.4/„ def jrJeY s y�r \ � o f 5 o0 I am familiar with the STANDARDS FOR APPROVAL e° - fec AND CONSTRUCTION OF SUBSURFACE SEWAGE / bf 9 5 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ��g9e�/,2I and will abide by the conditions set forth therein and on the permit to construct. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIF7CA'TIONS HEREON ARE VALID FOR THIS MAP AND COPES THEREOF ONLY F ' SAD MAP OR COPES BEAR 77E,APPRESSED SEAL OF TIE SURVEYOR WHOSE SIGNATURE APPEARS IEREOM ADDITIONALLY TO COMPLY WITH SAID LAW TIE TERM 'ALTERED BY' • MUST BE USED BY ANY AND ALL SURVEYORS U7 LIZNG A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS YNSPEC7ED'AND 'BROUGHT-TO-DATE'ARE NOT DI COMPLIANCE WITH TIE LAW. /1-1.5.E 57�o�r /Q SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES X95 FOR APPROVAL OF CONSTRUCTION ONLY The locations of wells and cesspools / / ,� N.Y.S. LIC. NO. 49618 shown hereon are from field observolions DATE HS. REF. NO. A<A and or from data obtained from others. ECONIC Sr' EYORS, P.C. .68.-rc/ It /- 4�3q, - 0/ /5 / - ooa / D o 1 SCDHS Ref. 4. Rl0 0-95-0133f ow 1. o 531-71- - 2l$SG 3 VO,c0-n f N e,3GREEN WAY e„o.¢ S. 891210” E. L. = 152.77' f 2/.00' R. = 996.63' ei.p 0 �— ma:::�n d Oh' . 154.00' i e `5' EASEMENT FOR CONTINUOUS �I ay- �•�c',s — RECHARGE SAND SWALE SYSTEM �Q. a ` 145'1' O J c n IT-- n ��_ I V x v well M c 0 • Ct w� l� �� (gyp Et N C e `9 u Z ��' s- 4FCg' N Q2 1 X, a/ N Qt2 wEG(� Z Q r , Xleid CO _Q _ - Et i egelo. - /1/1.5e - A slibucc-rs 9- ---- — • )7'0;17.'23/izids k (fa 50 Z Et 'U 42 '�-- --- • • 7.9 /p3 :.,- Z0 \ uyood i13 122.E - weH U o.2 CERTIFI T .� KA THL N 0 \ `i, LEONARD RIDINI, SR. 0 COMMONWEALTH LAND TITLE INSURANCE COMPANY Li h \ 3 LOT 17 v LOT C) 0 z ii LOT 19 o AREA = 40 423 sq.ft. �- p3 ince(broker) a 15% LOT COVERAGE ( HOUSE, DECK 8 DRIVEWA YJ __ I I'ro Ice" '3- -- • e%09 N. 891210' W. /73.18' Pi 7.8 1 o 4' SURVEY O Pa-ca-/I C• O 9 lAy 9 LOT 186/2(o/95 I/AM- TPS{ goring "i? CE0e "FAIRWAY FAIOtu" ¢, Top50,/ ; QoAO FILED t �,PJ74 MAP l ib 6+066 1535 sr x �l 2 = 2'6. ¢ cF 3,., `� t AT CUTCHOC,UE , _Sandy loam w�o TOWN OF SOUTHOLD - 4' x g = 336 c F ¢¢�~ r— o . ~D y f 4 N SUFFOLK COUNTY, N. Y. Sand � •. ' 11. 1000 - 109 - 05 - 14.18 ,; --r .;,,„ - • '` SITE Scale: 1" = 40' #�. � ., ' T ---- /0-11.1.,- -..cf"--.....z.,5,-,Nya;�.s�� �' � �r wader \''O�2�� LOCA TIONJune 13199 ; ; v `. 1 - .�: r' -, a?ix; MAP y4 ' zn �' . ' 4 :� .„, °4 NO SCALE tit5 July 6, 1995 ( A ddititions ) Mar.211996 (Foundalion L oca ion).' d ¢hk''1 ' - — Oc1.11 1996 ( Final) 4" • r ,�'6-,.,�c.s`'--� -t-' «.1�', ` 1 yle 5�, ger S yo \�S 0 L 1 am familiar with the STANDARDS FOR APPROVAL ���ie feCo�l AND CONSTRUCTION OF SUBSURFACE SEWAGE / 6I' g 5 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES _' e'e� and will abide by the conditions set forth therein and on the J , - permit to construct. 1 ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA TION LAW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL TIONS - HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY F SAW MAP MAP OR COPES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'AL TERED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED'AND 'BROUGHT-TO-DA Tr ARE NOT IN COMPLIANCE WITH THE LAW. SUFFOLK OFRCSUCINERVICESL'/'S? 5TkO -r /2/7/95 R COUNTY DEPARTMENT The locations of wells and cesspools , Al N.Y.S. LIC. NO. 49618 shown hereon are from field observations DATE HS. REF. NO. All and or from data obtained from others. ECONIC SIL EYORS, P.C. (516) 765 - 5020 P. 0. BOX 909 ELEVATIONS ARE REFERENCED TO N.e.V.D. APPROVED 1230 TRAVELER STREET ' SOUTHOLD, N.Y. 11971 95 - 188 REVISIONS: • Cn 0 I OzC-4Q. , n ,Qa 8'—o'' 4X4 ACQ POST 0 0 w,�FTC,(TYP.) LL , 3'BELOW GRADE W I 1 (2)2X8 ACQ GIRDER i , H .�¢ Q ''' (E 1_ . -- - ---1, � - ' a I 1 1 I 1 1 1 "1 -CD 7'-4"X7'-4" ' ti O 7'-4"X7'-4" I HOT TUB 1 a HOT TUB ;•L) I I 1 1 H '',—U `✓ I (2)2X8 ACQ GIRDER ' � 1 --- - -- -y- 1 1d .. J -1-.. A J 1 j•••••••••••• EXISTING CD 1 - 1 J J _J___J J J -I -1 ,1 .1 1 �J 1 1 a 1 1 Q 1 1 or t 1 a 1 1 II I 1 Gam, t -, --. _,____t___.y y__•_y 1_---1 y---y DECK W REPAIR SIDING U AS REQUIRED O r� c N U 14 REPLACE EXISTINGREPLACE EXISTING DOORSNIF) DOORS(VIF) FWG6068L :T:T: FWG6068R --1—..-.."'> -_ _ / 1 C ,( ------- --------------- - '-- ---S-----=C-7 I — —� ==== -1F F _...... 0 r_, N v 0 S o EL r-1 rPROJECT NORTH FLOOR PIAN E— W N ED PR'.OJECT NORTH EXISTINGFOUNDATION PLAN SCALE: 1/4" = 1' z -° 3 Lu 2 � n rti Ni 0 W G [MIMI M L 1 i 1) IF '1- I ' 11 0 i,' ry , , r 1 1 ; 0 U )ii {II ) ! cri; o I!' L . MIY 16 2014 ., I v �� 11 -,..,' "-1-�4� ELY" o EM G'tJ CO'�Jr'LETIO�JE -,) B, Fo�iE "11rlA E," Q tLA '',' _. FS,,� ,,,,b7?/;°--1,4, Are,. 1 , I.\ tr W n,.t E + "-,,{ DRAWN: MH/MS SCALE: 1/4"=1'-0" '. ZS:--)_1/4„, vt: , 4:9:04;:*;1101' ,:orri,:i v JOB 6 May 16,,2014 • SHEET NUMBER: £m( IA4 REVISIONS: 1X8 W/1X2 VINY TRIM BD. 0081 Y - c 1X4 VINYL TRIM BD. li BUILT OUT SOFFIT �I I CEDAR SHINGLES ! (( I 18 R&RS i 1r ; - ACC 1X4 VINYL TRIM BD. i ■ 0 I e FYPON/t626--01 BRACKET Q GABLE SOFFIT 514X6 FREEZE BD. 5/4X10(RIPPED DOWN) . O FREEZE BD. �I 1 11 1al1,-6„ IN I .. GABLE END DETAILS w SCALE: 1/2" = 1'-0" O I I A Wz REMOVE EX.ROOF AND I I I I REMOVE EX.ROOF AND rn REPLACE ROOFING(TO MATCH) >. �`](J 1L RE-DO CHIMNEYO O C +� REPLACE ROOFING(TO MATCH) � O p.,, (--i THIS SIDE ONLY. (REAR TO REMAIN) _-C_.JC-.. (BLUESTONE CAP) THIS SIDE ONLY.(REAR TO REMAIN) C Q' REPLACE RIDGE CAP,FLASHING,ETC. --'-_'C=- ^-J ` REPLACE RIDGE CAP,FLASHING,ETC. F-�I a W i fA�� J. W ,,..._-__--___._,. -____----___ -- - -- --- / ,/ ---.-- ___- --- ------ - ----- -- -- _ 4-1 ----.- �.�. __ _- • - ____ _ _ _ . __ - At% _CEDARSHINGLES- - - ~ �SHLES- W_ _ -- ._ - -- - I8R&RS - - - - - -- 18"R&RS - -- _ _ 1 1 1 ----- REMOVE EX.BRICK SIDING - _ 1 1 U - -- _-__ r-. -_ W_, _" _ _ - -_-- _ -_--_ .____ _ - _- __, RE-SIDE w/78"R&Rs SHI F - - - - - __ -__ .�.. . �, - _-I/ _ ".`�� _ �_ •EBUILD COVERED ""�� - /� �_ -. _-.Y': ..�:- :.-- ----_-_. �_: �- : -�`-_ rs----1 mem= In _ --- -- LUILL NEW • BHANGS TOBE ri..____7=-72.1.----_---_-_-111-17-7---17--_—_-_-__"_-___" _.. ______ __ -_. • .■I. NEW OVERHA S TO 8Eu_ Y i ,', T 7 BUILT w/GABLES MP OUT11 l r. I ____________= -- I-.__.__.--- BUILT w 'BLE BUMP OUT ______________,_._____.- u_._.- -----' - `- _ w_ -` - w/FREIZE BDA D BRACKETS - - I._ ---- - w/FREIZ: : b.AND BRACKET• - o y _ _ _ lil J�DD 3-1/2 CASING_ ` _ Eli - IL I �__ TO ALL EXTERIOR—, ----__ - - -- _ I. ._. _ -.._ _ _-- — - -- EXISTING LAPBOARD -_____._.___- -— --' _. _._,_ ----- ---- __.. __...__ _ `___..__ SIDING TO REMAIN — flPENINGS(TYP.) _ . - - --_- � ------___ ________---_-...__ _ ___--____ __ _ ----------- _ __ - _�- iL" ._ - _ --- __� ��_ __ -. _.._.. _._. '� (RE-PAINT ALL SIDING __-__ - _ _ AND - _--. __._ _ REPLACE EXIST.WINDOW---- 1 - ---REff�LACE EXIST.WINDOW - - "` "` --_______.___. - -- RIM) . �J�.._w/NEW DOUBLE HUNGS`_...________.___... I al i '',` I- _i ___________-REPLACE ___._ .___-_____w/'NEW DOUBLE HUNGS- - --- -- -_�` �____ _ _ - -—_--v W Z - - ___.___ _ - _ w/ARCH TRANSOM ____--_---__ _-- r _ __ /ARCH TRANSOM -_.-_____ _______ -- ________7_, , - - — - — ct cV L) PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' 0 N � 5 en O m C CJ O ..._ =y V•r O a op 4.1 .6•, V ti p v \ IJ LI v� ,~ Para UMZTE Ln Le) a _ CV CU E P..1 ALL &WATER LINES;o,_ TESTING BEFORE COV;RING H friwiU ""W•' IC O PLUMBER CERTIF;;;A;,"C;w' 4cnd ,,nri.E: . , F .I---„, .0 ON LEAD CONTENT�3EF.C;i; : „s E"I,4.>a L. ,., ).•,� , �L CERTIi=;C:;r OF OCC�U `v�Y N 1 � ��� I C.;TE. // / B.P. # ��' c,0, .R r,_.:._;� is '.'.1'1., '7'R g �r Iii III o Fin( BUILDING DE:P'ARTIUENT AT r' _ EX::t--7,7-' • r o I t Iuiii _ 111 _' — - - 20 ry.t Tv 4 r M FOR T t u 111 .et ■I■ _ -- ■■ — „ - UU+IDP,TiOzJ -l i^e'O R QUREDCg • 0 0 — ""nl '� PLU'�'ai�dG, > — — — - �I APPIN'G, ELECTRICAL &CAULKING p SUl�TION o a - — — — — P°'AL CC JSTRUCTION 8:ELECTRICAL1111' - - - - • �, S;BICC'" E rORCO. $\` — ` vA� _ T r CONSTRUCTION SHALL�,1EET THE - - - - - i . uUIR:N': nOFTHECOD'-S OFNE'v�,I RV,STATE. NOT R.ESPOi'3',BLE FOR „ • \' - - - - — C ;IGN OR CONSTRUCTION ERRORS. ': ,.i.` .. '�.�`". � '' 'a :'1 DRAWN: MH/MS RETAIN STORM WATER RUNOFF `� ` + _` tet' SCALE: 1/4"=1'-0" EXISTING NORTH ELEVATION PURSUANT TO CHAPTER 236 • -. " $ JOB#: . March 18,2014 OF THE TOWN E. ze. SCALE: 1/4„ = 1, Y,‘,. At 'S > fir% 11:1.-:,;: SHEET NUMBER: i REVISIONS: II I1 I I RE ROOF __ -- - - 0_ - - �._-.__-- -_____--. ___ _..,__.-____-__.-__ _. �__.__ __. - - -.__�_____-__---_------_..EXISTING ROOF SHINGLES-- --_._... a_.�_ -_^ yT _--- --- _. _ _-._ —.__.__.---- __ ..-.--a______. ...-... ,.__- __..._.._..,..-_...__.---._a_ __..._TO REMAIN _ - .� - __ _ _._. ..-_.-__._ --___.___- __..____. --� _ - . 0I _ .______ REPLACE EXISTING OVERHEAD DOORS _ —_...___ _-- ----- __ -_-- _ _- �__ -_._______-. ^ W ________ ____ --__._ --._______ (NEW EXTERIOR TRIM ALL EXTERIOR OPENINGS).---.- ___ _ _____ -__-________._ _ _._._._.___...___ - __.__.______-_-_. -'-------------'--__ --- ___- _ _ ______ ___________ in \ _ \ _\\__ eff _ , / _ _ ___ ___ _________ _________ - v v \ \ ___ PROPOSED WEST ELEVATION SCALE: 1/4" = 1' 4) O � w c.7 �i c u .r.1 0 � Crt N U r—► rl I I 0 N � mt — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —* - — c 2._ m O :u85 ..-r A,U O o » a' w � ,x � CU = ° ,.t on 0 ° 4 a Ln U N T. �GJ .r W 5- t� N\!\ Evj W • /• ./• I '1/4 I• A• d , 4 --.)\ 4-- 4c.,) of Hi .. 1. 1. .. 1. 1. V ,.,.�< to I in _----- ♦ , ♦ /♦ /♦ / ♦ /. /. r♦ / 03 'T=7. N . 1. 1. 1. 1 / >r 1 1 1. > E-I - - -s- - - — _ _ _ — _ 0 — . 1. 1. 1. 1 . >. 1. ♦. 1 MO CO) U a 4t4 r. 'O: 4:E EXISTING WEST ELEVATION ....„,pl, SCALE: 1/4" = 1' 4 _ { \\ 1 0— Vit` �/ '<.d•, f, f 7 r- `V ^f `t 1-,; " t °` I'' DRAWN: MH/MS ' °.i. . + ° SCALE: 1/4"=1'-0" JOB#: c" March 18,2014 ♦, „" `� ),:5 ,' I SHEET NUMBER: ...2 REVISIONS: U U I i *0 ❑ 0 0 0 _o n LI 0 BEDROOM No. 1 DECK � i i REPAIR SIDING ❑ AS REQUIRED Avin REPLACE EXISTING /REPLACE EXISTING DOORS(VIF) / DOORS(VIF) O FWG6068L FWG12068-4 FWG6068R / n h-I-� b —1 I i I 1 —L . ,, j ----- -11 or- ,.,_ 1 I z BREAIAST NOOK SOUTH 1 1 u HALL LNDRY. P-1 a BEDROOM No. 4 i i fl _LI .\ ROOM BATH No. 1 � 0 Q w DINING L. I I _ \ E--I ... . .. . . . :II: 4111111111 T, �1._4, �) -.••••, II _ .L � - g4.1 I RAMP H ,.._..1 ' I _ , • LIVING ROOM I" - -" . - - 'o o - ,/ 2,4 / BEDROOM No. 3 ����� •-REPLACE EXISTIP161�i990R-- , WITH ARTISAN DOORWORKS .,�/1 : rite •• • SYMPHANY TRI-FOLD 2-BAR PANEL '/ ,L.---- I - - - - - - - - -- - - - �--- 0-4•- - - --VINYL,-1.2-L-1-TE M'cE-I VlifieEM5- •--(2)-3102H-(•SEE-EtEVATIoId)--— (I). f l- GARAGE > (--- .\ �� 1/2 BATH '--' '//i �o l `1-- i j r KI1 HEN 0 0 I I I I a---- � 6 �"� N E BATH I I , it U I rI #00,\Ir- , II '0 No. 2 I. 111 I. '--- N L • - - — = :-..]1(1 N.E. HALL I .� - ENTRY -.-?N I BEADBOARD T /% I I LIIIII"_..malliAll_ REPLACE DOOR w/DUTCH DOORS T -I - I, NEW SIDE SIGHTS AND TRANSOM 1 ii PJ rBALDWIN OIL RUBBED BRONZE—, I��1 1-1 I1 HARDWARE,LEVER(STYLE AS �\ SELECTED BY OWNER: DEN (b O (--.- Eia co 1-1 m BEDROOM No. 2 SIMPSON7081DUTCHDOOR 1 41 ur ~ 7701 SIDELIGHTSCI .- ~ O H S. REMOVE BRICK FACING RE SIDE(18"R&Rs) 0 +- PORCH �, 0 OBLUESTONE TO REMAIN O "CS o \ 12"dia. FG .1 't o Gf1LUAhN u .4 r ,_0„ 8'-O„ ,2,_O„ Ln v (.8 P 20"h ARCH OVER 9 - FLOOR PLAN N CU 1 W (2)TW3046 G P ° 4 s LUNt 1�'617':'Plt�-B'UILD1(FORMALLY STROBER) zo°h ARCH 46 P E('fTTT. "'ill N (631-249-2400) N DBL. PLY 3/8" AC SHTG. Emil W.I ASPHALT ROOF OVER RADIUS CUT RRs @ 8"OC ICE &WATER UNDERLAY, FLASHED 0 V (LAMINATED 3/4" AC SHTG.) O 10111111.1101111 (ALT. COPPER ROOF) TE4 CUI) ANDERSEN UNITS TO BE STORM WATCH 400 SERIES.CONTRACTOR TO VERIFY it 01 1 I 1 I II I( Ib` ALL OPENINGS AND ADJUST AS REQUIRED FOR NEW REPLACEMENT OPENINGS. ii !I i i ii _�,II i i I 1 li ''-:::--1-------1--------CONTRACTOR TO CONFIRM ALL HANDING,HARDWARE,AND '! 10' RAD. I lit: GRILLE PATTERNS WITH OWNER PRIOR TO ORDERING.GRILLES TO BE 3/4" V WIDE,SDL WITH SPACER BAR.GLAZING TO BE LOW-E(TYP.) 1,-. ___ TDOUBLE HUNG(LOCKING)HARDWARE TO BE ESTATE OIL RUBBED BRONZE. TIE INTO � �DOOR HARDWARE TO BE MADRINA LEVER SETS,OIL RUBBED BRONZE.GRILLE (2) 1-3/4 ML HDR. ' ' ' ' ' ' WALL/ ROOF ii-Udi I I TO BE 2-1/4"WIDE,SHORT FRACTIONAL STYLE. ' I I I I I ,+,.INTERIOR FINISH OF NEW WINDOWS AND DOORS TO BE PREFINISHED WHITE. ,. '7 h CUT LE 10' RAD.' (SEE ELEVATION) y�+ -} I I - I I i I \ oo 1 I I LC) co I I I I I I I - j� 12"dia. FG ' ' 11, I ' I COLUMN ' ' 1 11 I I - s, . /n t., � +I II Li � l d,, f. ..44' DRAWN: MH/MS 01117:ter.;,• N v N 1 . : t�. 4.SCALE: 1/4"=1'0 ' 4X4 ACQ POST ' _ " Jo3#: — +.J` March 18,2014 I TO ACHOR INTO `\)\ /. ' SHEET NUMBER: GC TO VERIFY CONC. STOOP CONCRETE w/ -_"¢ >� TO SUPPORT NEW COLUMNS 5/8"dia. ANCHOR BOLT ;..f w/WASHER & NUT A1E1113 REVISIONS: A N 7 _ W ,,, ham' EXISTING ROOF SHINGLES TO REMAIN O ,. 1-- fa., a w O rs 0 C/] g Z w rn 0 p H x EXISTING g SKYLIGHT W Hl .."11 ( EXISTING ROOF SHINGLES TO REMAIN EXISTING ROOF SHINGLES TO REMAIN EXISTING 41116. SKYLIGHT CD REPLACE ROOF CAPPING 0 REPLACE ROOF CAPPING 44 REPLACE ROOF CAPPING — 0 � O U •Tc.,, � rl V CHIMNEY ,_, ( I GC TO VERIFY REMOVE EXISTING EXISTING STEPFLASHING REMOVE EXISTING REMOVE EXISTING ROOF SHINGLES REPLACE AS REQUIRED ROOF SHINGLES REMOVE EXISTING SHINGLES RE-ROOF WITH RE-ROOF WITH ROOF SHINGLES ROOF RE-ROOF WITH ASPHALT SHINGLES EXISTING ASPHALT SHINGLES RE-ROOF WITH SHINGLES (MATCH EXISTING) SKYLIGHT (MATCH EXISTING) ASPHALT SHINGLES ASPHALT (MATCH EXISTING) 30#FELT UNDERLAY 30#FELT UNDERLAY (MATCH EXISTING) 30#FELT UNDERLAY 30#FELT UNDERLAY 0 4116. co t-N1 cu ) , c7 EXISTING h o .1 SKYLIGHT \ O 1 +', ) 1 j^ =° mi-f2 ri wt., I PLYWOOD PLATE o 12raN U' 4 1-_ ". N °J v 1).ALL PLATES SHALL BE FASTENED TO RAFTERS WITH TIMBERLOK SCREWS W NEW PORCH ROOF REMOVE EXISTING AT EACH RAFTER. G (ASPHALT) ROOF SHINGLES REMOVE EXISTINGRE-ROOF WITH ROOF SHINGLES (ALT.COPPER ROOF) ASPHALT SHINGLES 2).APPLY DBL. 3/8"THICK(TO CURVE)FIR CDX SHEATHING OVER NEW RE-ROOF WITH (MATCH EXISTING) ROOF FRAME. ASPHALT SHINGLES 30#FELT UNDERLAY 3).VERIFY EXISTING AND INSTALL NEW METAL DRIP EDGE OF ANY (MATCH EXISTING) UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG -EMIC W 30#FELT UNDERLAY EAVES. 0 7 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.NEW PORCH H ROOF TO HAVE ICE&WATER BARRIER UNDERLAYMENT. V0 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS 41 T WITH ROOF AND SIDE WALLS(TYPICAL). 'Q 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING N MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. t E"'1 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE g WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS Q" S COMPLETE. E PROJECT N 0 RT H ROOF PLAN 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. U USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH ATC i 1' LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 0 N SCALE: 1/4" = USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT g CUTTING INTO SHINGLE SURFACE. r 11 ' z i*' 1 l' 1/1/-#"\- '• BRAWN: MH/MS _•,`R '' _ :.'° ; SCALE: 1!4"=1'-0" '1 '`* ' ;'`i,., .,-:''''` .;/ / JOB#: it March 18,2014 ;:°.-- 0 ,)3 "c.p, SHEET NUMBER: A-4 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. O KING STUDS i'IIiI Pit ,�.� tai WALL STUD ENDWALL CRIPPLE STUD ,, RAFTER 041 �+ '—; '- .„111`' RIDGE !', If BOTTOM PLATE BA7 TUB __�'� ' 0 `` IIILEDGERHEADERIII10 �� DOUBLE JOIST v ' ,` `�ISIDEWALL `� •� ., ' yit4 1 �� ,// I� RAFTER m013 �\ Pr",'- 111111 ' ` II JACK STUDS `' ' FLOOR USP NUMBER DESCRIPTION APPLICATION 1111 4I HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ' 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR W 2ND. ADS5 HOLD DOWN BOTH ROT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTERJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUDFOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC WALL STUD 1 . / �� VENTSTHROUSELECTED ETF EXHAUST ', VENTS SELECTED AND METAL STRAP —�', �- �— LOCATED BY CONTRACTOR O h W r �— Q CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O Z RIM BOARD • O CHIMNEY RAFTER 11114 ASREQUIRED ' a0SILL PLATES) WALL SHEATHING RAFTERS MAINTAIN ', U ' ` ' If • ' If .. • ' ' ' ' I ' , 0 ' SIDEWALL FLASHING , VENTILATIONWOOD JOIST .7 ' I� F--Irz4E. FOUNDATION • • TOP PLATE BLOC KING 1 0 c/4 BLOCKING ',, IFINISH AND MOISTURE 10/11) i'` 2x4 LEDGER ' z WALLH STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING ,�, �I�I��� ''" ; �N 2x4 SOFFIT JOIST ` , 0 AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALLAT WALL -- I FINISH AND ATTICNTAIN GAP ,� MIMUMHNET BEALL PROVIDED VENDTIILATING AREA T FASCIA II 1+ t GUTTER N ' g FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION \ ► ROOFING TO AVOID SOAKING WALL STUD ;� NOT LESS THAN 1/150 OF THE AREA OF `I I''� ' THE SPACE VENTILATED. ALL OPENINGS —I WOOD GIRDER rlj�' J I W INSTALL 4'O" O.C. �.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 11 II 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD 11 ' H ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. '0 FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY CONNECT TO v 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR ON ALL OPENINGS / EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ACTION INSTALL 4'0" O.C. " ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �, ' / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT 2ND. FLOOR WALL .. ,O1 F FLASHING I B a ® B 40110 ,' ROOFING LAPS BASE ;P. ` ` FLASHING 4 INCHES �• w 1 . � ,V BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME '1111414,1 C/) ..� r SIDESEXTENDS INCHHES ANSHINGLES D LAPS MATERIAL NAILED TOASHEAROOFING TTHING 411k1 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ' WOOD JOIST � � W I ►► TOP PLATE � ��I118 �� GIRDER/HEADER 11 '♦ i...I CD H I -✓ -r -r -.r •--r SIDE WALL FLASHING ��� WW 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC �� WOOD JOIST �• �I (� cV („) AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 411 f AND RAKES -- PROVIDE HEMMED EDGES SO he FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/ 2' HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD r. DBL. SILL PLATE �`\� ; \ o TERMITE SHIELD SILL GASKET\, ' , SUB FLOOR [V a� WOOD JOISTS 0.0. n o �� ' NEOPRENE o In CONC. SLAB ►.� GASKET r,., 2x6 /2x8 CONTINUOUS WOOD PLATE W co o TYP. CONC. FOUNDATION ( 6 MIL. POLY " ►-• V • ,-1 `° " -" DAMPPROOF EXTERIOR GRANULAR FILL _ BOLTED TO STEEL BEAM WITH C '- o N 6MIL POLY ON EXTERIOR �' . a r ` 1/2 " DIA. BOLTS © 48" o.c. STAG. V A ' \'` STEEL COLUMN �� nri ` / 4 - +' •� ° d 4-1z.t. d •�, a ROOF JACK ' N� `�`� =:� _ O IA tt. .0 CONC. SLAB rt;.' • . STEEL BEAM N, .�� \; ��p ��„ �'n ANCHOR BOLT EMBEDMENT: ` v •'.,�\. a�lvi, POURED CONCRETE: 7" . 4" x 1 4" x 8" STEEL COMPACT FILL „� / 'A V 1 p BLOCK WALL: 15" ` -- y ROOFING LAPS . TOP AND BOTTOM PLATE Ir, U _ V ° G •° 1 d FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT 'a t'8 is KEYWAY FOOTING o A A1111%11141118010 CONC. FTG. 'p Q•p o SIDES AND TOP . r7 �� ti,; USE WITH 3x3 SQUARE WASHERS `+444".1,1,,...,\. .,i4_ i' ^ : 4 ANCHOR BOLT CONNECTION111112: �., 1/2" GROUT (NI a W 3 *` , REINFORCING BAR (USP LBPS58 OR BP583) I , ;Oa FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN DRAIN TILE / i p • ANCHOR BOLT CONNECTION I I 10 KIPS w. +, SUPPORTING MAXIMUM SPACING FLASHING LAPS ...,---"-- 1 ' ( ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION NEEDEDTYPICAL BEAM DETAIL W TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARINGEt WHERE FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIONI + (SLAB-ON-GRADE) 1-2 STORIES 57" 00 ROOF JACKS & VENTS DETAIL O U)1 tl)) SU B FLOOR CONC. SLAB I I/ DOOR FRAME h °� 6X6 10/10 WWM GARAGE JOIST N COMPACT FILL _ DOOR I O E"'1 USE 2X8 STEEL BEAM i "�� I l FOR B LOC KOUT .011 I';•' 4" SLAB d P.T. PLATE W/ 6X6 WMM \ I SLOPE ' ' _ ' \N, � .. < ..° 4"DRIVEWAY --- . NOTCH JOIST AND ADJUST HEIGHT V IddiiIIIIIIIIIPP AIR ACE 1 tl� 1/2" ° 7v1%2" e • e e • (WITH A NAILING PLATE IF NEEDED) Q.' AT END AND •"� •.o ° n , :e , ° , TO B E APROX. 1/2" OR HIGHER THANCx _. y,,A,' �^ ES OF WOOD !�,��ir♦:��o`4 D o Q ° ��� '�,�' STEEL BEAM TO ALLOW FOR SHRINKAGE a a WIN 4 e •a i�j��, ���� �r PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) a G'ADE 4 '-.c►'-"--- •----"---t c' BEAMS 11 r■-�■ 1 a e ,\ ,...-, ; j '6, SII'6, l!*r.Aivt- >-� ."� 6X6 W.W.M. - - - - �,, a �� T II 1=111 I p • �. 12" ,'L` •o ��S�.'';: ..� d e 4 �e d ! p' e A 'p —m= i, ie. 'n A.' �', A', ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM 1 A. �IIII�I T. SUBFLOOR MIN. lc. .. is C. a '. �. 1 a . ..' p; . . . *a d417°V)". REINFORCING BAR C - p. NOTCH EQUALS 1/4 DEPTH OF BEAM I� AD 0 .a.o i • a II=11 / 01ST 11 • M REINFORCING BAR o ° • o __ `' DRAIN TILE a I • d �, 4. a 4 a fr, ��� , 12" a , :�" SHEET METAL / 30# FELT UNDER BEAM AT POINT ■■ ^■■_ ■ ■�_ II STEEL BEAM ~.j <" l` a' OF CONTACT WITH CONCRETE OR CONC. BLOCK —1 1 -III-1 I-111_I1� "• . '4' . , ' ., \ - a.° 3" PLATE (BOLTED TO BEAM) .E,. F, . TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 41 Q^ SHIMS TO LEVEL BEAMIt '. -•" �.. ..: Ste. �. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT {, /''" J. DRAWN: MH/MS ,„. ''' . , ' i :' SCALE: 114"=I'-0"ABEAM POCKET Y ".1....:': JOB#: A L . m 1,--7,:t' ' March 18,2014 * '+. ,.: -,4,,,/?.` A, ae �. SHEET NUMBER: REVISIONS: GENERAL 1\10TES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RiDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOiNT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOiST TO AS PER TABLE 3.7 EACH FACE CURRENT SBC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 .WALL ASSEMBLY TO FOUNDATION: 2 -16d COMMON ROOMS (OTHER THAN SLEEPING) 40 w (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift _ ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under GAURDRAILS (ANY DIRECTION) 200 O construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL SPACING NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of theseplans. spacingis to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W p p p p2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 0 Z 0 i 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE 4 - 16d COMMON z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ;Li O 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. TypepanelEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U P pp I exterior shear walls with a minimum of 7/16 inch wood structural on the exterior STUD 2 - 16d COMMON O.C. NAiL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: Z 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE (SMOKE & CO2 DETECTORS)HEADER ALONG EDGES NAIL SEE FLOOR PLANS 0 such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified ►-i zz in table 3.15a-b. TOP OR BOTTOM 2 • 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION E--i U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOiST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC St GEOGRAPHIC DESIGN CRITERIA W length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 H 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMINGN G. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. g), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shallwith table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOiST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs Cl..) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: -3 EACH TOE- 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" SEE NOTES: 1 ( BOTH FIELDS)O.C. NOTE: 2 FOR PANEL FIELD anchored on topof the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL r$ �, 6" maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C. 8d COMMON 4" O.C. SEE NOTES: 1,3 Q d along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAiL 6 8x16 cast iron foundation vent for every 150 sq. ft. of area. , NOTESW Z7 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE W 0 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 1 _ JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. (. (,,j N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners, hangers and anchors to begalvinized or stainless steel. 3 - 16d COMMON $'-� the below grade portion of exterior walls prior to backfilling. g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, C't N U BAND JOiST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE - FOOT SEE NOTE: 1 FRAMING NOTES1/2" 7" long ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum dia x anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOiNT DESCRIPTION NAIL NAiL Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood FramingConstruction Manual. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the buildingand ledger. NAiL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD r-iotherwise. JOINT DESCRIPTION N E Ledger to be fastened to buildingwith 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) < , o 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn y where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS :(111 ,,, oBearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O-C. SEE NOTE: 3 co �. .6). Concrete piers shall be a minimum 6" above grade. O oNopenings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: " w �'o enin s. Bearin wall window sills shall also have 2 window sill lates for 2x4 wall NOTES •6P g g ( } P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored ,a openings between 4'l and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOiNT DESCRIPTION NAiL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. andblocking where applicable. QTY'. SPACING , 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall x PANELS 8d COMMON WFCM - SBC be used. g q o 2()>a y PPconnectingPLUMBING NOTESm 5) anchors where applicable to all joists. �►' `�-a `" 7/16" OSB 3 O.C. EDGE �,, a, � v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" 0.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). N OTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL W 14 provide adequate bracing and plates to protect and secure the structure. Verify with the QTY, SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H 8). Dormers running up roof rafters are to be supported by double rafters on either side d where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U 1" OR LESS 8d COMMOIN 12" O.C. FIELD 9). Provide blocking bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists HVAC SYSTEM NOTES C 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. In under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q' 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �► requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF F, needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier, 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Q1212224" over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be 11reblocked at Intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed P 1/2" n using parallel rows of studs or staggered studs. 13). All bathroom walls to have thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8 thick t e-x sheetrock. All other arts of building 2). All electrical work shall be approved b a qualified Underwriter. 2). When wall sheathing is continuous over connected g yP P g PP y q members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ,Ali\ to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings. •N'\. `' g p 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. :r -� . ; �,, rjr___ 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).in concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces w {C` `'° under stairs shall comply with current N.Y.S.Residential Code. -f ``,. %"` N approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM r PP q PP g 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ' torch down type material over. i :'. yP ; .r� DRAWN: _ flame and products of combustion. � ; , '���' i' SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5). For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. - • e'° : JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. - : „ ;,- ' -March 18,2014 , `„`'" SHEET NUMBER: i'° .... ).. 1