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HomeMy WebLinkAbout39915-Z "UffQi PZ• % , Town of Southold 7/5/2016 (Er t4 P.O.Box 1179 53095 Main Rd T3 411 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38360 Date: 6/24/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 320 Bunny Ln,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-6-28.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/23/2015 pursuant to which Building Permit No. 39915 dated 8/5/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry, to an existing one family dwelling as applied for. The certificate is issued to Yozzo,Michele of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39915 5/4/2016 PLUMBERS CERTIFICATION DATED Au orized Signature , , ' 4iii-oR TOWN OF SOUTHOLD ;��o 4.0*,,,s BUILDING DEPARTMENT 1y - TOWN CLERK'S OFFICE o�� vg a� SOUTHOLD, NY . 01 * y,�tl ' mg 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#: 39915 Date: 8/5/2015 Permission is hereby granted to: Yozzo, Michele 320 Bunny Ln PO BOX 314 New Suffolk, NY 11956 To: Additions and alterations to an existing single family dwelling as applied for. • At premises located at: 320 Bunny Ln, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-6-28.2 Pursuant to application dated 6/23/2015 and approved by the Building Inspector. To expire on 2/5/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $633.60 CO -ALTERATION TO DWELLING $50.00 $683.60 .. .jjIp. _ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN 11A LL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features.. -- 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. • 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is . denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 - • -- --- -- 4. Updated Certificate of Occupancy- $50.00 - 5.----Temporary-Certificate of-Occupancy--Residential$15.00,Commercial-$15.00 //- _-_ _ _ _ _ Date. -?cNew Construction: Old or Pre-existing Building: (check one) Property:Location of Pro e 5gD t)-d-13 fay SO-40 House No. Street Hamlet Owner or Owners of Property: .,itA rue_va. Suffolk County Tax Map No 1000, Section 11'7 Block Lot 8,9, a-- Subdivision Filed Map. Lot: y_ Permit No. r�L 6 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ,�// (check one) Fee Submitted: $ 5'0°l) 0 Applicant Si:nat 1�,,®VI 4c soot Town Hall Annex ,,t* ` Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 t. 0 roger.richertRtown.southold.ny.us Southold,NY 11971-0959 �TOOUNTI:0411,`*;•�'' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michelle Carnevale (Yozzo) Address: 320 Bunny Lane City: New Suffolk St: New York Zip: 11956 Building Permit#. 39915 Section: 117 Block. 6 Lot: 28.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 32 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 7 Smoke Detectors 3 Main Panel NC Condenser 2 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 12 ft.- LED Under Counter Lighting, 2-Exhaust Fans,8-ARC Fault Circuit Breakers. Notes: Inspector Signature: , , 1_ , Date: May 4, 2016 z Electrical 81 Compliance Form(2).xls <s, 6•`°\ lo\ \ 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: - AtIS C6 INSPECTOR DATE j ' . SOut I] 43,0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION ] UNDATION 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: �-t.� estv<4.",L,s 4 ( '' & CA) ._moor 41/ AA_ 14 t I DATE INSPECTOR Az7 ??If6-e — „,,,,,,,,,, 1��,,%BOE SOUjyOI; ifco TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 tNSPEVON .RO --, • [ ] FOUN ATION -1ST ' [ , UGH PLUMBING [ ] F NDATION [ ] INSULATION - ' [ FRAMING / RAPPING [ ] FINAL [ ] FIREPLACE & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO • `► [ ] CAULKING REMARKS: A L.,/ - 7.„....„ kfirsit. fir' _ _ C;)-17” Alt— ler.,e il-c , - Eifig-,___ ?-79,--e____-- lef.,/ 4K6.--,?__ rig-R-, ,// e „ 1/(407 • ci-7-711 -2=, 7 DATE1144_____S INSPECTOR - ,of S0045;o 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) [ ] ELECTRICAL (FINAL) [ \] CODE VIOLATION [ ] CAULKING REMARKS: - _ =-Cluc DATE (1 °1/ INSPECTOR ... of soup • 4be• • .- • * c4 4,4 Ak. --zecoutrn,$,7, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI • [ , FO NbATIO,N 1ST [ ] ; • UGH PLUMBING [ ] OUNDATION 2ND • [ / INSULATION ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE REjISrAIIT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ (CAULKING REMARKS: ,, &UV-- s , jJ .441) ) ) 47-a -DATE INSPECTOR 41 , IS( � f S004;-..\ .4.7.M® , G ,f -1 Q ►, 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L-cte-r--772rd_ - Or— DATE I INSPECTOR c -0)Gi11����o��',pF SOUlyolo,` ,,,€ ---t- --____coutrpov - TOWN OF SOUTHOLD BUILDING DEPT. . - 765-1802 INSPECTION . • [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [VrFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO ATI N [ ] CAULKING REMARKS: ., .•2-Z , ,._ - r ''1°...%. .iz.vut4,040 rilt. , 0"-fr, -1_,74,.1:elo \. ,e.e.4.0.2_, 2-40 -'r--74‘4•ZAta oiLf....4....,a ./&0‘,..p.ft•tt,a ...4 . 14..% .,‘set-,,,,.. L DATE 6�o �VA INSPECTOR. ' \ 9)011 (‘ SO(/l,o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE.& CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 40� D4/4 INSPECTOR ` 99 1r �,,�',,,OFSOUI,:; � ti� moo . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ vrFINAL (ge [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: d� C. ®_ DATE 06AA INSPECTOR Condon Engh- -ling, Paco New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com June 9, 2016 R ECEOVE JUN 1 0 2016 Mr. Mike Verity Building Department BUILDING DEPT. Town of Southold Town Hall TOWN OF SOUTHOLD P.O. Box 1179 Southold, NY 11971-0959 Re: Carnevale residence-320 Bunny Lane,New Suffolk SC TIii9: 1000434-44 )i 1-t„- 8• a Dear Mr. Verity: A visit was made to the above referenced property to evaluate the work performed at the site. Based on our observations and to the best of my knowledge, the building framing, hurricane strapping and plumbing appears to be constructed in conformance with the building plans and in accordance with the Building Code of New York State. Please call me if you have any questions. Very Truly Yours, )01 J J : , P.E. 9f y3,, FIELD IID=QN El'OI ' DAA ,, •,, COIwI ,NTS 43 ./ .. . �"'7.•r? I, -2 ''' • -9 k'QUNDAt 1ON(1ST) , . . ,-.9 • ,......---, . /Ey 1,I .,,,,),t.. .7., ... • .„,„ 1)sttict.4. ,4-, i. _ FOUNDATION(2NI)) , ` 1 r ' �. ® �/v ti 1' �' �r i_�. .� - / /6/'1 tri A.A- L 4T�� &l - �J i6r . c„ R ROUGH FR Mizig& ,. . S 1 PLLTMBTNG - '4tHailLA 4 ¢ e_j,4)4; :- • i ) - / , r c . VV c4 4; cI7*Ti-41-4--/'-AZ'....._. . ,t .. ' . „ 611 _. . , • . . Q-e,;_44.--77.' eve.) --p-,--SsIr Elq c--../ H INSULATION PER N.Y. ,; STATE ENERGY COST . .• . I . . . _ _ . , , _ • O/ it ler 't � '/W.d -- .. ' • FINAL f. Og t. . 4, • .196/04,1 .40, • i . %� • ' / •e �' i N ct •cri •i "`+ '-. • a ``"� iiiiii • -as- 1 G • , 1, 5r.�`3�" , ' c, .4-7 l ` .l t-,— ,,_., 1 / / * r\--,-- .. m • . • `1 f TOWN OF SOUTHOLD - BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL _, ; ; 1. 1r,Bo4r,d of Health , SOUTHOLD,NY 11971 4 sets of Building Plans ,. • TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 <-----7._ r,Survey , SoutholdTown.NorthFork.net- - PERMIT NO. 319 I- ' Check .*r+, :,, ,.,mbli•.< -f•. �, , :Septic,Form , N.Y.S.D.E.C. , , - - -- • Trustees - ' ` C.O.Application _ Flood Permit Examined , ,20,-„ ',t r; ; : Single&Separate ,(.` s.ilL.r...... -'L'T1' •, Stoiin-WaterAsses'sinentForm p l ' • -- - •- Contact: ' ' . Approved ,20 s,f Mail to: OAn&/` I W Itilt1r Disapproved a/c rl;', _1 ;,+ • 1 ' Phone: • 146—SOS Expiration ,20 �� 1 r E J ic. " \j �� -.T i_l,_ , _• Building Inspector :; In , , ' I's.PLICATION FOR BUILDING PERMIT ; : . . , :, L ' ' . ' li Date JUVI.e, 2 , 20 15 n!DG DEPT _ _ .. .....,, INSTRUCTIONS " If :'+ - + t0I OF SOUTHOLD a. - is application MUST be completely filled in by,typewriter,or in ink and submitted to..... the Building Inspector with,4 sets of plans,accurate plot p5Ian to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,,rclationship to adjoining premises pr 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;'tlie`liiiilding Inspector}ovil issue a'Building'Perinit'tb`the'a• ppiicant: Sha permit shall be kept on the premises available for inspection throughout the work. •A, e.No building shall be occupied oriuse'd'in whole or•in`part fo"r-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,thefBuildingDepartment 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,housin• g code,and regulations;and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ; ;,, ., )„- " ' ..i .'(Mailing°address of applicant); State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Desly-ex , , Name of owner of premises Nr rle,t/G1.te_ ) ' '" '(As on the tax roll or latest deed) - If applicant is a corporation, signature of duly authorized officer S (Name and title of corporate officer) ;. r,, Builders License No. Plumbers License No. +, , r :s • Electricians License No. . 1 . • , .3:il. ' • , a.-" , .,-,:• . . . . . Other Trade's License No. _,_„1 , • ' 1. Location of land on which proposed work will be done: ' Sg0 La i1A— Oe-E;() SuP-POI l— House Number Street Hamlet • s`,"4 C; .l'd`:'l.`., . ,, County Tax Map No. 1000 Section 1 (1Block•uc • ++ Lot a g. e9-- _ _` :..i,-,k t ,:"7,1:t••;,',7.:' ti,-;,, Subdivision Filed Map No. Lot • • 2. State existing use and occupancyof premises and intended use and occupancy of proposed construction: a. Existing use and'o°ecupan'cy SIO; It retro► I (.25►ck-/d'LY.. i SGI'.U44-carr b. Intended use and.occupancy 3444A-c- i.> / S¢c Ony( 680 yAitot(41 ✓tS: '{'° ''' ' la 3. Nature of work(check which`applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cot -.•, ., 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 4-v Rear 0. Depth c9Ci• 2- Height 15' " 4/ Number of Stories 1 . Af pnox 20 Za Sc jr®� 'Lt. Dimensions of same structure with alterations or-.additions:-Front 0. '&' Rear Depth 3O. 9-' Height O`S o'�'=:f`% t `• Number of Stories ca 8. Dimensions of entire new construction:;Front �• o s I r a N' `Rear `y / Depth Height /V !O N 1/ Number of Stories cQ . r a , 9. Size of lot: Front / ad. 0 ' Rear %`'kiJi 'a's"i,,P iDepth 10. Date of Purchase ' ' • ' ' ' " Name of Fo'rme'r'Owner' 11. Zone'dr use district in'which premises are'situated'' : :, p' _ .e , l; •I .3',�1?`'' ,(C{• ;' 1 tC''"' t':.:1t' •1Mt "� 'd it`-' OW; lips ' f • rr , 12. Does proposed construction,violate}any"zoning=law,,ordinance`or regulation?YES NO X„ fro ore-gra t be ded?YES .N lzr`'':p.1 ,sr's ,'�,., "jI •;1r,. , \ 13. Will l Q: °Will.excesslfll,be remoyed m•,premises? YES. . NO jV n • ' 14. Names of Owner ofEpremisesC(“mtva4e� ; 9 ; •1 'Address:; ,.:..;,f •.;'Y 1f a..,, ,...r . Name'of Architect-•. Address - , . •• :` tr ; •vPhone;No- )' • Name,ofContractor°' IT J• '';`' ''f 1Address} . ' ,i; Plione°No:; 15 a. Is this'property within 100'feet of,4 id'al-'wetlarid'o`r a`freshwaterrwetlaiid? *YES'' NO * IF YES, SOUTHOL'D'TOWNTRUSTEES.&`D E'.C`:PERMITS‘MAY`� QUIRED'.' ' +' Ir rl - 'Ii,i itt 1 -t t{`is s 'P r 1 O /%,% •- b. Is this property�wifhin'300,fe'et of a fid'al`ywetland? ��`YES NO * IF YES, D.E.C. PERMITS MAYBE 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. 1 1 , . 1 �, ' ; , STATE OF NEW. YORK) SS: COUNTY OF S &I4) h-�` . being duly sworn, deposes and-says-that(s)he is the applicant (Name of individual signing contract)'above named, (S)He is the TD-e_51 uir _._ - 5_ _ .__ __ . _ (Contractor,Agent;Corporate Officer, etc.) "°' "' of said owner or owners, and is duly authorized to perform or have performed the said work and to.make and file this'application;' that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be;. performed in the manner set forth in the application filed therewith. Sworn to before me this p p. ., 7.3ca day of <TOn 20 15 �...- ,► G V (g" ad140 A . TBACEY L. DWYER 41, Si:natur- � NotaryPubl' nt NOTARY PUBLIC,STATE OF NEW YORK • Appl'1 , NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2.0119 • �/"�, kt�•'ek��,4'UFfiC,' Mw sT(o1RN[WATER Scott A. Russell � 4 ,� SUPERVISOR "�� Q �T �T I��l[A1�AGl]EMOEN T SOUTHOLD TOWN HALL-P.O.Box 1179 S '+� 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 Town of Southold ,,,� x CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET O BE iCipETED BY THE APPLICANT ) 4tk! ,n DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑1A.. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ I',B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑qC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ i:' D. 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. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes , in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date Q District i>/AA,/,0(NAME amoi>/AA,/,0( 01 4. 30.a- 6,.0a•r5 i (p.m, 00,i Section Block Lot s'''' FOR BUILDING DL' R 1: T LSE ONLY "` Contact Information q1(0, 'SeiOlg f felry,honc Rwn0.r. Reviewed By: Date. bb 3j/// Property Address / Location of Construction Work- 33c9-0 , � ,� n 0 Ap roved for processing Building Permit � l��Cc/�n�"� v�" '� ormwater Management Control Plan Not Required 0Q� &Ale°`k Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 AUG 3 2®75 APPLICANT #. ,..•�,""'••••- CHAP'T'ER 236 S.C.T.M. 1000 E (Property Owner,Design Professional,Agent,Contractor,Other) — p`�,S/S /(��' 1 �, ��� ;�' ..: , Stormwater Management Control Plan CHECK LIST 344 41--)i,uLta : coN�MESecno� Block Lot a g ; S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. Date: ,kti 1 * The applicant must provide a Complete Explanation and/or Reason for not providing �✓w�''�(�/T,1 105� '�, - ?a--K -.•,a4 ells',�. ' all Information that has been Required by the following Checklists "eaalnm 1 Tcleehon, 1. A Site Plan drawnJto scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel 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 b. Total Site Acreage. , c. Existing - Natural & Man Made Features within 500 L.F. , of the Site Boundary as required by§236-i7(c)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. Ns, \ 0-4 ,n o proUt e.g..//c)o n f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) ' ' _r4 Y ve t.i ,P rzr. Oov 2Ol �1 g. Location of all existing & proposed structures, roads, 2Go �i( e�0�5, g� ��Cp driveways, sidewalks, drainage improvements &utilities. ,p ata- s 1 wig( r es4- .� -fir h. Spot Grades & Finish Floor Elevations for all existing& 0. r Nat 14-4,t S61 . proposed structures. 9 1. Location of proposed Swimming Pool and discharge ring. ® I Jo 'oot, UN t5-ORo.&A'rl C t-b 5 0 ®p/►01"CV .i. Location of proposed Soil Stockpile Area(s). ® 8'/3/,(.- k. Location of proposed Construction Entrance/Staging Area(s). I i / I. Location of proposed concrete washout area(s). ® j D A M � SP TIO AR ����P)RE® m. Location of all proposed erosion&sediment control measures. FY] Contact OS Engineering at 765-1560 before 2. Stormwater Management Control Plan must include Calculations showing ' Backfill, OR Provide Engineer's Certification that the stormwater improvements are sized to capture,store,and infiltrate that the drainage has been installed to Codc. on-site the run-off from all impervious surfaces generated by a two(2")inch EROSiO ' SEDIMENT CONTROLS rainfall/storm event Shall include but not bc limited to: 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: n well maintained Construction Entrance, - ile Backed Siit Fenciibg,btdbikcitiUiI & j: `1 - - a. Erosion & SedimentControls. ® , �, I; Seeding of exposed and/or Inactive soils.,, ; �`- - - - b. Construction Entrance & Site Access. �U 1 P �j, d Il 1 C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) ® 11 I� ! 1!�t d. Leaching Structures (e.• infiltration basins,swales,etc.) ' 1 !� I AUG 201 '" - - "" I'OR I.NGINEEI' NG EP ART. :E ONLY"— I. __ Additional Information is Requir d. 7,'! , ,-i Reviewed & , I III Stormwater Management Controll Plan is N'ot C _t`P Approved By: //�/,•� / I— I Stormwater Management Control Plan is Complete. Date F73/A5 I . SMCP has been approved by the Engineering Department. I FORM # SWC' '-leek List -TOS MAY 2014 J Town Hall Annex ` ] • * Telephone(631)7654802 i= 54375 Main Road • (631)76115(15 P.O.Box 1179 G �� roger nchert aC townsou o .nv.us Southold,NY 11971-0959 pl A+I 11 • BUILDING DEPA.RT11+ENT TOWN OF SOU OLD • APPLICATION FOR ELECTRICAL INSPECTION - :REQUESTED BY: B rDate: U �. Z —Zi Company Name: /qc((7,®oU\."-Cy l' 4 - f.. : Name: - License No.: ,®6k*i p Address: ,��®C� �.9�c.�if�. �a t�o �o UT�C`��� �..ft r!1 C® 71- , • . Phone No.: (:.3/ 76"- _ R2_39 JOBSITE INFORMATION: (*Indicates required information) *Name: n1/G k16/lam CArn avaC. - *Address: 30�� -80Nrkt .lgaluc. -Nem Su fFol& *Cross Street: toe%,1 Sot N oC^- *Phone No.: Permit No.: 9915 C\ 22o) Tax•Map District: 1000 Section: - Blo : Lot • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - Reno - o774/ Ls' -C RGAage (Please Circle All That Apply) - *Is job ready for inspection: I i NO Rough In Final *Do you need a Temp Certificate: YES I NO - Temp Information(If-needed) *Service Size: 1 Phase 3Phase 100 150 21)0 300 350 • 400 Other *New Service: Re-connect Underground Number of Meters Change of Servic<Sierhead) Additional Information: PAYMENT DUE WITH APPLICATION 82- t �Q Request for Inspection Form IL 6195 / 1 • . , 0-77-'4, ;\ ,,Ifs\IF r0/.4-0 Town Hall Annex ., ; Telephone(631-1802 54375 Main Road ' i c3 -" ".;:.:..1'.' .;.;-::. -:4' 1 Fax(631)734-9502 P.0. Box 1179 % co :—.:-.— •.:.— ,..:......• .., Southold, NY 11971-0959 ‘ , •••,:-. •,:,i::......, try i 4;- ,. ''' O1 .• , - 1 BUILDING DEPARTMENT - - - .-- , ' NOTICE OF UTILIZATION.01E.TRUSS TY,14,E CONSTRUCTION, PRE-ENGINEERED • WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION . . , -• . . Date: b ' ?,2- 15 _ - .. - f. 4 - •.., , • .. , ,,, 7./...:-„,c, .•• --'•1:,,:t,-4-f.4-1.-- • .--? - . , • .,, - -••••• • .-• • ,- 1.'‘.:';.--,'P.:•,•.-e ' • Owner. NAr ruivoLLe,J.,,„. ., ..p,...;, .-=- -• '-r' - .' •.'2i, .... I-::;4;:;,.. , . .., .V. . • • 4' Z'11.e.:t'1-11' • -; :- Location of Properly: A. -1:4,t,.,,,, .•,5i6y ' .'44-'':''' '-71W;it ,,, ,. •' !. , • k.-t;;, `:,“, , • 7.k' Please take notice that the (cheek applicablie line): ,'*::•'' • .,,•'.?".• . • e'•,F..%..., .s.,. ,.,i,m--- • ,... ,, New residential structure -. ',' _ ,--e:,••1 %.;•-T-•',..- • , • • ' V Addition to existing'residential structure , • . .. ... , . . . ....,.. Rehabilitation to an'existing residential structure •• .. •,, • .1 ''. to be constructed or performed at the-bubjeWpfol3erty,Telerence above will Utilize : : • - (check applicable line): . . . _. • . ; , p, . ,. Truss type construcliCirr. -1---..,.,,..S. -'..':•; : - . • - Pre-engineered w4ad-coonstrkicticifilii(M) . ,:i,::,L,-s•-• --:••: -.•....!-•;',- „., • •-•:,- - . „ . . . Timber construction (Tu) • . in the following location(s) (check applicable line): • Floor framing, inclUdirig ig i it!e fs:p Rd,b Oa ro s(F). • • - . • . , Roof framing (R)' , • --- - ..- • . -- . ... . . , . . Floor and roof franiing (FR) • , .. ....„. . • a• _ . ,.. _ . . - • —• _ . -. .. . . . . Signature: . i /I ' ' , . . - , , Name (persen submitting this f-.rn): &Inuit ))-ouy,ar . . f • • 1. - -- Capacity(check applicable line): - Owner . . , Owner representative TrussResReq15.docx Effective 1/1/2015 r 6" DIAMETER REFLECTIVE RED ;. 5:=• . ,> s ROMAN ALPHANUMERIC .f 1. i. `PANT9I E �; i ,,, Ardr --- ---v ;........_ --.7.:--...._ -;;.• s4; - .._ —--77--- ' 1...• V _ . . aft ...... . 4.' • ... 4.;'it r • , /11. • -. ,• , 1' 0.•.4% .. , , ' , • . 4' • i ..i..: . '.4' '''.‘• i ,,. .•, *iiil 1 , , ,',._,... - e , •.,• . ', ..:, ..• ati 4""it / .,.. . . •.,: •, •- ,- 4 • ! . • • ,. . .• V4'' _- -.. , • -• . . 71,-x- r • "77 : ,-• '.. . • . , • -.;• ` ,•, s . . . , , . . .., 7..•_ • . • . . I . . ••. 7, • • '-•;f44.'"•:.-'•• ••''•e •). 1 , At-•:if ,- •• .V.::7:115.•:. .• . . ,' 1- f.•,''--SOO •-'7,1v....A... ,- ..-. ir . - •,. • r••-..-• ,-1;'::!•.:• •-• •_-:-;,.-•...:- . • ..',- ---. .14"*., . ,' , - - ' • :., . ,- , ••••.• , . . ,.„----•;.,• , _. ., - •••_---•,. . • •• • ,•-.•,,i,..:4:.,,.. .' .. t . 1 lb i , SURVEY OF PROPERTY AT NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK BOUNTY, N. Y. 1000-117-06-28.2 ,h �, SCALE: 1=-3®' I 11NS FE NO!/EMBER 21, 2014 �.1110®* I. JULY 24, 2015 (REVISIONS) Q� /\ r 24.0,irl4(--- x ' E\3 `I 0 12 WOE ROW OF EyERGREEnIS\ ,\ FE CHAIN 199.9 0.4 N 1 UNK FENCE I YAGG. 7-15 - C 2 N'� EL 19.0 allci M ( G coNc. DRIVEWAY c .w • ry°k ti Q, TEST HOLE Q 38'8 . y. EL. 22.1 was_ X. 29.2 'ti I 2Q2 O' O LOCATION I WA • M 1 STY 1 W I METER co .Nc �'g FR. I 20.1 1..y9 i W NOT IN STOOP HSE. ° E g N/ofr 0 SERVICE EL 2 R * DECK 0 _ Rosen-L swag Bf 291 COVER ST APPROX !+ �711S FAMILY ?RUST d .DUT. SEPTIC �p _ --—OVHVis------ SF1M� LOCATION OeovER e. TEST HOLE DATA 25.6 N 7/8/2015WE OD '� DRAINAGE INSPECTIONS ARE RE(aUIRE® Contact T®S Engineering at 765-156®before BROWN LOAM OL 147 v. 9 mot ROW OF ' N sneer's Certification - — - 0: Na3'11'00'MV KEENS EL. 19.7 Backfill, ®R Provide Engineer's – — – 3;59 BROWN SILTY SAND SM that the drainage has been installed to Code. if if-ik- --....„........,........„.........1 BROWN FINE TO MEDIUM SAND SP NI: �� 9� Otis – — – 8' J N/off EROSION&SEDIMEN'T CONTROLS A mIo ,N Shall include but nFrcicnies limited tction EPALE BROWN FINE SAND SPpqwellmaintainedtrstblizaton . 17' WireBackedSiltFng, NO WATER ENCOUNTERED ]fir Seeding of exposed and/or inactive soils. AREA" �� a7t.�1. ci 'P P 0 L APPROVAL OF STORMWATER MANAGEMENT K A I, £ CONTROL P , -Tow. ,Cod h• •t�.r 236 THE LOCATION OF PUBLIC WATER, WELLS ANS CESSPOOLS gate: o./ � �� , SHOWN HERE ON FROM FIELD OBSERVATIONS AND OR FROM ' DATA OBTAINED FROM OTHERS. �� "" "� �' ELEVATIONS ARE REFERENCED TO NAW I ....-..,e .# 6-710r ANY ALTERATION OR ADDITION 72 THIS SURVEY IS A VIOLATIOIN N.Y.S. LIC. NO. 49618 OF SEC71ON 72090F THE NEW YORK STA7E EDUCATION LAW. EXCEPT AS PER SECDON 7209–SURD/VISION 2. ALL CER7IRCA DONS A CONIC SU YORS, P.C. HEREON ARE VAUD FOR THIS MAP AND COP/ES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF'THE SURVEYOR , P.O . BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 14—1_10 �� VERMONT - - - - - -- :, � - GROUP - _ - - _- .. �C .' CASTINGS _ _ �„i• U nvented Vent-free / Fireboxes Models: BUF400, BUF500 , 0001 WARNINGS If the information in this manual is not followed exactly, a fire or explosion may result causing property damage, personal injury or loss of life. - Do not store or use gasoline or other Installation & Operating • flammable vapors and liquids in the vicinity of this or any other appliance. Instructions - WHAT TO DO IF YOU SMELL GAS p_ • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone in your building. For use with a listed gas-fired unvented • Immediately call your gas supplier decorative room heater.not to exceed from a neighbor's phone. Follow the 40,000 BTU/hr. Do Not Build a.Wood Fire. gas supplier's instructions. • If you cannot reach your gas supplier, Carefully review the instructions supplied call the fire department. Installation and service must be with the decorative type unvented room - heater for the minimum fireplace size performed by a qualified installer, requirement. service agency or the gas supplier. DO NOT INSTALL AN APPLIANCE IN THIS FIREBOX UNLESS THIS FIREBOX iEETS- THE MINIMUM DIMENSIONS REQUIRED MADE IN FOR THE INSTALLATION. = INSTALLER: Leave this manual with the appliance. ®_ J.S.A. CONSUMER: Retain this manual for future reference. 61D1013 12/12 Rev.11 - _ -_.__ _—•_n=om BUF Vent-Free Fireboxes FIREBOX and FRAMING DImENS|ONS `\ Rough k C _ . / Opening 25 Depth! . A § - ] } E 4 | 1(:/7: \711 . . » ,_____ _Th._ - z � 203A- ../ 0 G � i21" �g § 4 '\ / �i�.e� � { D-Rough 0i g E . - . 1 / F o�h . . < O��m �� .m \ Heigh ` 4 24Y4" j . roi —�— we / ■i��y■iv ` � _ \ - - iii■_ ;r■■k -r- i ; i■�■: mw.�# 2s• +�wdimo■mii i . [WIVE e 1 EiI1 ! )o•#�,�:�■ik . _ ii,,, El \ a m■■l�+�a�E■ ° _ i 6 �s _ _ j TV �B ��� " e -% A 147 j Fig re!. -5 >! Firebox and Framing Dimesio■ - ' ) j \ d ) Ref. BUF400 BUFF ) A . 40" 46® B 36" 42" ` j C' 2Z3As 3017s D-Chase Installation - 40 46 - D-Recessed Installation 403An 463/4" E 46 61W • F 66%" 7W G 33%6" 3 - - . • ) ( • . 1 / . ~ 6 - 6101013 aY`. `,'- HEARTH DIMENSIONS and FIREBOX LOCATION BUF Vent-Free Fireboxes Tii F```` FIREBOX LOCATION e- C Carefully select the best location for installation of your M vent-free firebox. The following factors should be taken ` into consideration: • • Clearance to side wall,ceiling,woodwork and windows. ';. D See "Clearances/Height Requirements on page 8. 4:'fi " E Minimum clearances to combustibles must be main- %141tained. • Location must not be affected by drafts caused by kitchen exhaust fans, ceiling fans, return air registers for forced air furnaces / air conditioners, windows or ::- doors. • Installation must provide adequate ventilation and corn- ‘ bustion air. B • Location should be out of high traffic or windy or drafty E' areas. .. • DO NOT INSTALL WHERE CURTAINS,FURNITURE, fi CLOTHING OR OTHER FLAMMABLE•OBJECTS ARE LESS THAN 42" FROM FRONT OF HEATER. - . • Never obstruct the front opening of the vent-free firebox Ref. BUF400 BUF500 or restrict the flow of combustion and ventilation air. A 35' " 411/2" • Minimize modifications to existing construction. Refer i ' B 17" 17" to Figure 3 below for location suggestions. C 203/x" 26%" • Do not install in the vicinity where gasoline or other D 211/2" 21'/z" flammable liquids may be stored.The vent-free firebox must be kept clear and free from these combustible Figure 2- - - materials. Minimum Hearth Dimensions - - g � , Evw i' - a.- • FP2440 - - Figure 3- Location of Firebox 61D1013 7 BUF Vent-Free Fireboxes MINIMUM CLEARANCES -,, r Ensure that minimum clearances shown in Figures 41 through 7 are maintained. Left and right clearances are - 12" determined when facing the front of the firebox. f I , , Follow these instructions carefully to ensure safe instal- 6 10 lation. Failure to follow these requirements may create a 23" j . fire hazard. / 8" Combustible 1. Sidewall clearances: The clearance from the inside Materia{Ca6a, r 21" of the appliance to any combustible wall should not be Contact To less than 9".Figure 4 of Fireplace / t 19" 2. Ceiling clearance: The ceiling must be at least 42" / 2'�z� a from the top of the firebox opening.Figure 4 r f 16 }. 3. Back wall cleaace: The appliance may be placed 1+" f r rn against a combustible back wall. Noncombustible Material ' , ) Only if Needed to Cover FP2690 Radiant Top Face Figure 5- Migi?� Mantel Clearances Ym I .. 1 8` i �a Finish Wall I n j 1 \ \ 7 Combustible Material Area• .�3 "I' lit' 13" ', 23 Vtle cr f J 71 " A5° Figure 4- a =, Clearance and Height Requirements 9 , Figure 6- ,„41 . Mantel Leg Clearance ,n oz 4. Mantel clearances:The canopy supplied with the unit `:� must be installed. If a combustible mantel is installed, it must meet the dearance requirements as shown in - Figures5&6. A sv, ye 8 61D1013 ='' Yam' c,, FLOOR CLEARANCES and FRAMING BUF Vent-Free Fireboxes 'A, 5. Floor clearance:This inner chamber firebox floor must Firebox framing can be built before or-after the appliance ,.- be installed at least 5"above any combustible flooring is set in place.Construct firebox framing following Figure 1 material, such as carpeting or asphalt tile, which is for your specific installation requirements.Refer to Figure closer than 14"to the base of the firebox.'Figure 7 1 on Page 6 for firebox dimensions. The framing headers 4� Or may rest on the top of the firebox standoffs. The inner chamber firebox floor may be installed nearer The firebox may be installed directly on a combustible floor to the floor if a minimum of 14"of noncombustible mate- or raised on a platform of an appropriate height. When rial such as slate or marble is installed between the base the firebox is installed directly on carpeting, tile, or other of the firebox and the combustible flooring.Figure 8 combustible material,other than wood flooring,the firebox shall be installed on a metal or wood panel extending the full width and depth of the enclosure. ` / :,- / Do not fill spaces around firebox with insulation or other materials.. This could cause a fire. Combustible Material l z The fireplace must be installed giving full y DoZ consideration to the clearance and height r,` 331M))31333313313 133.1M13313))3)33333 < requirements identified in this manual. • FP2688 - il Figure 7- 5"Minimum i Minimum Clearance Above - t Combustible Flooring - - 1 , [: L D Can be Less — Than 5" Noncombustible Ii. i Material t I+•-14"Minimum -.1 Figure 8- . _ ' t i ure8- t Minimum Clearance above Combustible Flooring with Noncombustible Material Installed at Base of Fireplace {4 t"' 61D1013 J: • 3 BUF Vent-Free Fireboxes FIREPLACE and CANOPY INSTALLATION '4 -11 1. Bend out the nailing flanges located on each side of the CANOPY INSTALLATION firebox. A canopy is furnished with each firebox and MUST be '',, 2. Slide the firebox into prepared framing or position firebox installed for safe operation. r in-its final position and frame later. li 3. Level the firebox by checking the top edge of the firebox 1. Locate three (3) holes at the top of the front frame. ,, Shim if necessary. • Figure 10 4. Anchor firebox to the side framing members using 8d 2. bi Aframe the canopy with the holes in the top of the ,A nails or other suitable fasteners.Figure 9 . -,1 5. The canopy must be installed for safe operation of the 3. Secure canopy to front of frame with screws provided. heater. Figure 10 - r Nail Sides Through Front Frame Nailing Flanges Canopy !' 7 11 -;w t I I 1 1 i1 _ I D 1 I FP2903 `_4 -"*.-------------------------\- Screws 1: - . . 3 Figure 10 = Canopy Installation Figure 9- X902 0 The firebox canopy must not be modified Location of Nailing Ranges Zor replaced with a canopy that may be ce provided with the unvented decorative room heater. 0 Close fireplace screen panel before z operating a decorative type unvented room Q. heater. az 1 11 10 61D1013 ` In CARNEVALE RESIDENCE z . _ iv 11-1 LL.1 r- o Li Z 6.3 741 o if) < Z ROOF GUTTER \ HOUSE Ur Z ij LU s6°49'Oa'W I 00.0 Q ~ kn a m (EL. 19.0) (EL. 19.7) LEADER \ Ct) I. ..-l' 6 RWOHLAWl QQ ;QQI: �QQQ QQ) o EXTENSION GRATE TOP VIEW-NTS 10 N Co SOIL*GRASS ✓ >_N \ GRADE l E Z cg �../�j\, \j �� /1 I GRATE DRIVEWAY SURFACE E. O N N OUTLINE OF BUILDING ENVELOPE LOPE ®®®®®El Di E=IQ ---LQI n It /\/ .‘, 41755512 le D LI CIA Llg [1g ® /�\�/\„ \/�\/�\//�i I I CHANNEL 2 m z PRECAST CONCRETE ®®®In EA Lirti I 0I-01 M I N LEACHING RING- 0DIMEIT ' y n . z 8'-O"R x DEPTH CALCULATED i ,\`�i SITE PLAN ®DIME ,, O_ r" = ®® MEEA MI -, • TYPICAL LEADER ELEVATION/SECTION ' i i� y.�,` f F— SCALE. 16I'O' 0 EA M Not to Scale W\f•� \y ' SCTM: 1000 I 1 7 06 28.2 TEST HOLE 0 RUNOFF NOTE: "<x k�; x i UNEXCAVATED SOIL 0 W Information taken from DATA OBTAINED BY McDONALD GEOSCIENCE ®® ' survey prepared by Gutters continuously around; i-. _~_I John Metzger, Peconic Surveyors, P.C. JULY 8, 2015 Leader locations as per TRENCH DRAIN SECTION -NTS lQ Southold, New York installer-all leaders drain to dated November 2 I, 2014 CLEAN SAND GRAVEL 6"Q3 PVC Alpe to new drywells. Q O BRowN LOAM 0.5' OL RUNOFF CALCULATIONS: M PROPERTY AREAS: 1273 x .167 x 7.5 = 1594 gallons of runoff ILI Existing Lot area: 19,996 sci.ft. BROWN O i. @ (I) I'-0"x 8'-0"0 capacity= 300 gallons HZ Nouse (existing): 1035 sci.ft SILTY SAND �� 1 594/300 = 5.3 Z Screen Porch (existing): 388 sct.ft. 3.0" SM �O �j�Q Runoff Containment Requires: Total area: 1423 ��' `�` (2)3'-O"deep x 8'-0"0 ring Existing lot coverage: 7. I% / 9.��(fl)!/'�. (provides 1800 total capacity) BROWN 95 a(/ Proposed New Area: 48 sct.ft FINE TO MED. New Porch: 40 sci.ft. SAND {� TEST HOLE149-0''MAX. c.to c. 0 APPROX.LOCATION Total Area: 1 5 1 1 sci.ft. 8.0' SP (EL.22.i) OF EXISTING -_______— TOTAL LOT COVERAGE: 7.5% SILT FENCE SITE PROTECTION; 5t1-'11C FIELD inumGRADE ®��� 67 112-41 0 TO BE INSTALLED PRIOR TO _y__________ • ���_ 'Z r-o w a Area of Construction Includes: HE ST,'T •F CON TRUCT1•N- 4 , 1 �� z — ,w w New Porch 40 5ct.ft. PALE BROWN ° ak � ) 4,-r f 0 New Addition 48 s ft. CONTINUOUS AROUND STRUCTURE k �i �' FINE SAND ° LOCATION �k f a� 6 MIN. F...,i 'Z Extent of Construction: 88 sct.ft. N �, Q ° DRYWELL 2 ^ I I"' Extent of Land Disturbance: -- ° �0 Z W 5,890 sci.ft.+/- 17.0' SP • �� 1 ��/ w E a *TO BE CONTAINED FULLY BEHIND S ______V `_ PERSPECTIVE VIEW Z N SILT FENCING NO WATER ENCOUNTERED ° (EL. 23.5) a < /O� ° \ W U ° 36" MlNiiviUM 2 x 2 ill Y�-1 �r,� EXISTING EXTENTS OF CONSTRUCTION FENCE POST °V \ SCREEN ROOM CONTAII�D TO WITHIN AREAS ° (/) ° OUTLINED\ ° WOVEN WIRE FENCE A (6 x 6 - 10/ 10 WWF) 11 c u"'a,o4 � Z o ° 39_la 4 (EL 24.7) ° FILTER CLOTH x ' a I b s rem 4t ° • SLOPE ® :"c,N•6 ° EXISTING HOUSE b • EMBED FILTER CLOTH 1 GDF • NEW 2nd STORY OVER CO MIN. 6" INTO GROUND U 1. EXISTING AS PER PLANS 6 Z— CONCRETE (1st FL.ELEV. 20.4) _ DRIVEWAY TO • NOTE: ! �v z -- ° REMAIN I/2 ACRE MAXIMUM D/�I00 LINEAINAGE R FEET J __________ Q • t SECTION DETAIL o `0 ° a_ a - ---- _ j� VERAGE FRONT YARD° Z SETBACISLINES ° 0 l SILT FENCE DETAILS - NTS HOUSE LOCATION INFO a ` �11 2 — ---- - HOUSE LOCATION INFO U m TAKEN FROM SURVEY o CONST'`CTO / -R "VSED ° TAKEN FROM PLOT PLAN w/INFO Z 'STALIN 4- • "* TRY ADDITION-. EROSION&SEDIMENT CONTROLS PREPARED REVISED BY OBTAINED BY STANLEY ISAKSEN C� L :7 -•r • - DATED JUNE 25, 2001 Shall include but not be limited to: — o JEROME D'AMARO NEW CONSTRUCTION * PORCH } DATED OCT. 25, 1989 DRIVEWAY TO BE R.C.A. FILL TEMPO .ARY 5 IL STOCKPILE DURING _ 6 A well maintained Construction Entrance, ISI 6" ABOVE EXISTING GRADE. �^ • ' CONST UCTION DRYWE L� LAVATION FOUNDATION — z WILL BE REMOVED *SOIL 7 •.. DRIVE AY $kf CONSTRUCTION. TO BE ° Wire Backed Silt Fencing, stabilization& SEEDED UPON COMPLETION _ -63REDISTRIBUTED AROUND DDITION:-:-:- :•:-:•:•:•:-: o SgPdins gtexpo d dJcr, in.a 50.i . W OF ROUGH CONSTRUCTION Oe m UPON APPROVAL TO BACK' LL o ° cn ° DRIVEWAYm DRYWELL '\ • • Q :U • ° ° ° °z oa a (EL 25.6) mz DRAINAGE INSPECTIONS ARE REQUIRED (EL 24.0) - APPROX.WELL LOCATION rn >•- / TO BE ABANDONED NG°4900'E 100.0 , Contact TOS Engineering at 765-1560 before U TRENCH DRAIN EXISTING 304. 17 to EXISTING CURB CUT * DRIVEWAY ENTRANCE RUNOFF CALCULATIONS: WATER METER Backfill, OR Provide Engineer's Certification Z CONCRETE DRIVEWAY TO REMAIN; 77I x.167 x 7.5=965.6 gallons of runoff NEW SUFFOLK AVE. Q CONSTRUCTION TRUCKS, @ (I) I'-O"x 8'-0"0 capacity=300 gallons that the drainage has been installed to Code. Z 966/300 =3.2 EQUIPMENT, TOOLS, ETC. TO Runoff Containment Requires: ENTRANCE PROPERTY HERE. (I)4'-0"deep x 8'-O"0 ring (provides 1200 total capacity) APPROVAL OF STORMWATER MANAGEMENT CONTROL LAN -T• n Cod apt r 236 PAGE: Date: ..Qg 3/1�. BUNNY LANE Approv d by: II'.At` Id. ." s i tC - UNAUTNORIZED AL TERA TION OR ADDITION TO 771/5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION d►F%EC. 7209 OF PIE N.Y..5.EDUCATION LAW TRUSS PLACARDING REQUIRED : Lc) : CARNEVALE RESIDENCE iti;Li: NI° ›- Z - -6 ! 2co 61. 2-4 Ailk. oz APPROVED AS NOTED SECOND fLOOK ADDITION .. .. .. .. Ai b. ,411111111L ' C • '7 uj ill 411111111111k .41=11111116 R/Ile,C n ...7-- DATE: /:1 B.P.ift 2111 LE-3,_t_-_- AUMMIIIIMMIDIL. 4111111111111111111111111L. cli_2; ,.1(.0 0 (f) o EC ••_--.----f-pe OCCUPANCY OR 1 ....d . -Amonillibk, 4 AgillliMillinnriblik, inriillifililligillillin16. tiMINIMINIMINION111111111L FEE"-'-'4--(Y)1--- "Y.' ......---,............. 1•••, •4,.........*••..................... 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Ur — Location: Suffolk Cou nty,New York 1ThWil IL olibioi, Construct on Type: Single-family b.. tp ‹- ,17 c,T.4 Proj‘ect Type: Nese Construction ( ,0 08352A (<.,. . Ci) g. Conditioned Floor Area: 0 ft2 ------• i 1.1PS' i. G'ar r2 Area 11% 1111=11111111=1111111111111110 MI6' I. illIMIMMiliall 19°Pessto— 6 .16 .15 •...10' Clmabe Zane: 4 (579)HOD) I I I I ---I— j liallik '1111111111111111111M1 Fermt Oats: Permit'lumber: - ninlifillgillit illnillhh, '1111111=111 Constriction Site; Owner/Agent: Designer/Contractor: NIMI11111111111111111111111=11 11111111111111111 CON'',71\i' WITH ALI CODES OF • UB...,i....e NY itlancy Chirovr Design Con sullong. 111111111111111111MON mmummmol,. Nam —NZVi----L',,- --:—. 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Juir.nmaJItS in REScheck Version ...4.('. . th e mandatory requirem I ents listed in >- lqaaliker\strif cgileArman, PE 6 .16.15 ---1____Li i ti Li U Li LI 0 Name-Th;a S.gi-.attire iir.H...n.. ..,...600.b Orate . .. .. I. II II 1 1 I 1 II 1 1 1 1 11 II 1111 II ll li Ii IIII CI III1 [III II II I . . , , , , , 1 r--1 z J z PAGE: Project Title:Carnevale Reskience Report ciate: CO271.21. 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O ° ALL BATHROOM LAUNDRY AREAS USE Z U A ..... • N @�• Lj 2668 U WONDERBOARD ON ALL AREAS TO RECEIVE TILE U y Amit' 068 2068 U O 4 • dX u� cV R /. �p PROVIDE 2- 2"x 8" HEADERS LI. a CLOSET CLOSET LINEN 1868 x — `� ABOVE ALL WINDOWS UNLESS OTHERWISE (' HALL iV @J \ ' X NOTED; HEADER HEIGHTS AS SHOWN ON BUILDING Z Z 01 N 2'-0" 1--I o \ % DOWN CEILING II SECTIONS; MULLION SPACES WHERE INDICATED �--c a aI//%%AAAA/I///////// 2068 206: /////////4 Ar Ar ////////%/ CHANGE /I'' (—� Z 1 qz� �'0" P 3'_0" / cLo4 T1 T ; � w BEDROOM �' LINE F• Z L/) "]� /z 8'-O" CEILING HEIGHT \ 2668 \ .o • b O 4 2068 CLNG MASTER BATHROOM NOTES: Zi / I o • VANITY WITH MARBLE TOP; O o c9 as s�.Er. • x 2068 2068 . \_w i. = N ? 22.6%LIGHT • CLOSET N v •r WALL MOUNTED MIRROR ABOVE. �/ 0 U / W 15.7%VENT x ~ U / OPEN BANISTER I n s' o \ / • 2468 • CUSTOM SHOWER WITH VINYL PAN; W o - MARBLE ANIFAV ' BENCH WITHIN SHOWER. TILE/MARBLE • I \ I Com♦ 5.0„ .�I ADDLE SURROUND TO BE DETERMINED ALL WALL cn \ . s! af m — • —• +" ` �"'"�"" SURFACES TO RECEIVE CEMENT N ' nLI I q .00 BOARD PRIOR TO TILE/MARBLE INSTALL. •PIT�11E \ o O CO r so 2"X 8" C.J./C.T. _ _ FRAMELESS, TEMPERED GLASS �/ I / 16" O.C. W OPEN TO BELOW 2 X 8 C.J./C.T. w• w4 LU yy ` l0 4,4_ half wall '1 16" O.C. / o .. SHOWER DOOR ENCLOSURE. r/� 6-) J ---Li :S y• •"•i"':•i• a 4 - I•"'i"xii'e i'x'i i+`lA � CD g ®V dNe�e aNc °" MASTER BATH �'' 0 `Q I 11'-8 1/2" • " J • TILE FLOOR ON MUD OVER SUBFLOOR w Q li Zti _ POST VALLEYS 1-' o• o I =4. .`; • KNEE WALL TO BE 36 HIGH w/ MARBLE 0 0 ro -' 41) fb ® �? CAP TOP $ SHOWER GLASS ABOVE U \ 'x'*xSix.7xFii., i .s Svci�ro '9.9;9K,;.1 I" . — ' •i....•s•c4 z bUTLINE OF WALLS BELOW -- CD / 1'-5" C•� I2'-4 1/2" /— 12'-2 I/2" / 12'-4 1/2" / I'-5" SECTION SECTION / A I . aV ►� rn V J 2 z Os,- U(...) m �9 Z . SECTION UI B f n SECOND LOO PLAN z Iz0 0 W SCALE: 4" = I '-0" o u6 01 k , 14JAM, J,,p . Q co 4,A\ N,� Z ='.T •,""... . .m. PAGE: 6 • +83584 . 15'OP 6 . 16 . 15 4 UNAUTHORIZED ALTERATION OR ADDITION TO TH/S DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC" 7209 OR THE N.K.S. EDUCATION LA IV () Z Ili o o CV 0 o z O c J IL < L0 2 CD Z CV ai >- ai N z i E J EXISTING SCREEN ROOM U o BELOW TO REMAIN *NEW ROOF SHINGLES m cn O k. t O `SECTION \ N N O F SECTION� � c� z � SECTION It„ B { A N r y o Z T O zW OV_ J Q Q C/ 12o2 • (-3 Q O . c2 d_.O 5 � - 0 C N = W 5 GAF 30 YEAR ARCHITECTURAL X 1— x — ASPHALT ROOF ShINGLES W/ I 5# N Z Si /./..// FELT OVER 8" CDX PLYWOOD WITHICE WEATHER ShIELD @PERIMETERSJ $ VALLEYS • • \ 14" LVL RIDGE w/ C-P-. SIMPSON C520 CONNECTOR ` Z • 12 ,Q\ L- (MT. ALL RAFTERS) 1 2 10 W a I O p W �' -'' r- 51-IED RAFTER INTERSECTION rrlZ �. ' 1--i o, / r� r •)C o\ • 1-. J /~+' 3 1--,."1 1 l Z ,\\/ o G 15 / RUNOFF NOTE: WEq g N o\ l o — Gutters continuously around; eri N Z x - Lu `0 �_ Leader locations as per o N o N @) installer - all leaders drain to 0 - C" 0 PVC pipe to new drywells. � W � _ Lu RUNOFF CALCULATIONS: Cl) J 12 1273 x . 167 x 7.5 = 1594 gallons of runoff 9N1(� I O @ (I ) I '-0" x 8'-0" 0 capacity = 300 gallons $� 'a� -� 1 594 / 300 = 5.3 " -< - . �8; Runoff Containment Requires: 'VI.-0", \ 12 c�- (2) 3'-0"deep x 8'-0" 0 ring ® 6NC IPRQ -I8'f CZ o 101 P40 D (provides 1800 total capacity) \ 2 m Ila Z C i "X 8" C.T. SECTION @ I G" O.C. w / 2"X 8" R.R. SEAoN CDz CD @ IG" O.C. � y J -07 12 D o 10 12 —' 110 Z Or / 2"X 4" C.T. U — // 2"X 5" R.R. @ I C" O.C. / U 4 @ IC' O.C. ' Z - \ W z 0 • W S gighl B ` `Qy ,, / ROOF PLAN a NE's z ,„„3...� '�A ,,• Q z SCALE: 4" = I '-0" .y\'; to 4 PAGE: ,cy• 083594 .7 PEsslo 6,0 `Z. 6 . 16 . 15 UNAUTHORIZED AL TERATI0N OR ADDITION TO Th'/S DRAWING AND RELATED DOCUMENTS/5 A VIOLAT/ON OF SEC. 720.907 THE N.KS. EDUCATION LAW Z ,n o w 0 CZ ~O N O z 6 u_u_ Q <9 2 0 Z_ oQ LU > o cc CV co N ed EXISTING DECK STRUCTURE FOR SCREEN PORCH TO REMAIN J 0 p 9 > 3 — / -39'-10" / U 0 0 _ co z SECTIO SECTION SECTION I C B A a Z -/1,_0" - 19'-4" / N 0 ,— z • BASEMENT 0 p_ EXISTING STRUCTURE - I— Q FOUNDATION WALLS, FOOTINGS 0 GIRDERS, COLUMNS $ SLAB Q 12 \ TO REMAIN Q 0 EXISTING BASEMENT Q w TO REMAIN w Z 2 0 — � O 00 I— m N U o z -_ 1- -u n 3 ' DIAMETER LALLY COLUMNS w Ud C TO FOOTINGS (ASSUMED) Z EXISTING TO REMAIN : U 3'_2" - 3'_3" / 14'-2'' W 4-1 a XISTING 3- 2x8 GIRDER (� / '-8 /2" I 7-8 /2'. L t :. 7 8 1/2" 'IF 1 7'-8 112" _1 7'-8 1/2" N �1� �.J ~_ WZ \ REMOVE EXISTING STAR; z . CO.. 2 VERIFY INTEGRITY OF EXISTING FOUNDATION WALL LEGEND: W a '' FRAME IN WITH 2"X 5" F.J. Q * S.D. LALLY COLUMNS $ FOOTINGS. REPLACE AS NEEDED Z C/) TO MATCH EXISTING —; u� Q AREA TO BE REMOVED Z IL u: O co - O N O `p ~ I -. EXISTING CONCRETE WALL 0 •cs, v N TO REMAIN W c8 z _) 0 NEW STAIR LOCATION t` m x N - N 3 z" DIAMETER STRUCTURAL N — 8" POURED CONCRETE C/)w @) • ' STEEL COLUMN BURIED IN • FOUNDATION WALL / 13'-4" / I I'-10" – 24"X 24"X I 2" P.C. FTG WITH I'-4"X 8" FOOTING; c.(----.A, ^ CARRIED FROM EACH POST ABOVE 3'-0" BELOW GRADE ,t. 0 — — Ci_ \ R-19 INSULATION �� � BNG Ike TYPICAL ALL AREAS. 4" P.C. SLAB IN NEW -/ 13'-10" PROVIDE ACCESS / 10'-8" N t INTO CRAWLAREAS �� I 1— U •\ z /. z — CD NEW CRAWL SPACE `D O U � z C PROV. EPDXIED#4 STEEL :� N 9 SECTION\ D f— \secnoN REBAR VERT. @ 12" O.C. w — ``• - A > F- N, INTO EXISTING FOUNDATION ':o., z @, o ,• CO 0 z �; WALL NEW WALL ABUTTING „ , , , ' :.�.,..:..', , ,; -' U O u (TYPICAL BOTH STOOPS) /�.` ", PROVIDE SIMPSON PHD5 � PO ,, r- HOLDDOWN (TYP. 2) w U 5 IIDN = ANCHORS AT ALL CORNERS Z UNEXCAVATED m THROUGHOUT z 4" POURED CONCRETE SLAB V (f> >° ' ON COMPACTED FILL WITH \ 1.11 W.W.M. 6 X 6/ I 0 X I 0 \ -." DIAMETER ANCHOR BOLTS Q z GAUGE WIREW/ 7" MIN. DEPTH @ 45" O.C. SECTION` W/ MIN. 3"X3"xg" WASHER @ PLATE W o P O I Q 'C Q Nei' z FOUNDATION PLAN "JA , z• ,�SCALE: 4 = I '-O" ,--• ,I.A4 ' r `i° + cc tu .�► PAGE: Us,} 08358h �� 6`OF 'SSIO 6 . 16 . 15 UNAUTHOR/ZED AL TERA TION OR ADDITION TO TH/5 DRAWING AND RELATED DOCUMENTS 15 A VIOLA DON OF SEC. 7209 OF 7717 N.Y.5. EDUCA NON LAW In Z• " Oa NAILING SCHEDULE .' 0 H (\i0 • 2C3 1 550 I-1;3!-,WIND EDIT1:311?/O3 FRAMEC )C107,1 MA'ILI .A2 L JOINT DESCRIPTION ROOF FRAMING "KAr-F.R.TO TOP P-ATE. 'TO::NAIllb PER. FTE CEILING JOV.TO TCP PLATE NAIL QUALM( NAIL SPACING 0 eS-0"WALL:3-E1d 'TOCF E NAILED 1 0-0"IAALL:4-td niz RAFTER. Er- 'WALL:3-E/d PER 3015T CD < > '0-0"WALI,4-6A niziois-r_ ,...... . . . „ . . • f-7- z - -E- u - LIJ 0) (s) < CD Z Li (I) C LL CIIIILiNG JOIST TO PARALLELRAF* FACFU i,kii..fo ,,,rstr.TABLE .'",• EACH LAP.. . . „ ... ..„. „ ... CEILING J051LAPS OVER PART'MON5 :FACE NAILED ...._......_....... 57.7 TAEVE 3.7 EAC•ILAR COLLAR TIE TO'F.,:or-r.ig. 'zrx, iAiLt0 5E.E.TABLE 3.4 PER TIF E.:MX:KING,TO RAFTER "TOL NAILED 2-Fd R.,LI.'BOARD To RAFTER ,, . ' . :E•13 NAILFD , . 2.( d WALL FRAMING . . 14" LVL RIDGE; SIMPSON CS20 GAF 30 YEAR ARCHITECTURAL C\.1 (ll TO!'F.1..ATE5 AT INT T.R5LECTION5 I FACE NAILED A-I Gd JOINTS-EACH svz ASPHALT ROOF SHINGLES W/ I 5# CONNECTOR(TYP. ALL) .„... ........„ . . .... ELTLLID TO STI:it, i FA=NAILED 2-16d 2 4 Oir; . . . . HEAL:I7L,TO iira..7.7k ' "' ' ' ''- irAcz NAILED 164 1 G'O.t3 ALONG EDGE5 FELT OVER..ti" CDX PLYVVOOD WITH u mc z 1 ....,... . , ., . 5. " LVL RIDGE E --I QD TcP OR BOTTOrj.itErr.to 5TIL/0 --'- 1Z^ID NAILED c_-I eL,d FER Did STIJL', ICE $ WEATHER SHIELD @ PERIMETERS 2 cz >., _\z- 3-I Gd FER 2' .'571,;(,.7I 1 U c -6 N . . ... . .„. • • .. $ VALLEYS 2 c ,..,.. - L4-46d FER.2103 51.1.3 5 r-- . f-' - - POTTOM P_ATE TO FLOC: 5T. C-1\-\\‘• - c• . 5AND.2,0L5T,END JOIST,OR 5LOC.KIN3 r=.hit.rom 2-'GA •- PM FOOT: c--' t 2 5 R-30 INSULATION S VENTED • \ • N /e'. „ .. . „ „ - - ---- - - -- -- - - - - - 0 ,,, co 0 FLOOR FRAM ING ,,i.. I .... BAFFLES BETWEEN RAFTERS@'S 2.1,11 . @' 3.:\.„.‘, ---____________. 2x8 RAFTERS @ I 6" OC co z _ ..40157 TO:Nil,TOP PLATE..OR ORDER. 70E NAILED 4-5d PER JOR5' \ 1r***4. \N / 5RIDGINIC TO.:1C",.5T .TOE NAILED 2,•."A rk....-i-i ENO ?:* '5 . Or: 6',,, /„.. 2x8 CJ/CT @ 16" OC . .. . ., SIMPSON 117 CONNECTOR. AI NNOc,\.,..,q: (f) N....5::-.1r.iii's:TO Jc:a: - iror.mum 2-Cd rActi NO ` <c)__ Z s=..r.iI,K,-TO 5111 OR.TOP PLATE 1TOF.NAILED ......... ... . 3-1 GA , , [ACM:BLOCK LEO 6 ER En.TRIP TO BEAM , , , :FACE NAILED , ,, , 3-I CA EACH-10157 1 , 4x8 CROSS TIE EXPOSED IN ROOM :\N NNV 1 R n--C.-..--- 0 Jor5T 041.cr.z..?..7o 5E4%1 . ITOE IlAILt , . . 3-ad, PERJoiv- FASCIA w/VENTED SOFFIT H BAND JOIST TO,C1.5T IVO NAILED 3-1Cd FER.)015T NN SAND JOIST TO Stir OR-TOF FIAT: TOE NAILED 2-16d . PER FOOT . WALL ELATE @ DORM 1-t z oi . 2"X 4" INTERIOR NN NN Roor SHEATHLNG 2- 2"X 8" HEADER ABOVE; . . „„ „ ...„--- -- . . „ ------ ,-- 5-RUCTLJ KAI-PANELS STUD PARTITION N,,N, \ N \‘‘• PROVIDE CS20 STRAPPING . 4'PERIMETER.7.-,,,SE-'2,ONE,- I G'OC-G'AT FAIL%E2LGES - < , ,A , &NU.AT IllTEFVEOIATE 5.1;PI'CRTS tN)MC PAI LE:.rk7.,,.o 9 N N Ci „.. . .. ....... .... C) CZ INTERIOR 21.."..';E- i G'C1C- PANCL ti:GE5 AND 1 2'AT 2"X 4" STUD WALL @ MASTER CLOSET 15 1A*-1 'N < 0 .--- ----. ---- , o : t,,d PITER.CIE:IATF.PLI"ORT5 IN-I•11.`.PAYFL FIELD I 6" D.C. W/ R-I5 INSULATION -------------___________ --;--\ '- <tn° '-' -j 'CR.ROO'51."EATN113,Vo71-.1`1 ALO Cf Tr.".PER:I.AETERE33:CF Tr:E.R.03%it.Lk..L=ANC,.4.•••:.: ON EA.:.:.&IDE OrRODF FI.IA!L,77.1:4'..C'FtF4%,17tF. ,,, ,,,,\\1\0 --, '."-- ' !DGE as.,,l'-',Ari AC NME"NT,REOLLI-i.EIL,ENT5 V-IALL5E USEO. $"' " CDX PLYVVD. SHEATHING 6, f, Y\AG ."-L. -, ---- ---- --- MOISTURE K? STAT LLI ---... ----- WI TYVElc HOUSE WRAP; CEDAR ----cc...\N,.--",e,\ H CEIUNG SHEATHING , SHAKES USE MAIBEC OR APP. EQ. ....--()\.),_,,...--,c2.._ -- ..-- \\.--- ----, ----,.,GYPSUM BOARD hk(AL z 671P5LIM,WALLECNARD - 5d COO .5 7°rDczt icy.riez --- ---.. E-5AT-4-1, 00M AREAS''. SIMPSON h7 CONNECTOR , ....- .'" PLYWOOD SUBFLOOR -- - 4 ----.. -- WALL SHEATHING PROVIDE SIMPSON - ,. ...-- .... .. . ..... ..... „. .. ..... .... ,-- - 5TRIXT'JRALPAJT_L5 E'd d"EDGE.ZONE-I G'01;..-6'AT'FAN:L E")GES k;::-; ,2`AT CS!6 STRAPPING -------------------___, --' ,<" 11i" TJI 560 F.J. @ 16" 0.C. > WI, lielf R"l ' :,N . INTEF..","EDIAT!.50,7I0R75 IN TN!FA"IEL FIE'_::, , - ..... .„ ..„..„„ . FASCIA: SOFFITS w/CONTINUOUS . ad INTERIOR. 2x6 ELATE ON EXISTING 71m ZO•17.- i C,"OC.-6"AT PArIrLeDGts,v•ID 12'AT ________ _ _---- --- EXISTING CEILING BEAMS TO REMAIN GROOVE VENT BEADBOARD -. f ; : INTM•FDATE SIL.'PPORT5 IN TH:PANFLFIEX .ut- • --11-0" / ▪ :"ARD PAti_5 ' , 1.G° GA 3''MS:I G''rs.: 1"x5" FRIEZE BOARD (FRONT ELEVATION) C.... 232".. ad , _ 3'EDGE./6'rilID , , CEILING BEAMS i"-------........................._ .„ . GYP5IIM 1.1.1ALLECARD 5d COOLERS._ , .. ..„ ... e.,.d 4'EDS!ZONE-ICI at:-6'AT PANE:.EDGES AND I 2;A2- 2"x 8" HEADERS ABOVE; ' " GYPSUM BOARD CS20 STRAPPING ii--1 (-2. . 2 HARLOSOARO' „ . „ ' e(7E7-MEDIATE SIPTO-L-05 IN 7!-If PA!!!!_rit_D TYPICAL ALL AREAS 14 I-I-I .......... ...„..„_. . . „ .. . „. „ . „ ...... .. „. ... . ' id INT:"2.10R2C' - t CI VC-C"AT PANEL cr.lGt..5 AND 1 2"AT EXISTING 2"X 4" EXTERIOR .11 . $N-rvz..mrtikrzsurfc.R-1-srm..-:it.PAJIE:.FIELD ' ' „. , - STUD WALLS TO REMAIN; 9 GREAT ROOM DEN Z Z C P, FLOOR SH EAT M1--4ING NEW R-I 5 INSULATION $ --------...,......„.. . 57 .1.x...-.7-..R.ALFA,T,...5- I^OK.LIF55 ad , G'500F/.12'11,71.D 1" DRYVVALL ON INTERIOR (.5 iri, . . ..... .. .. ' hri reu,_irerr-,7.6 are G:i......e4 cr.,tail sr.f.i.-tr.,1 na.'.ad 0.r.z.r.ss 0.a.37 the Far&edge I,,,a, ertcithr..5 o!ro.t.,d.3 leCte5 O .at the Far&edcy_!L'cet.;,r lughar e..st'oa*Faottee.,railml re.Pyirlrrerts for Vowtural 1,1rter's thatI to doXed,or atternstf.::.. ,,,,,?..:tz,t,e'...c.1,at,51-tar FI,V:o5,tha'I tee,,•t•ed to rrantaiti thl . - 1.4 r.,,,,__ , _ ..... Z (/) '! .. ..... ..„ . ..„.. • ,,,,I[53.45. :rwr ns eartImous overcorrected fnesi*er5,th tId number a;1..2,1e eV!to perrntted to to reduced to t-I 6d rdt1 F-.5r(out.. .t 0 Z ' • Cr•CfrOS,:rt,res,stvt I I eia.?e rocf,.?,ra)Isar,d I G ga,?.!starles are perentted,cl,sk lEv,...fcr radd,t,frdI reemrern.rrI5, ffr EXISTING FJ TO REMAIN SISTER NEW, AS NEEDED TO EXISTING 7 _1 I„ I . ... ............ r:4 U itu. cc8 IS INSULATION X CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C/) WEATHERING SEVERE FROST LINE DEPTH -° EXISTING BASEMENT e ft.z.,744, EXISTING STRUCTURE - Yt....9'. TERMITE MODERATE TO HEAVY FOUNDATION WALLS, FOOTINGS r4 41 • 1.4 DECAY SLIGHT TO MODERATE GIRDERS, COLUMNS S SLAB WINTER DESIGN TEMF. I I . TO REMAIN - ICE SHIELD UNDER- AS PER MANUFACTURER'S LAYM E NT REQUIRED SPECIFICATIONS/STATE CODE - ,...J FLOOD HAZARDS I 1---I LJ . Z - - CD DESIGN LOAD CALCULATIONS . Z BUILDING SECTION "A" r- NPNIVL)M UNIFORMLY DISTRle-OrED LIVE LOADS (I1,5f) D S EXTERLOR FALCONlES CO SCALE: i" = I '-0" Z uL) [3cc.-rse 40 0 ATTICS WITtlaJT STORAGE .."'...i00 K.)- co AT I IG5 WITH STORAGE 40Z • TABLE R30 1 .6 . ROOMS(OTHER TI-fAN..51.E.EFING ROOMS) 40 - C3 '...',:.LEEFI NG ROOM ' 30 n >- ALLOWAI3LE DEFLECTION OI=STRUCTURAL MEMEDERS Ili e . . .. _ STRUCTURAL MEMBER. ALLOWABLE DEfLECTION 12) z CRITERIA FOR CALCULATION OF DEAD LOAD . . T) 'ACTUAL WEIGHTS 01' MAT e RIAL5 KE IT RE V-.3EL) TO A.I.A. R74 ftern havino, 'slopes greater Li I ec iii t ARCHITECTURAL GRAPHIC STANDARDS than 3/12 with nof:nished ceilmg . (2 attach.-2,:i to rafters SNOW Interior wall:5 E. vartitions . t1/180 GROUND SNOW LOAD 45 l:.-.5. Floors S pla5tered ceilinc35 L'360 Ci NEC1,7"-\ U _ < Ali other structural merr0, ebers L/240 A.\). c2,04JAMi. 2 SEISMIC Exterior walls with raster or 11/360 4,‘ ! 'Oil\\' Z Z4 DESIGN CATEGORY B st(cco finish ,,,,,: A - . . r. ,, -,...ti.. - ' Exterior mils- wInclIoncis with L/240 . . . 0 ,.........wir.. LU 7,- .. -,-.6090 w brittle fit-4511(1s -z . -.. ANN.-. ... ‹. PAGE: WIND SPEED 120 mri Exterior walls- 4iiricilo:.-i. s* with _ L/1 20 1 ••••• ) 083594 • ,it,,,„ EXPOSURE CATEGORY ei flble finishes .. O ' zT 101 \‘''\' p `-SS•- 6 . 16 . 15 LINALJTHORIZfD ALTERATION OR ADDITION TO T1115 DRAWING AND RELATED DOCIlMfN7-5 IDA VIOLATION 01/91/C. 7209 OF Tlif N.YD. EDUCATION LAW SIMPSON CS20 ASPHALT ROOF SHINGLES W/ 15# CONNECTOR(TYP. ALL) z 0 GENERAL WIND PROTECTION CONNECTION NOTES GAF 30 YEAR ARCHITECTURAL FELT OVER 8" CDX PLYWOOD WITH O O~ N Adapted from Standard for Hurricane Resistant Residential Construction; SSTD ICE14" LVL RIDGE; WEATHER SHIELD @PERIMETERS 12 N 12 U z — C I 0-99 and 200 I SBC High Wind Edition Wood Frame Construction $ VALLEYS 5 I— co Q T 2 OG' Fasteners and Connectors for Wood Frame Construction I 0 O 2- " C.B. THRU JOIST \6 " I I . A continuous load path between footings, foundations walls, floors, studs and RAFTER(TYPICAL BOTH ENDS) �FZ• °C N 8„S�& Z W roof framing shall be provided. ,X \2 \ O R.R• @ I6 5 / r 6” Q U Q > • 2. Approved connectors, anchors and other fasteningdevices not included in — \ �• / pp 2"X 8" C.J./C.T. @ 16" O.C. my R 30 INSULATION • the Standard Building Code, Table 230G. I shall be installed in accordance with _ — • manufacturer's recommendations. -/I1-0111 2- 7 4" LVL HEADER RIPPED _( DOWN TO 5 z"; 2" MULLION ', 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the N weather or subject to salt corrosion in costal areas, shall be stainless steel or • N N •• N hot dipped galvanized. 2- 14"X 14" LVL HEADER _ 5 n c0 4. Where windows and doors interrupt wood structural panel sheathing and 2"X 4" STUD WALL @ b BATH RUNNING-CONTINUOUS UNDER J z ° SH-E1=5:5/09 2" LVL RIDGE TOPS OF C.T. TO ALIGN U o N. siding, framing anchors or connectors shall be provided at the top and bottom I 6" O.C. WI R-1 5 INSULATION — c+x THRU ENTRY S PORCH = .. — of cripple studs, header studs, and at least one stud at each side of opening. $8" CDX PLYWD. SHEAThlING — ° — m W/'TYVEK' HOUSE WRAP; CEDAR - HALL ` ----. �i� �� O O 5. Ridge straps shall be attached to each pair of opposing rafters except where SHAKES USE MAIBEC OR APP. EQ. — -\ �P a'�F. 2x8 RAFTERS @ 1 6" OC - m z O collar ties of I x6 or 2x4 lumber is located in upper third of attic space and 4" PLYWOOD,•StJ�FLOOR I !� 2x4 CT @ 16" OC attach to each pair of rafters. G 1 I IN 6. Uplift connectors shall be provided at each rafter bearing. ` , 118"TJI 560 F.J. @ I c �j�j I X� Cr) 6 . 1 b .15 OUTLINE OF TOP OF Z ---\ EXISTING CEILING BEAMS TO REMAIN 2x8 RAFTERS @ 1 6" OC - HEADER $ WALL PLATE CEILING BARREL 7. Floor to floor hold-downs to be provided every 48, and every 16".within 4' 2x8 CJ/CT @ I6" OC Y- 0 H of exterior corners. 1 1 _ H 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the INTERIOR WALL Z 0 W foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x BEYOND @ STAIR _ 118" washers. A minimum of one anchor bolt shall be provided within 6 to 12 EXISTING 2"X 4" EXTERIOR N — Q inches of each end of each plate. Anchor bolts shall have a minimum embedment STUD WALLS TO REMAIN; o GREAT ROOM _ ENTRY th 2"X 4" STUD FRAME @ 1 6" O.C. Q NEW R-15 INSULATION \\ e0 R-15 INSULATION, PLYWOOD of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located < 0 i" DRYWALL ON INTERIOR 3i SHEATHING ON EXTERIOR, HOUSE within 12 inches of corners and at spacing not exceeding 4 feet on center. 2 4 PLYWOOD SUBFLOOR WRAP t SIDING AS SELECTED OVER NEW JOISTS. ALIGN 1_1 FLOOR HEIGHTS THRU-OUT 2"X 6" ACQ SILL PLATE Z ENTIRE FIRST FLOOR AREA OVER TERMITE SHIELD ..."1"."--"7 '� OVER SILL SEAL; EXISTING PJ TO REMAIN SISTER NEW, AS NEEDED TO EXISTING 1f1 2x8 FJ, I 6" OC PROVIDE SIMPSON CS20 QIM W/ LPT4 CONNECTORS R I9 INSULATION CRAWL --'-''\\ 8" DIAMETER ANCHOR BOLTS -2- WI 7" MIN. DEPTH @ 48" O.C. Z BASEMENT W/ MIN. 3"X31'x " WASHER @ PLATE EXISTING STRUCTURE - NEW ACCESS TO ' v U FOUNDATION WALLS, FOOTINGS EXISTING BAS'�EMENT t i W p-+ GIRDERS, COLUMNS SLAB NEW 8" POURED CONCRETE Z FOUNDATION WALL W/ TO REMAIN 1'-4"X 8" d. FIG.; PROV. I—' Z 2- #4 REBAR IN FOOTING �, `a / N. A\ 11* RAFTER a (TYPICAL ALL AREAS) Z ...00-. NOTCHED RAFTERa t ^ �r.-^�RAFTER a u u u v` "�'- RIDGE I .� \ RAFTER .RIDGE I \ a �� ,I Fpp„,,,, . '�� TOP PLATE aTOP PLATE O/ I`\\ / \40WALL STUD �� �/ U WALL STUD ��� 4' N Isi TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE SEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION BUILDING SECTION 'IBI' x c) SCALE: 4" = I '-0" .... 9N ty 7� / 8 aV - �% tl 2ND.FLOOR WALL STUD Ia KING STUDS , ,,, x 4I T X 111 4 WOODJOISTa .'I�I WOOD JOIST `� ` 2ND.FLOOR �� CRIPPLE STUD a c eac axe BLOCKING ` Al � 4,� I RIM BOARD ��' t FIFADER "i i a ` a'I�I JOIST HANGER �� II �1, illi`4�` I k GIRDER/HEADER ItP ST.FLOORTOP PLATES \ JACK STUDS �� I� RI �� 111 �� U WOOD GIRDER VP' WOOD JOIST 1 I I iI,, Z 1 a II IST FLOOR WALL STUD I, " ' I I' Ii a JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION Z CONNECTIONS � O • r-- tt� � \ BOTTOM P'�PSDE -�I� ISL FLOOR ALLSTUD II OLaSUB FLOOR `�WALL STUD DOUBLE JOISTBOTTOM PLATE - `'� a a IIIST.FL:WI ORPLATEBATHTUB �� ��� IIUBFLOORI 4000. DOUBLE JOIST a I�' AAll ��/� M BOARD oTY4Fi.114.C.ILMI;LTI-rrY 4 141 �� DOUBLE SILL PLATE � � } DOUBLE JOIST FOR NON-BEARING WALLS gill� ILI 3 FOUNDATION WALL . Q O�� z DOUBLE JOIST FOR UNDER A BATHTUB �: HTT22 „/ - 51 HDF UJ t'I ST.FLOOR TO FOUNDATION CONNECTIONS 11", 0O PROVIDE 1/2"SPACING l BETWEEN THE END STUD �� SILL GASKET AND THE 2 OTHER STUDS METAL HOLD- OPENING ANCHORS-AT OPENINGS Q 6 FOR ALLOWING DOWN STRAP OF 8'-0"AND LARGER IJJ CONNECT CORNER STUD TERMITE SHIELD HOLDDOWN INSTALLATION 38-I Cd SINKER '' �� O FAASTEN WITH(2) I Gd NAILS AS PEP. Irr 3-2"X4"WD STUD �^ �+ DBL.SILL PLATES -4,14,‘,4.44,,e.." �— C #V e of (TO OVERLAP JOINTS) COMMON NAILS @ 6"O.C. MANUFACTURER @ CORNER TYP. s i �: Gy }_ NAlIo 'V �tA f,ry z Ramo' 2"X4"SILL 14JArt�. ti,/ FOUNDATION WALL a SIDEWALL a PLATE`� rYt/ �� I\.- i►' RIM JOIST Tl'P. * � I �,�.Y r y; z SHEAR WALL CORNER CONNECTION I' DBL.SILL PLATE t_ }„ "'+ SILL PLATES TO FOUNDATION ANCHORING �!'I .Y ANCHOR BOLT ��a'I (I)#4 REBAR IN tu �\ % SHEAF'CONE-MIN �.'" L, 6r1, h W PAGE: 12"LENGTH ", 30"MIN. FOUNDATIONtP + REBAR LENGTH �I WALL TYP. - a 083rsh, ti 2"MIN. V CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS 1/FROM CORNER SS1C3 �"�. 6 . 16 . 15 NOT TO SCALE METAL HOLD-DOWN/UPLIFT ANCHOR UNA UTtIORIZED AL TERA TION OR ADDITION TO TN/5 DRA IWNO AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 720.9 OF THE M Y.S. fOUCA TION LAW In z o O— O O~ N 92" LVL RIDGE; 14" LVL RIDGE w = C SIMPSON CS20 (s-) < LD 2 CONNECTOR(TYP. ALL) 92" LVL RIDGE —7-744.--------......... 12 w/SIMPSON C520 z x 12 � —1 5 CONNECTOR J W 10 (0G / 24 1 Q H \c X L2��R.� ti o a 2x8 RAFTERS @ I G" OC @� • 2x8 CJ/CT @ I C" OC A--- / @ L C"O I 0 /,• \q/ 'C - ' CT@ IG L 2"X 8" C.J./C.TT. @ I C" O.C. c( R-30 INSULATION I 2"X 4" NAILERS ` 400011100•1•01#44414, 3- 74" LVL HEADERSAde LA 6) N GO PROVIDE SIMPSON 112.5 - ' 1 1V , . \ › z �` z GYPSUM BOARD �,. CONNECTOR TO RAFTERS E - Lo Q TYPICAL ALL AREAS %El 0 i 2"X 4" STUD WALL @ CLOSET "AZEK" BEADBOARD �r o - 16" O.C. W/ R 15 INSULATION BEDROOM BEDROOM CEILING ON PORCH EGRESS EGRESS r O O 8" CDX PLYWD. SHEATHING cc) z 0O W/'TYVEK' HOUSE WRAP; CEDAR - - �x4" INTERIOR 2- I 0"SQUARE PERMACAST N SHAKES USE MAIBEC OR APP. EQ. -j U �/�R\ITIONS COLUMN w/CAPS BASE \ r FASCIA; SOFFITS w/CONTINUOUS z GROOVE VENT BEADBOARD; e m -4" PLYWOOD SUBFLR�� BLUESTONE SLAB 0 I"x&' FRIEZE BOARD (FRONT ELEVATION) PORCH FLOOR F- C`'�/� : -- 118"TJI 560 F.J. @ I C" D.C. -u;} 611 4" POURED CONCRETE SLAB 2- 2"x 8" HEADERS ABOVE; _ c EXISTING CEILING BEAMS TO REMAIN 11 I �� y Z CS20 STRAPPING LLJ ON COMPACTED FILL WITH— - :,ilii�ri ��r�,� :::::::::vr%r� + I- r r •; •3- 7 " LVL HEADER 1 �r�r�ri` �ri r� �] ,\i JEXISTING 2"X 4" EXTERIOR FLUSH TO EXISTING G.J. W.W.M. IX6/ IOX I 0 • y��\\\Ty��yy/w� . E Q STUD WALLS TO REMAIN; GAUGE WIRE . , 7 NEW R-I 5 INSULATION t• USE SIMPSON HU SERIES \y�� UNEXCAVATED • Q O 2" DRYWALL ON INTERIOR CONNECTOR TO CEILING 8" POURED CONCRETEt.'....... #�T< OC DINING JOISTS @FLUSH HEADER KITCHEN FOUNDATION WALL W/ I I �- -� Ill 1'-4"X 8" d. FTG.; PROV. I ! z 2-#4 REBAR IN FOOTING - (fYPICAL ALL AREAS) NEW 4" PLYWOOD SUBFLOOR PORCH SECTION ALIGN WITH EXISTING NEW 2x8 FJGiJJ EXISTING PJ TO REMAIN SCALE: 4" = I ' 0" L L R I9 INSULATION I�--/I U — 4"0 ROOF VENT F� EXISTING STAIRL ROOF - W a TO BE REMOVED L BASEMENT o 4 W EXISTING STRUCTURE - Z �M L FOUNDATION WALLS, FOOTINGS c... � �xN t__, GIRDERS, COLUMNS $ SLAB Z gra ,,L' W L TO REMAIN ATTIC _ w M _ _ (l) M J --I_ I Z m BATH 2 -__-___T-__BATH�3 II LAU�JD O I Li I I r I/2 11 1/2 I 1/4 i'I 1/4 1 1/2 t I/4 1 I 1/2 Y11/4 1-1V 1 AV oI° r•o+ SHOWER U BUILDING SECTION 'IC" w.Mti Co� SECOND FLOOR 1,2 II---L3 SCALE: i" = I '-0" coll 3 O 1/4 1/4 4 ° 1/4 "3 w a a -_- KITCHEN BATH I -- _I--- U r----_.r---I-- I 113, z y I1 1/4 F.A.I. 11/4 111/4 11/2 04 D.W. WM LAV gi I U HgWER z S FIRST FLOOR -I D o • C.O.II °2 1714 °3 °2 n z � ` 4 •lel\ TO EXISTR IG SUFFOLK CD \-,-,4 17--------> COUNTY DEPT.OF O f� v HEALTH SERVICES APPROVED SEPTIC LINE. U CO HOUSE CD TRAP rZr� • `V ( J } W ,, Q z . BASEMENT C/ 0 0 - PLUMBING KISER DIAGRAM W SLOPE"1/4"PER FOOT PITCH TO NOT TO SCALE DRAIN >- 77;:Of Nei, U4,\,. 4 \IJAlf 0,,p Q ,yz tu 1 A.\\N„,,, _ PAGE: L °PESSIO� 6 . 16 . 15 9 UNAUT/IORIZED AL7TR4T/ON OR ADD/TION TO TL-/IS DRAWING AND RELATED DOCUAIENT5 15A VIOLA770N Of 55C. 7209 OF THE N.KS. EDUCA770/V LAW GENERAL NOTES: in FRAMING NOTES: • The information on this set of construction documents is to relate basic design FW-- O U- N intent and framing details. They are intended as a construction aid, not as a w 0 • substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas hr#2 or better at I C'on center . z _ C current New York State building codes. The general contractor is responsible for Z Q 7 providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' U, Z_ • General contractor to coordinate all subcontractors, scheduling of work and • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include § I w interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearing areas U Q y D (I) D cE • The contractor is responsible for ensuring that all work and construction meets • or exceeds current federal, state and local codes, ordinances and regulations, etc. Structural Steel ASTM A36 - FY = 3C KSI These codes are to be considered as part of the specifications for this building plan. • • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, • If in the course of construction, a condition exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be indicated on these drawings, the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications. $the engineer immediately. Should he fail to follow this procedure and continue work, N he shall assume all responsibility and liability arising therefrom. • All floor sheathing is to be 4"AC type plywood, tongue $ groove and shall be glued and screwed to ca co the floorjoists(C'o.c. edges l 12" o.c. field) • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. g = 3 z d L • The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-0" max. or mid span of all floor joists with spans exceeding U c 0- responsibility for construction coordinating with these plans, nor responsibility for 8'-0". Blocking is to be installed at all point load bearing points. N n .5 - construction means, methods, techniques, sequences or proceedures or for saftey O precautions and programs in connection with the work indicated. There are no • Install double joists under all partitions running parallel U ON 0 warranties for a specific use expressed or implied in the use of these plans. f Co z - Contractor to provide hardwired smoke detectors, with battery back up, and with • All exterior wall headers to be 2- LVL's as indicated on floor plans$ sections and all interior ALTERNATIVE FOR OPENING PROTECTION • headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5'-0" shall have a double .. no intervening switches, on all floors and in each bedroom. Verify with local code n requirements as per Section R3 17 New York State Residential Constructor Code. jack stud with a single king stud $ on exterior walls provide double sill plate (typical). . _. ... . .. z Install carbon monoxide detectors as per code. ','Jt :?D .`.•Tr:L'C T URAL PANELS WITH .'- MINIMUM THI . NE;;:,Or 7/I G"AND MAX:MUM PANEL' FAN OF 8' O' • • Provide insulation baffles at cave vents between rafters and soffit vents as indicated S'IALL Sd PERMITTED FOR OPENING PKOTE:;MON IN ON AND TWO STORY SU;LDINGS. PANE 5 H FOUNDATION NOTES: on plans -7 4-.0- < SHALL SE PRECUT TO COVER GLAZED OPEN'NG WiTfi ATTACHMENT lir,RDWA.E PROVIDED, y Z Il • General contractor to review plans, elevations and details to determine Exterior flashing is to be adequately installed at all connections between roofs, walls, (REPO:TO SECT' N `F..O3.I .4 AN^ I (7;03.6.5 AN7 TABLE 1 G0:-.I .4) O 1 intended heights of finished floor above typical grade. chimneys, projections and penetrations as required by approved constrction practices. �I H Q • Existing foundation to be pinned and solid concrete filled with fasteners as shown FLOOR PLAN NOTES: TABLE I G09. I '-t Q in building sections. WINDBORNE D ERS PROTECTION FASTENING `CrlEf:l..i!-F FOR WOOL) S!;KUCTIl RAL PANELS.. .. ......... .... < 0 • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS i pZ • Footings shall bear on undisturbed soil within bearing capacity of I.5 tons/sq.ft. LLl FASTENER SPAC`NG (INCHES) I- • All interior walls to be covered with z"gyspusm board with metal corner reinforcing. All PANEL SPAN < ?_`-0"< FANI:. �'- "< LL z • Concrete shall be FC = 3,500 PSI @ 25 days drywall products, including gypsum board, screw,joint compound, tapes$ trim shall be U.S. ° fAN C (. < PANEL - Concrete on 4"sand or gravel fill minimum, with 6x6 - 10/10 welded wire mesh Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final FASTENER T'rINj 0" SPAN < 4' 0" SPAN < C'-0" SPAN < 6-0" •reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and barrier. Welded wire mesh is to be placed in the top third of the slab and is to be spackled, 3 coats, ready for paint. 2 1;2" WOOD SCREWS I G I G I 2 9 adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. • Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless rr� otherwise decided by homeowner. All interior trim $mouldings to be high gloss white. 2 I/2" #S WOOD SCREWS I G 1 E, 1 G12 C • Isolation joints are to be installed between the slab and the walls. Use preformed __._______.._.___._._.. ____.___..._...._.._.__.__.-_..._...___..._..._______.______.___ _.____.___._.__.________ ______.__._____._____._....`...__.____..__.___..__.....______.___ Z . • Insulation ratings and installation locations as indicated on floor plans*sections - - �/ Joint filler that is to be cut 1/2' below the slab surface and the resulting joint is to be filledp A. -IIil:.5 TAME 1S BASED ON A MAXIMUM WIND SPEE: (3 SECOND GUST)OF 130 MPI1 AND MEAN ROOF W with an elastomeric joint sealant. HEIGHT OF 33'-O''OR LESS W a • Interior doors to be solid core wood; style to be determined. ...„.. . I;. S FASTENERS SHALL 1:: INSTALLED Al Ot"' :',�N GG ENDS OF THE. STRUCTURAL?`RUCTUf AL PANEL. 'z • General contractor to install cop-r-tex (or copper) sheet metal termite sheilds ...................._..._...._.__.............._...._..-... • All bath * kitchen area walls and ceilings adjacent to wet areas to have water resistant C, WI-1 SCREWS ARE ATTACHEC.) TO MASONRY OR f N:E' NRY/STUCCO, THEY c.311AL. PF Z between all wood surfaces that are exposed to concrete or masonry surfaces. r� i-iQ ry drywall, and provide wonderboard for all areas set to recieve tile. ATTACHED LTIL?71NI3 VIP�R,,A 0`RESIfT.TANT AN CHf.DRS H A MINIMUM VV'THDRAV✓I. C.J N M w . • Dampproof exterior of foundation wall with a bituminous coating; Foundation AP,4C'.TY OF 4.c..-','..) LBS,. Z' a r excavation snot to be backfilled prior to the installation of the floor framing. ▪ Kitchen to have granite countertops with ceramic tile backsplash; all baths to haveW T o . white ceramic tile as selected by homeowner. CI) m PLUMBING $ MVAC NOTES: < Z N WINDOW AND DOOR SCHEDULE OO • All plumbing work shall be done by a duly licensed plumber and must conform and adhere a/ to all New York State building codes$ saftey requirements. ' _h4 5YMDOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE R.EQ'D DESIGN DESIGN PRESSURE QUANTITY SPECIAL NOTES SCJ • If wall plates or joists are cut during the installation of plumbing fixtures or equipment OPENING AREA WIND AREA ZONE PRESSURE RATING (f contractor must provide appropriate bracing to tie framing back together. W1 TW284 I 0 TILTWASH 5.4 9.7 10 5 25.9 -34.7 50' 6 PG UPGRADE REQUIRED • Baseboard heating is to be hot water and zoned. Plumbing contractor is to W2 a TIP✓2G4 1 O TILTWA5H 5.08 9.0 10 4 25.9 -28.1 30 4 0,,,.._, adequately size the system and place the baseboards in an unobstructive location in each room W3 TW2032 TILTWAS1 2.47 4.2 II 0 5 25.9 -34.7 50' 4 PG UPGRADE REQUIRED requ!red to recieve heat. Minimum of one thermostat for each zone will be required. - ' - 'W4 T1J2442 TIL71VA5rI 4.0 7.0 10 5 25.9 34.7 50' 6 PG UPGRADE REQUIRED a"� � • Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as W5 A251 AWNING 1 .2 3.7 10 4 25.9 -28.1 35 3 selected by homeowner. WG TW2 104 10 TILTWASH 5.81 E 10.5 20 5 24.7 -32.4 50' 5 PG UPGRADE REQUIRED • Mechanical subcontractor is responsible for adhering to all applicable codes and W7 OVL2030 OVAL 3.2 10 4 25.9 -28.1 70 2 U saftely requirements. 12'8 CX 1 5 CASEMENT 9.8 E 10.4 204 24,7 -26.9 40 I z • HVAC subcontractor to fully coordinate system data $requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, D I FWGGOG I 1 FRENCH WD. GLIDER 1 5.31 24.8G 50 4 23.2 -25,4 50 I Z owner and equipment supplier for final review d approval. 02 FWH29G 1 I FRENCH WD. HINGED 14.55 9.61 10 5 25.9 -34.7 40 I J ELECTRICAL NOTES: D3 30G8 W1 2- 14"SIDELIGHTS ,FRONT ENTRY I STYLE t MANUFACTURER T.B.D. D te v J2 z' L • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include ALL WINDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPECIFIED 0 installation of fixtures$specifications as indicated on plans. Light fixtures to be supplied by owner and installed by contractor. GPI outlets required at bathrooms and exterior areas. Install WINDOWS TO BE WHITE EXTERIOR, PINE INTERIOR, CLASSIC SERIES LOCKS 4-HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS ULo (76 all outlets as per code. All work is to be done in strict accordance with the New York State Code SIMULATED DIVIDED LIGHT GRILLES WHERE SHOWN 011 ELEVATIONS- PERMANENT EXT. REMOVABLE INT.: 7/8"WIDTH Z • by a licensed electrician. All new switches$outlets to be Levition, standard, supplied $installed _ L by contractor. Contractor to do all hook-ups as required for bathrooms. n >- Ill ,3, CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE 13 • MUST HAVE PG UPGRADE KIT, 0 z COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER P MEETS NY STATE EGRESS REQUIREMENTS W ° TABLE R 30 I.2 (2)NEW YORK STATE BUILDING CODE, ECP,HABITABLE SPACE, (aF NES `n -- CUSTOM GRILLES-SEE ELEVATIONS �P��NJAg4/ 1'Q9 0 WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL DE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS * - n� '$-\-1-' ›- WALL * U WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOP,SPANS UP TO G'-O"SHALL BE 2 1/2 - #8 WOOD SCREWS AT I G"0/C, FASTENERS ~ �••� _, CC Q o 2 0 'ISR..: hi CC SPANS UP TO 8`-0"SHALL BE 2 1/2"- #8 AT 12"O/C. TABLE 301. i -. .R to 2 ,.:.,j z �'� C? 093591 (c'ALL UNITS MUST MEET OP,EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED j°R PN' ©PESSt©\A PAGE: I.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRAI!SFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR 6 . 16 . 15 GLAZING MUST MEET ASTM E 1 99G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R I G09.I .4 FOR ALTERNATIVE OPENING PROTECTION. I O UNAUT/IOR/Z5D AL TFRATION OR ADDITION TO TI1/5 DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF55C. 7209 OF 7715 N.V.5. EDUCATION LAW