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Home My WebLink About34381-Z o gi1FF0(,�(oG Town of Southold 8/31/2015 �� P.O.Box 1179 2.T 53095 Main Rd 4'xj0 o� Southold,New York 11971 -40/ ,a#' CERTIFICATE OF OCCUPANCY No: 37753 Date: 8/31/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 250 Bayview Drive, East Marion SCTM#: 473889 Sec/Block/Lot: 37.-4-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/22/2008 pursuant to which Building Permit No. 34381 dated 1/12/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch, outdoor shower stall and garage converted to living space, in an existing one family dwelling as applied for per ZBA#7277, dated 6/16/2009. The certificate is issued to Berkery,John&Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0032 1/26/2012 ELECTRICAL CERTIFICATE NO. 4022597 10/6/2008 PLUMBERS CERTIFICATION DATED 7/13/2010 Walter Marczews 2-14.4.c Author' d Signat�� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34381 Z Date JANUARY 12, 2009 Permission is hereby granted to: JOHN P BERKERY 23 CEDAR PLACE GARDEN CITY,NY 11530 for : INTERIOR ALTERATIONS, INCLUDING MINOR WINDOW & GARAGE DOOR ALTERATION AS APPLIED FOR at premises located at 250 BAYVIEW DR EAST MARION County Tax Map No. 473889 Section 037 Block 0004 Lot No. 002 pursuant to application dated DECEMBER 22, 2008 and approved by the Building Inspector to expire on JULY 12, 2010 . Fee $ 368 . 80 6E,q /1-° d 7 c Cvh\.&aifrsicf Authorized Signature I P 69- 6, 510 ORIGINAL Rev./ 5/8/02 Form No.6 fA� n�Ul.I TOWN OF SOUTHOLD �� BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. 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. ( Z ,2 7.--/d• New Construction: Old or Pre-existing Building: 11 (check one) Location of Property: 02� ® y V 1 G� t1J_ House No. Street Hamlet Owner or Owners of Property: JO *HO lz-A T k6-12-C-t_ Suffolk County Tax Map No 1000, Section £4 73 Sal 037Block tab 6 '-' Lot OO 1— Subdivision Subdivision - - Filed Map. Lot: - 3 61Jo Li d LI, , Permit No. � `� Date of Permit. _ Applicant: � � Health Dept. Approval: Underwriters Approval: Planning Board Approval. / Request for: Temporary Certificate Final Certificate: a/ (check one) b 6 Fee Submitted: $ 4111b-� — 46. Applicant Signature 37. - tet - a ElP cPLIOrJP LID 5 ` ^ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 C� CERTIFIES THAT 5C( 5 5 Upon the application of upon premises owned by 5 5 5 S PLATINUM EAST ELECTRIC *BERKERY 1320 KENNEY'S RD 250 BAYVIEW DR SOUTHOLD, NY 11971, EAST MARION, NY 11939 Located at 250 BAYVIEW DR EAST MARION, NY 11939 Application Number: Certificate Number: 5 4022597 4022597 Section: Block: Lot: Building Permit: * BDC: 5 ns11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: C5 Basement,First Floor,Attached Garage,Outside, Lj 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of October, 2009. Name QM' Rate Rating Circuits Tane 5 Alarm and emergency equipment C, Sensor 2 0 0 Carbon Monoxide Sensor .6 0 0 Smoke Appliances and Accessories Air Conditioner 2 0 Above 15000 BTU 5 Dish Washer 1 0 1.2 KW Exhaust Fan 2 0 F.H.P Oven 1 0 40 Amps Service Service Disconnect 1 200 cb Servicel Phase3w Service Rating200Amperes Wiring And Devices Fixture 47 0 Incandescent Receptacle' 1 0 20a-laundry Appliance Receptacle 1 0 30a Dryer Receptacle 6 0 GFCI Receptacle 25 0 Gen,Purpose �5] Switch 26 0 Gen,Pte Continued on Next Page 1 of 2 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S C. OP LUMP�[.n[J[Pcl�[J�[.n[.n[J�rJ�C1�[1[.n[1��r�[J�[J�[1[PLOP tJ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 � 5 5 5 PLATINUM EAST ELECTRIC *BERKERY 1320 KENNEY'S RD 250 BAYVIEW DR SOUTHOLD, NY 11971, EAST MARION, NY 11939 C5 Located at 5 250 BAYVIEWDR EAST MARION, NY 11939 Application Number: Certificate Number: 4022597 4022597 5 c5 Section: Block: Lot: Building Permit: * BDC: ,nsll 5 Described as a Residential occupancy, wherein the premises electrical system consisting of Cj 5 electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor,Attached Garage,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of October, 2009. NameT1Y Rate Rating Circuits Tvpe 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S 5 5 5 5 55 seal 2 of 2 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. C. pp �ppppg Q��},- I .ealt0 0 P'l'' .1.61*,,\ 1VI 1 o ,t r '' Y z,t ,; -Y fI5 Town Hall, 53095 h4am Road ry,'''':it;','�,t6 lug-c 1� Fax (631) 765-9502 P.L. Box 1179 '.. �� Telephone(631)765-1802 Southold, New York 11971-0959 1VI +, BUILDING DEPARTMENT T,•,WN OF SOUT_ 01. a' CERTIFICATION Date:r9, / 1,j c2d /0 Building Permit No. ' `-i-D3 1_ Owner: _ KJ/A G ee i 6 ,L«aQ- I (Please print) Plumber: __�,f'J c-7�I h),4-,eGDz„ j)sw (Please print) ‘-z --)drag___;-- bii✓ o c_ c I certify-that the solder used in the water supply system dontains less than 2/10 of 1% p lead. 'f/Z ..., F (Plumbers Si Sworn to before me this__o "�_ day of kV,/ , 20 10 • _____ _.6-_____ __(-4-41___ _La.--AL'I/L-a- Notary Public, Slt(I"U I& County PENNY BEDELL Notary Public,State or `.i..., 'Fork No.01 BE6099:' ' Qualified in Suffolk CL. ;y Commission Expires Sept.2b, cati i MIN :44 ' CHITECT ...... �' MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue,NY 11935 631.734.4185 I www.mksarchitect.com May 02,2011 Southold Town Building Department P.O.Box 1179 Main Road Southold,New York 11971 Re: Additions and Alterations to: Berkery House 250 Bayview Avenue / East Marion,New York Permit#34381 To Whom This May Concern: I have been to the site during the construction phase and reviewed the foundation, framing, strapping and rough plumbing,plumbing pressure test and insulation installation. I hereby certify,to the best of my knowledge, the foundation, framing, plumbing and insulation work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very CY truly rktx-kfw`ti �y �% } s ♦/ 4, .. \\ Mark Schw.Vz - 05 AIA 11,��hO�;QF SOUjyolo`` 3 &3 ' Lz- ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: F.,,,z,x, 4,--„,, ,, --_ D�^ - . ® 1„,- a Att„,b1.e_ alg th-e.Zerl,-...J11-6- "tZ_ d"v --- pe-62-,g-eA4t— ' 'r/ - /- --- tDATE / �5-® ° 7' INSPECTOR . FIELD INSPECTION REPORT DATE COMMENTS W Id- de-e- . w FOUNDATION(1ST) � ca y . t FOUNDATION (2ND) t4 0 ------11&e G2-`4r6.- ----?—. 2_,' ' '''''''‘`. - P ROUGH FRAMING& / 'omg t )- PLUMBING PLUMBING D lb .---36/-9--e . INSULATION PER N.Y. ,01-- 2-i !/: illOpr STATE ENERGY CODE If / G �. r, r 0 I �i , it , , 11..., S i , I/Jf�l � (� ' ?Y.Kr. / ; FINAL ADDITIONAL COMMENTS C _ 4- , Z ,lro,oa Q 8 ° / !- -li -11/' 5 - , - ti. - . y i 0,'_ .A-04 �.7 f - ge a. �4, �/ %.FF. //irir± w l H 0 0 i l! 11 U 6 x 1 1 C7 d h �3b 0 y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 '"'%,,'",' ,�t ,hA "..,v"• 'ctt,"4 ,, f 4 ,, :..z:} S',. ! 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ._', v' 't'\ -, Survey SoutholdTown.NorthFork.net PERMIT NO. 3 V3gZ Check , Septic Form y$�� N� q y N.Y.S.D.E.C. Trustees °a,_':% `6 AF:;Ab 4y'"`,, • �,'•�4:4 4``'.iiFlood Permit Examined ///2- ,200 f Storm-Water Assessment Form Contact: Approved 1/1 2---,20 09 Mail to: Disapproved a/c i)c6-lq Pt/ Phone: Expiration 77/ 2.....,20 /0 43'-'0 (,t``' :ro ,1 ,, 1 ,,, m' , ;.3- Building Inspector i k) LawnpH I 'i APPLICATION FOR BUILDING PERMIT 1 DEC 2 2 2000 u - _--__--____ Date 12/Z , IV , 20 tLDG DEPTINSTRUCTIONS __ T INN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and siibntitted•'to•te'I3ifilding 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 adjoildig prlmises 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 preanises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authonzed has not commel ced within 12 months after the date of issuance o has.jotrbe.en completed within 18 months from such date. If.Ao zoning amendments or other regulations affecting the prbertelivegbenrtnacted in the interim,the Building Inspector may he fl' vrat` 6(the extension of the permit for an addition six months. Thereafter, a new permit shall be required. "- v 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 re lations, and to admit authorized inspectors on premises and in building for necessary inspections. ?ff (Signature app icant or name,if a corporation) Ps 7 X %.3.? Cv) mo 'g (Mailing address of applicant) State whether applicant is owner, lessee/.gent, architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises JØ 'iM 1' &A Pit ` 44 iliregfAr (As on the tax roll or latest de .,' ,.„' If applicant is a corporation, signature of duly authorized officer .:* • '<� `°t • ta. wo, ,t. —i ; : {tl" %, ,i; (Name and title of corporate officer) Builders License No. • Plumbers License No. ' Electricians License No. Other Trade's License No. 1. Location()Aland on whic proposed,work w' be done: Cl4 41Ei;✓ e4v�/' 1hve1uila House Number Str t Hamlet , ' County Tax MO No. 1000 Section 17/, 614 ,d� Lot OZ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended useand occu` ncy of proposed construction: a. Existing use and occupancy 5/�GC G A-4•A-4•••14' n f.f b. Intended use and occupancy J',1'g 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work A /Nro/ ' I fA J mioki p do odwynJ 4. Estimated Cost Fee (To be paid on filing this,application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. $ P ,4. f j7. Dimensions of exi i st ctures, if any: Front Rear Depth Height Number of Stories --- - ` Dimensions of same structure with alterations or additions: Front '- •• Rear ,• ' Depth Height Number of Stories . ,. . r, . , ' \ \ ; 8. Dimensionsof entifesnew construction: Front Rear : Depth i - Height Number of Stories -,,, - 9. Size of lot: Front �� h 1 v Kar Depth 10. Date of Purchase r is,. Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO 14. Names of Owner of premi s Aft C L e,4 t' Address Phone No. 234- 4/A s- Name of Architect �S Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLDJOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feetlof;a`tidal wetland? * YES X NO * IF YES, D.E.C. PERMI'TS3MAY EgREQUIRED. 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 y NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ,, ,f1.: ;,x. 4 ,' " rS t. SS: '',' " w';bS 1. „x,, ,1:.-1,4 ' % I ti`. It' ,:�a '_ M, COUNTY 016(.4 )41) ''r 1tjaCa( Si 4 w Aa T Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU6185050 (Contractor Agen. ' orporate Officer, etc.) Qualified in Suffolk Count( Commission Expires April 14, 0p- 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. r .xa. f,�'' %,--,,,S ka +/^ t tits Sworn to before met 's ' ",? , °g� :-.. ,4 y , �1 1'k g .n.41, day of 20 0 , 7- =} 0---t-hNol--P,...,,, C6Gl..1%C-4 't 1! li fia' -. Notary Public - d ` Sim ature of Applicant - fit"' r, ; •.f y + .Y +, yr�.hC A.' , arr fir i t {-,',. �``., � A *- gid" e 1,h� t hf1� ',fir Yl'S x* .4,,1 A�Y' �*" 'ri-2'�N�1'r i l :p .A-All,KVi;:r� -A,‘,,.„,,,, SSI �I lir Ili 7,^•n,,,,, 73a"1�iA` y,C'F,`, F`>•- itl� 6..:7 '°va':nZ, •ilI� 7gS3'1""Ci ;;1 ,, � -:-< 7;(1,7"miA��, c h N L /' tit,-t 1-� � 1 ' Y ( . 1 4 � r, �4774 ` \ ';:`,-,N.\ 1/Ii n, 14 � , �S,1 KC ,-- 1...r -,s:h....tl•I;y 7 S, ,, IX,}'Iy M_yA BOARD OF SOUTHOLD TOWN TRUSTEES 4, SOUTHOLD,NEW YORK . ..g: •- -71.7')1‘ 3.- ,, eoA PERMIT NO. 7070 DATE: APRIL 22,2009 Vey . ,,a 4 w,, mo , ISSUED TO: JOHN &KATHLEEN BERKERYr'`` Y l x --:( PROPERTY ADDRESS: 250 BAYVIEW DRIVE, EAST MARION - :1_ ---*'.;'lam k' SCTM# 37-4-2 „” AUTHORIZATION A;PI':(! ' 'cr,. (- Pursuant to theprovisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of ',-e'\I' ---)--:./ :: 1`7 ,� : P P � . = i ; ' Southold and in'accordance with the Resolution of the Board of Trustees adopted at-the meeting held on1 �=�' April 22,2009,and in consideration o application fee in the,sum of$250.00 paid by John&Kathleen Berkery " ;' 'm and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees , authorizes and permits the following: t__,,,,;;;;;' � '.:,4?-6::",:o: � Wetland Permit to remove the existing sunroom, create a porch area on the „,,,,,,-;1,_,\:::::_„; / ”' 1�5 s, 4 south side, add an entry roof on the east side and an outside shower on the west side, ,� r, :' interior alterations,new windows, •doors, siding and roofing,with.the condition of the r,e �< - i x-; installation of gutters,leaders and drywells to contain roof runoff and in accordance ) ,=',,-P\x with Chapter 236 of the Town Code-Storm Water Runnoff,the removal of the c(-(;, corru ated draina e i e that the bulkhead, and as depicted on the site1` g g PP goesthrough )-- fd- -:.; plan prepared by Mark K. Schwartz, AIA, last dated May 1,2009, and received on May 1,2009. U;; *.; - °,� IN WITNESS WHEREOF,the said'Board of Trustees hereby causes its Corporate Seal to be affixed, , i i and these presents to be subscribed by a majority of the said Board as of this date. `IV <' . 1:1., ee--, i/C)r) ' '''°,, - 41) 5 S/' AL i `` 4 IP c ' �r°y O� r+�+ Jill Doherty — Recused . 7 : ci, - - ,A, ivx r{� a�/ ),, 19 , '• / �- `rt_ `trr, ' // A , Vi i/ \ �{/'.,, , „.t i/ \ j � L 1 _�rt..P :..y.- .-- i i ��. �v ±Nyr • i L.n a �" '� i, u w Lr1rJ i l..�f... J.0 Y ,.rp �.' .,ud .i,ti+. t t31 L ----L nutty n,4i" "'i ` ' r *Qf S01/4/- John M. Bredemeyer III, President 0 O� y- Ol Town Hall Annex Michael J. Domino,Vice-President �.O 54375 Main Road P.O. Box 1179 James F. King, Trustee %% Southold, New York 11971-0959 Dave Bergen,Trustee O@ 1� O �� 1 Telephone (631) 765-1892 Charles J. Sanders,Trustee ;l�C®(�N(�(� �o° Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1159C Date: August 21, 2015 THIS CERTIFIES that the removal of existing sunroom, create a porch area on the south side, add an entry roof on the east side and an outside shower on the west side, interior alterations, new windows, doors, siding and roofing, with the condition of the installation of gutters, leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, the removal of the corrugated drainage pipe that goes through the bulkhead; and the alteration of the existing patios and steps At 250 Bayview Drive, East Marion Suffolk County Tax Map#37-4-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 17, 2009 pursuant to which Trustees Wetland Permit#7070 Dated April 22, 2009, was issued and Amended on June 24, 2009 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing sunroom, create a porch area on the south side, add an entry roof on the east side and an outside shower on the west side, interior alterations, new windows, doors., siding and roofing, with the condition of the installation of gutters, leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, the removal of the corrugated drainage pipe that goes through the bulkhead; and the alteration of the existing patios and steps. The certificate is issued to JOHN&KATHLEEN BERKERY owners of the aforesaid property. Authorized Signature 06/05/2009 10:24 631-444-0360 NYSDEC RI PERMITS PAGE 01/01 New York State Department of Environmental Conservation Division of Environmental Permits, Region One • SUNY Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (031)444-0305 • FAX: (631)444-0360 IIIIIIIIIIII Weboite:www.dec.atate.ny,us Alexander B.Grannis Commissioner LETTER OF NON JURISDICTION TIDAL WETLANDS ACT Johan and Kathleen Berkery April 28,2009 23 Cedar Place Garden City,NY 11530 Ite: Application#1-4738.03898/00001 Berkery Property, 250 Bayview Drive,East Marion ' SCTM#1000-37-4-2 Dear Applicants: Based on the information you have submitted, the Department of Environmental Conservation (DEC)has determined that the portion of the referenced property shown on the plans prepared by • William R.Simmons III, L.S.P.C., on 12/3/08 that is landward of the'functioning bulkheads with a combined length of greater than 100 feet and constructed prior to 8/20/77,as verified on the Aerial Image Resources aerial photograph(EXP.#75-2100)dated 3/24/76 is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required. Be advised,no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surfaceor vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. Please note that this letter does not relieve you of the responsibility of'obtaining any necessary permits or approvals from other agencies or local municipalities. Si erely, usan .Ackermann Deputy Permit Administrator cc: Mark K. Schwartz,AIA-Architect BMHP file FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: January 15, 2009 TO: Mark Schwartz for J&K Berkery P 0 Box 933 Cutchogue, NY 11935 Please take notice that your application dated January 9, 2009 For permit for additions and alterations to an existing dwelling at Location of property: 250 Bayview Dr., E. Marion County Tax Map No. 1000 - Section 37 Block 4 Lot 2 Is returned herewith and disapproved on the following grounds: The construction, on this non-conforming 8,676 sq. ft. lot in the R40 District, is not permitted pursuant to Article XXIII, Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10. The required side yard setbacks are 10'& 25' combined. The survey indicates a minimum setback of 3.75' & 8.75' combined. The required rear yard seback is 35'. The survey notes a rear yard setback of approximately 23.3 feet. Also, the "as built" construction is not permitted pursuant to Article XXII, Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... exists & which are adjacent to tidal water bodies other than sounds shall be set back not less than 75' from the bulkhead." The proposed rear porch structure is setback approx. 23' from the bulkhead. In addition, the required lot coverage is 20%. Upon completion the proposed lot coverage is 26.07%. e( "i---i...7,, eJa-- Authorized Signature 1 .7 0,,,, , Office Location: ,0#' cF S007,5,-•0 �o A 0 Mailing Address: �� ,t0 !O Town Annex/First Floor,Capital One Bank jai . 4% _ 53095 Main Road 54375 Main Road(at Youngs Avenue) cp P.O. Box 1179 Southold,NY 11971 ``�l OQ�►�, Southold,NY 11971-0959 E C E il. V7' iL,' Hs, , I http://southoldtown.northfork.net JUN 2 4 2009 BOARD OF APPEALS _ r TOWN OF SOUTHOLD , • BLDG.DEPT. Tel; (631) 765-1809 Fax(631)765-9064 TOWN OF SOUTHOLD FINDINGS,_ DELIBERATIONS,AND DETERMINATION MEETING OF JUNE 16, 2009 ' ZBA FILE#6277-JOHN and KATHLEEN BERKERY,Applicants PROPERTY LOCATION: 250 Bayview Drive, East Marion ,CTM 1000-37-4-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA._ ') SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. )LWRP: The relief requested under this application is found to be consistent under the policies and ' standards of Town Code Chapter 268 Local Waterfront Revitalization Program (LWRP) because the proposed, construction will not result in an increase in the existing footprint or increase in the ground area coverage of the single-family dwelling, verified in a letter to the Board of Appeals dated May 12, 2009 , . prepared by Mark-,Terry and Scott A. Hilary, LWRP Coordinators. It is also noted that the variance relief requested does not involve features that relate to a regulated'natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: The subject property is an 8,676 square foot parcel measuring 43.09 feet along Bayview'.'Drive to the north, 203.06 feet along the eastern boundary, 77.48 feet on Spring Pond to the south, and 175.00 feet along the western boundary. The lot is improved with a single family house as shown by a sun,,ley prepared by William R. Simmons, 3rd L.S.,dated December 3, 2008. BASIS OF APPLICATION: Requests for Variances under Section 280;116 and 280-124, based on the Building Inspector'$January 15, 2009 Notice of Disapproval concerning an application for a building permit to construct additions and alterations to the existing dwelling. The reasons stated for disapproving the application are: (1) a single side yard setback will be less than 10 feet, (2) the combined side yard setbacks will be less than 25 feet, `i • Page 2—June 16,2009 ZBA#6277-JOHN and KATHLEEN BERKERY CTM 37-4-2 (3) the rear yard setback will be less than 35 feet from the property line, �1'� , � ( (4) the setback to the bulkhead will be less than the code required minimum of-75-feet;and- —r;� ` �:, (5) the percentage of lot coverage on this buildable lot area of 8,676.41 square feet will exceed'the; code limitation of 20%. . C.O'�� MA ► FINDINGS OF FACT --iq+,; The Zoning Board of Appeals held 'a public hearing on this application on May 28,-2009, at which times written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant requests variances to allow a rear porch setback 23.3 feet from the'bulkhead, setbacks from a single side yard at 3.75 feet, and at 8.75 feet combined side yards, and proposed maximum lot coverage of 26.07 percent (based on a lot area of 8,676.41 square feet). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law Section 267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The net result of replacing an existing sun room with a new porch shower will not reduce the setback on that side of the house. 2. Town Law Section 267-b(3)(b)(2). The benefit of the proposed alterations cannot be achieved by some method, feasible`'for the applicant to pursue, other than an area variance. The existing house is nonconforming and any alterations will require a variance. 3.. Town Law Section 267-b(3)(b)(3). The proposed variance is not substantial. There will be a net reduction in lot coverage. Existing setbacks will be maintained except for a one-foot decrease on one side due the construction of a new roof. 4. Town Law Section 267-b(3)(b)(5). The difficulty_has not beenself created. The existing house is nonconforming, ad minor alterations require a variance. " 5. Town Law'267=b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will hdVe an adverse impact on the physical or environmental conditions in the neighborhood. _ S 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the requested construction, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. • 1. Page 3—June 16,2609 ZBA#6277-JOHN and KATHLEEN BERKERY CTM 37-4-2 • RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, a motion was offered by Member Simon, seconded-by Member, Weisman, and duly carried, to GRANT the variance as applied for, as shown on the site and elevation diagram prepared January 9, 2008 by Mark K. Schwartz,A.I.A. and subject to the condition that: Drywells be installed (as per code)to contain storm-water runoff from the new roof. Any deviation fronithe variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey:site maps, are not authorized under this application when involving nonconformities under the zoning code. Thisaction does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer airman), Si ► , We' man, an. Schn-ider. (Member , Oliva was absent.) This Resolution was duly ..opted (4-0). i • • sr - -•4 P. Goehringer, Chairman •proved for Filing . 6/ZZ--/200• • • • • • • • • , 11, pF SOUjyo SII .1 °.v 4 Town Hall Annex ! * *%' Telephone(631)765-1802 54375 Main Road ; cn � Fax(631)765-9502 P.O.Box 1179 ; G Q % Southold,NY 11971-0959 N�o 11 . 111 t l C-ok, r BUILDING DEPARTMENT 6 0-C -(- TOWN OF SOUTHOLD December 4, 2009 John Berkery X MOIL-0 7 23 Cedar Place / Garden City, NY 11530 6 •. C__ __ty.._, RE: 250 Bayview Drive, ast Marion E 4P(j°,/1(24NOTE: Before the Certificate of Occupancy can be processed your architecor engineer must certify that all aspects of construction have met the New York y State Building Code. (Strapping, framing, plumbing pressure, insulation). TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: NApplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. `� 6'�e/ A fee of$25.00. 31.7i � '51(\- Q--OPA-ki • V, Final Health Department approval. b Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. ?_, )1 1) 0-3 (P -''' Final inspection from the Building Department. �D 6 Final Landmark Preservation approval. Building Permit: 34186-Z additions and decks le 0 /� " ��,4 c SO(J7�;ole_ Town Hall Annex t' . Telephone(631)765-1802 54375 Main Road ; iNg * Z Fax(631)765-9502 P.O.Box 1179 ; O,', $ _ Southold,NY 11971-0959 ly � =- • COU , �� 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 17, 2011 ,` Mr. & Mrs. John Berkery 23 Cedar Place Garden City, NY 11530 Re: 250 Bayview Dr., East Marion TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: eiskii Note- Before Certificate of Occupancy can be issued, an Architect or Engineer must certify all spects of construction have met the NY State Building Code. (for Strapping, Framing, Plumbing Pressure and Insulation). 0 c6'' O�- )< Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ,. -Ill \5 ,) Afee of$08410. 450.00 ''1 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT : 34186 —Additions and Decks , ,,, , 1 m ,y-0 i 5 -to----;37— / -2 7 !-V; ' 4 OF SOT .fi14-!s 4 ?. �4- ',. E TY RECO Cuw a,,r i OWNER STREET 5 VILLAGE f h DISTRICT SUB. LOT p ^� kne4, s4tikietn,M„ the-rfacy , al ywew De tiky1)$\ $ rVari/A , V . IV44,;,tia'• '' A' FORMEKOWNERB,Kte;nnlanfta -Kicsl S E ACREAGE i ) 6 / c ',.ut orc ntea `��Dy /ti S W TYPE OF BUILDING ��.x.l-r/v/, a'// RES...a/b W SEAS. VL. FARM COMM. ND. CE . MISC. LAND IMP. TOTAL DATE REMARKS \kJ�1� _ p‘„df ,LA It I A, 6via ")Li- ,.,,, Aft t--6 ?. .- - t , '7 7 E i.t 16)- -01, i 06 rgsad 6TDD s-9_ 7 6 61e1 ,, ,: • f-,. /a. .5 0 ,. ' 6(-o o 2 00 0 ////7/41_ ,:tai_tfa71 , 7)-4 , 6q 1 2,e) 6\Z--,6 /7. e)---t.) J-9 et-t) 7 7/oma 0. .3,17� .A1 p,/,4--7,.. t��. 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FROM A FROM B /�// SCHDS REV 06/05/2009 -,.•-". \ / �j S.T. 1 1000 GAL.SEPTIC TANK 18.0' 23.0' _ / L.P.1 1 8'DIA X 6'DEEP LEACHING POOL 29.7' 36.1' \ 6:6A L.P.2 1 8'DIA.X 6'DEEP LEACHING POOL 45 4' 46.6' imm / �� N. /G,9 E.P. 1 EXPANSION POOL `` , ib EXISTING WATER LINE ��lf NOTE: `_i�'�_� / \ TO BE REMOVED AND I •'o TQ A AS PER SUFFOLK COUNTY HEALTH DEPARTMENT SERVICES: �� r� pEVELOPED PROPERTY Iso PDmi REPLACED AS INDICATED � � PueucaerEa \ i '9O /� WATERLINES MUST BE INSPECTED BY THE SCDHSIIII •'• • of sFlmc ON SITE PIAN AND PER () //�� / \ \ HEALTH DEPARTMENT /�` J /. CALL(631)852-5700 48 HOURS IN ADVANCE TO SCHEDULE c INSPECTION(S). / N,� \ 61111°. '•, �Of RADIUS �i WATER LINE TO BE INSIDE LARGER L,P, R' �A .- ..MEW DATA DIAMETER PIPE WITHIN 10 FEET OF Q . N a e / Q• NM1L QTY, DEX0.mI.. DISTANCE DISTANCE \ SEPTIC SYSTEM AS PER SCHDS 1 ''0 „,... •}� ST I 1000 GAL SEPTIC TANK WO x3D NEW WATER LINE TO BE RUN:1"DIA 'y o 1.4 -0 -v LPI I e DIA X6DEEP IPACgNclmt :Pt:. :I' / 1 ,\ / \ INSERT INTO 2"DIA.CPVC,t00psl 0/ I LPx 1 8'DIA%6 DEFPLPCXMGPODL 45w' 466' V C.1 0.3 ...... 3 ., le /R�Lq eD I PANfION VOOL CONTINUOUS PIPE WITH NO • I y '� a 'G NmE BREAK-OFF CONNECTIONS! I 44 +- \�O O Al PF0.sUffOW.COUNR HEALTH DRA0.TMlNT{E0.VICP3 I— vv 'c U q WATF0.UNFD)MVR BE MSPERFD[P/TXPSCDMDIII �I�9 �a EIOJ- /�� INflf'RIIONEfSSS00�XOURfMADVANCETO KHFOUIE , 1.E.A F i 0 •� . 1 - Y• ( Ism IN G PEVEL'OPED PROPERTY 14 - �� I I WATER UNETOWITHIN 1INSIDE EET FR• ' 00WATFR I /- 4 DIAMETER DIDFW(MMIOLEFTOi 0 i O�I \ (/'r•-•w fEPE1CSYfiFM Af PE0.SCHDf NFWWATF0.UNE TOBE0.UN t'DIAF { WSW IMOD DIA(PVC 10 00 i CONTINUOUS PIPE WITH NO I ISI„I BRP KOifCONNFR10N51 � �, \ I ' EXISTING SEPTIC SYSTE 1 , II1Er�� I ` T.I ta' p�! TO BE REMOVED AND �� C> S' ..411 . C/� FILLED IN WITH CLEAN SA D D V /, z I pEVELOPED PROPERN EIBmNcmn�R'', I \ I Cl• I 4 1 /` O R1BucwATEA TOBEUMweDAxID aLE FILaDIN WTM CIEW _ �IP I /,- I,� 1• g 16 Y/ 5.0/L 10'MIN. I.� \ \� v ---\-- •\�-V‘ cs� PA1.293 B�. \,� 0 29.3' LJ W vC1AA I N 14' 0.00PMFA 1.00.)40¢9N \B AG�``��" AT 10096 WATFA RUN FG NR \ ��F\p IpgLj��y) MUST • RONDEa,iD.X10'DEEPDATWFIu \� / 14' ROOF AREA:2400.75Q.FT. YYYb AX�-I 97 . AT 100%WATER RUNOFF:400.9 CU.FT. Bee Inspected By The \ MMUS \ Ilk 1SO 0F SEPTIC/ V] ' Suff®Ik County Dept. Of Health Services. II�12 \ / PROVIDE(1)8'DIA.X 10'DEEP DRYWELLS Call 8\52-5700, 48 Hours In Advance, II • FAME '1 12' et �e p, DRYWELLS CAPACITY:422.5 CU.FT. ,c 447 To\SeY Oedul�. Inspection(s). •n - DWELLING °- RE r� e�O �° 10' :-1r— �'I 10' •\ j7EVE pOPcED PROPERTY (� / \ m ` il <---1-/e1;5100 / PROPOSED ,\ 8' Miry ill I�-100 _o �` 4:5, PARTIAL SITE PLA � � �a Ns:PDms 4 \\ 1, 1 ��I / SCALE. 1" = 20'-0' 4, �� A \oFslPnc \\\ _ EwRl4....• / / f*�� \.T\\%. SUP.ROOMNG°FWMREOP- '•-X 6' ,��' ,,\ �'� �� SCTM # 1000-37-4-2',,, it.-2,,,, REMOVEEXISTING \_-.__• �// \ DRAINAGE PIPE TO ` E-f:IHt YBARtw/SIR FENCE / �-� 9�L,y SPRING POND \;/. '1.V, .4°•,Ir•.'P:AN O FEINRA1ENST:14 "T. V+��, �+ '6- 1,�, R Com-- '>.. ~)/ O '�G 3�' :: :;. � r COUNTY DEPARTMENT OF HEALTH SERVIciS H ,gyp 4:o ,:. .`'' �/� �� , �, HERMIT FOR APPROVAL®F CONSTRUCTION�OR� o w N CA Abandonment®f existing sal��talfsysterr�m , .f /{ SINGLE FAMILY RESIDENCE®�lLlf ��, comfmnance Frith department requirement d b.-;•a "7 - .; D3ECEOVED HIGH WATER AS completed ta°3rn VY�V dV!m `�.�9�fro®f ,°�S:* r.• ff� ®�i��, ® Y PER FILED MAP *------ _ VA �9.S° REF. NO. —0 -06 2 Z O9 Ilk �F APPROVED L3 ` �n v.CA, DRAWN: Mx�Ms �Y„a ° „w.:,::: p� SCALE:(SEE PLAN) s�� X• _' +AA�fG;� ;3' OR ►9YA�BM�.IM®�' - -- JOB 4, • SITE PLAN }ga ®g® ��®�� June04,2009 BLDG•DEPT. GQL6�1RES 1 HREE YEARS (f'R®Ep8 ®BSE�+ ®��tl PRO AL SHEET NUMBER. TOWN OF SOUTHOLD SCALE: 1” = 40'-0' S-1 i REVISIONS: 4 I SCHDS SET 05/01/2009 W • . . ' L. 'I - i 4,7, PROPOSED SEPTIC SYSTEM DETAIL '` N'T 'S' OL DARK BROWN LOAM •,. FINISHED GRADE 13 5' 1' ` o ......-5,--i ' - - _ j Ii 1'-0'MIN SM BROWN SILTY SAND HOUSE'• 104-1/4"•1b'PITCH -�' 4'DIA.APPROVED PIPE EL Il4 - SAND COLLAR +11 3�< I EL II I' 0"J 8d•1B'1'•0'PRCH Q4'DIA APPROVED PIPE 7,11, LEAN ti L) i wN,- a m^ .♦ 8'SEPTIC TANK 000�® 6'-0'MIN ,3 a` w>' w (1.000 GAL) _ D00D U ? 0 t. e F, yr•p EL 5 0' r&0JE' ";,tk J 6'DEEP X B'LEACHING POOLS _.Ss+ 4'6ti• (2 TOTAL) p y ..... .,,,,,,_,,,c3--.,........,-,>,,,,,„;.),.. u-a'" a''_ 3,0'MIN TO �,�(�ve- � r fa"rte SP BROWN FINE TO a GROUND WATER d'' •1 ? ".?'� MEDIUM SAN /rIe'e `i �l ,gs MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM �NOWATER DETECTED FROM /I, r2 's . `u °�'EST HOLE IT DOWN FROM ,t BUILDING WELLS 0) • NOTES: ELEVATION ls' F/), - ,� �//-`- �'�� ` 1 DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S)INVOLVED OR REALTY SUBDIVISIONS let' 1, ''..;RPV **P Cpl REQUIREMENTS REFER TO'STANDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS'. - I }g 4a �{!r r� ®4 FROM THE PROPERTY WATER LEACHING STORM SURFACE SWIMING + y-,ti+a .:._ i 6A I,, CELLAR SLAB PUBLIC PRIVATE NEAREST PART OF LINES LINES(3) POOLS DRAINS WATER(2) POOL 2 DISTANCES BETWEEN LEACHING POOLS AND WETLANDS ARE SUBJECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT OF- .1 , , Fr, .;T'-r, • Z ENVIROMENTAL CONSERVA//^ON PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL g, /L ,s.','-r�; r' Llt O F SEPTIC TANKS 10' -5' 5' 10 8' 20 175' 75' 75' 2d 3 IF PROVEN TO BE ABSOLUTLY NECESSARY.WATER LINES MAY BE APPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM. S5 "�" � ^' •na""'"��a� •: A PROVIDED THE WATER UNE IS PROTECTED EROM CONTAMINATION OR DISTURBANCE(eg INSTALLATION OF UNE(NSIDE A ':1`,.,V/--. C_' LARGER DIAMETER LINE FOR PROTECTION) y, LEACHING POOLS To. 10' 5' 10' 8' 2d 200 100'/154 100 20 '` { o <? +�4'}' r W � ',c- "'.:�`B•4., 17' NO WATER ENCOUNTERED 4 a . 4 INCREASED DISTANCE MAY BEREQUIRED BASED UPON SITE CONDITIONS r�'^�?a.� e.' ;y-q...";'. �y"S' g( p LEACHING POOL •1tr a ,.'`:-' rrl Z ADDITION 10' 10' 5' 10 B' 20' 200' NO CLOSER THAN EXISTING 20' „_--_• , F+'I POOL OR 100 - EF'•1 NOTES SEPTIC TANK LEACHING POOLS TEST HOLE DATA SEWER LINE REQUIREMENTS A 1).MINIMUM SEPTIC TANKCAPACRIES 15 1000 GALLONS NOTA DATA SUPPLIED BY:McDONALD GEOSCIENCE t)MINIMUM LEACHING SYSTEM IS 2 POOLS.6'DEEP.B'DIA. NOTES W I)ALL SEWER LINES SHAU BE A MINIMUM OF FOUR INCHES IN DIAMETER. 2)CONCRETE SHAT-HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2)LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE BOX 1000,SOUTHOLD, NY 11791 (631)765-3677 A 2B DAYS (OR EQUAL) 2)THERE SHALL BE A LENGTH OF CAST-IRON SEWER UNE EXTENDING THROUGH THE 0 L) FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL PLI 3)WALL THICKNESS SHALL BE A MINIMUM OF 3'.A TOP THICKNESS OF 6'AND A 3)ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). BOTTOM THICKNESS OF 4'.ALL WADS.BOTTOM AND TOP SHALL CONTAIN 3)THE SEWER UNE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND �0 G4 / REINFORCING TO RESIST AN APPUED FORCE OF 300 psi'. 4)A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE TO THE LEACHING POOL(S)SHALL MEET OR EXCEED COMMERCIAL STANDARDS W MAINTAINED CLASS 2400 SEWER PIP,.OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A 4)ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT MINIMUM SDR 35 RATING p"I 5)AN 8'MIN DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL 5)THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED 4)SUP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON MAX TOLERANCE OF+/-1/4')ON A MINIMUM 3'THICK BED OF COMPACTED JOINT SAND OR PEA GRAVEL ' DISTRIBUTION BOXES 5)PITCOFLINE INCH NHIPG TOFOOT THEALLN-OUT OR HAVE AE MINIMUM VERY 6)A 10'MIN DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED THEN OF SEWERONE-QUARTER FROM MPER FOOT AND SEPTIC CLC TANK S AL MANHOLE EVERY FIFTY(55)FEET NOTES I)THE BASE AND WALLS OF THE DISTRIBUTION BOX SHALL BE MONOLITHICALLY 6)THE SEWER UNE FROM THE SEPTIC TANK TO THE LEACHING POOLS)SHALL HAVE A SCTM # 1000-3 7-4-2 FINAL GRADING AND BACKFILLING AND CONSTRUCTED NSTALLED IOF N ACCORDANCEREI WITH MANUFACRETE.TURER'S INSTRUCTIONS IERGLASS,OR N IC MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT NOTES ADDITION TO THESE REQUIREMENTS 7)SEWER LINE TRENCH(ES)SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY 1)FINAL INSPECTION TAMPERED BY HAND ABOUT THE PIPE THE PIPE(5)SHALL BE SECURELY CEMENTED AT En AT THE TIME OF COMPLETION,THE SYSTEM SHALL BE LEFT VISIBLE FOR INSPECTION 2)ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S) PRIOR TO INSPECTION.THE BOTTOM OF THE PIPE TRENCH SHALL BE BACKFILLED INSURE THE EVEN DISTRIBUTION FLOW GRy: WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE A FIRM BEDDING THE B)THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK.IF BENDS ARE O PROPERTY UNES SHALL BE"STAKED'IN ORDER TO ASCERTAIN THAT THE SYSTEM 3)TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE.THEN.FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE IS LOCATED ON THE PROPERTY IN ACCORDANCE WITH THESE STANDARDS INSTALLED.DISTRIBUTION BOXES MUST BE SET ON A BED OF SAND OR PEA FOUNDATION.THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE x ^ 0 GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION,JP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL 2)BACKFILL AND GRADING - BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE(45)DEGREES AS MEASURED THE COMPLETED SYSTEM SHALL BE BACKFILLED AND COVERED WITH SUITABLE SOIL 4)THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BEAT LEAST TWO INCHES ALONG THE AXIS OF THE STARTING PIPE FOR BENDS FURTHER THAN TEN FEET FROM FOLLOWING APPROVAL TO DO SO BY THE DEPARTMENT OF HEALTH THE PROPERTY A BAFFLE IS REQUIRED AT THE INLET SIDE OF THE BOX WHEN THE PITCH OF THE THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL ¢f"' SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM.A PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT BE INSTALLED ,,1 MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED FOR A MINIMUM OF TWENTY I CQ (20)FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOL(S) 5)THE DISTRIBUTION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET 9)ALL SEWER LINES SHALL BE STRAIGHT WHEN SECTIONS OF PIPES ARE USED.THEY �I N W BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME OR EDGE OF THE SLOPE.STEEP GRADES FURTHER THAN TWENTY(20)FEET FROM THE 6)DISTRIBUTION BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM MATERIAL THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT M LEACHING POOL(S)SHALL BE STABIUZED PURSUANT TO CODES FINISHED GRADE ARE NOT PERMITTED DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED w IF ABSOLUTELY NECESSARY 3)RETAINING WALLS- 7)THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR(24)INCH IN CASES WHERE A MAXIMUM FIVE PERCENT SLOPE CANNOT BE MAINTAINED.THE DIAMETER.LOCKING.WATERTIGHT AND INSECT-PROOF CAST-IRON COVER 10)WHEN USING MORE"'HAN ONE TYPICAL LEACHING POOL ALL SEWER UNES FROM UTILIZATION OF RETAINING.OR OTHER MEANS.MAYBE APPROVED IN SUCH CASES. TO GRADE THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX AT THE SAME ELEVATION ETAINING WALLS.OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT DRAWN MH/MS SCALE NTS JOB# Ai'I May 01,2009 SHEET NUMBER S-2 4 ' 1 E-_ ,r REVISIONS: ' SCHDS SET 05/01/2009 SEPTIC DESIGN DATA. eS) DISTANCE DISTANCE TRUSTEES O5/ot/2o09 J NAME. QTY: DESCRIPTION FROM A FROM B I/L �I/ SCHDS REV.06/05/2009 t, ; S.T. l 1000 GAL.SEPTIC TANK 15.0' 28.0' / , v/ L.P.1 1 8'DIA.X 6'DEEP LEACHING POOL 30.0' 36.6' V C. LP 2 1 8'DIA.X 6'DEEP LEACHING POOL 45 0' 43.0' / \� \ 'G,9T E.P. 1 EXPANSION POOL 4\717,'/ZL/ �,Q ONOTE: / \ DEVELOPED PROPERTY sowD\ 4O 0,9 4)/1 i AS PER SUFFOLK COUNTY HEALTH DEPARTMENT SERVICES: ...* ... DUBUC IMAM 50 DADC WATERLINES)MUST BE INSPECTED BY THE SCDHSI!!1 �%�\�� / \„ \ 0* - .1 /% CALL(631)852-5700 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION(S). 0 **I oN /D RADIUS \ OF SEPDC /r. , Y/ SEOUC DESIW OArk LP. V q Rb2 n. / �.sA DISCRIPTION DISTANCE FROMA ROM Rf \ ) LP \4%, 2-' �1rI'�F'7 ��1'j(/�] �(2� 02 L,,, ^' tl ,I O'I� .NAME.arr,LT I Iaaocu sfnlciANz 15 v 2 I- Ly v l.� >,5• w In I 4/ LPI 1 BDu.z6Dm,ucHwcPOOL MO sa6 yw 0: m\rA .62 LP2 1 BD..X 6'DEED IfACM,NLI00LASDA3POO/ ,y/ �L.9`(yY_ FD INS E%DANf10N POOL \ E•1-•/ . /f •I' 'L- `4A\ O/Q'� A,PEri,- cauNrrxwLnIDEPARiMENFFEmcEx ` / // I FEB — 3 2012�. wATEf MUfT9E PBVTHEfNHDlOI n ( m 5100.9 HOURS w ADVANCE iO SCHWAS ' �, /O \11 �_ ��. DRIVEWAY ° p� 14' a I 1TFVFIDnPFfl PROPERTY F L2 BLDG DEPT. 11116. ^o,F1// I TOWN OF SOUTHOLD 0 ® \ II \ rn �I 41111 ii \ I14' i z DEVELOPUBPEDAPROPERTY10" I _1 L I O TE HOLE U,6 5.00' �Lr d` o n \� / 29.3' R=i 121 .\ ISO RADIU6 yI� 'F•'-p Ipy� �'i'•r.lui� ‘14En IT \ -'i!l 110 \ \� OFEEDOC, \ y, f� F ' SSW 'JjV.,;g,•�>� A C% II .. FRAME -7' -/ �7 1 ,!'.jJw*.'"',+, 6, ` +:YWei Cn \ 10, o,A DWELLING W ill 10' ,\•\ DEVELOPED PROPERTY \(� / 1G N.,...,..._ \ \ /,' 1'F i� �! Y•'�k' •<,,,,,_ a 3 IIII C PROPOSED \= ENTRY 11 2 PARTIAL SITE PLAN •, lL . r Illf ii: NII, l'i"''s''''''' Vs \ i 6' 11 I-11 - MM..' fill yPI SCALE: 1" 20'_0' _ ., .-t .--..,. .�\OP SEPTIC O,ISrILSUNR• :I :_ r, T.• -.\ ,llNROOMwL Dfrni,:•" •iiI H 6• �� wR RI o� , i. \•0, ii SCTM # 1000-37-4-2 R 1 o -05 _0032_ 0 REMOVE EXISTING / ,:;. \�_. - __4,7 \ DRAINAGE PIPE TO -Q=-,` _ �IE,P4PEE rHCE / 0 w L� :u„- �Tr�(�'!'. .. 0L INSTALLED AS SHOJM Ci)SPRING POND - VA "' r o R O 1 \ _ �o!:`S' _ A i / CO •h �a3 F',crL�std ViC�S Z o ` G3 Zvi S-l7,' a"' L,:;' �?r-7°'��'V ta• 1�1 `''4 t-44\, `;416 .1'?k < �® ��f' {J`' '��Cyr , 1 �`,} SaC.�r<i� .jiS>1 O Q) S tiC N CO I A. ;P Qf 1 /0 Nw ® itl _� -ilii"" e EI t vtr(EBn F+i O�Q L p E®�i r -� • r,• 1t:i I= 1 `s_`' ' . I�N�J d ' :: ,R $C•s � �;, i�iL,,: iaund to I s' 6aJ(A c, f�S �:aC $1 2_t . ra. , a1; 7iLI c'``�f:' E HIGH WATER AS pU X r, "' �(S�Cf C ;t;�Z�gl;y tlpiip5y`ip�;nC ,;�: ,; �,�.i. 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MULL5 PET,UNITS 0 © ANPE1 SEN 45-41042-20 NEN DAY WINPOW TO SEP-ACE(3) EXIST,WINSOWS o ViH N H 0 ANY�ESEIJ r'N21032 3'-0 I/8" x,-47/8" � cf.)ANSESEN 113046 3'-21/8" x 4'-87/8" U Q ANr ESEN 1N20210 2' 2 /8" x 3' O 718" mom-+01 er) :_ ® ANPEP'TEN 11N5046 3'-21/8" x•1'-87/8" m V -- X ;5•4OU ANr�EpSEN T100483'-21/8" x�t'-8718" ,,.� O V W W a) ® ANSESEN (2) 1W5046 6'-71/4" x 4'-8 7/8" w/4x4 DUST DET,UNITS U) 50 ,-. © ANgUN (2) 11N20210 4'-5 5/4" x 3'-(:)-7/8" LOCATEW ADV.w/2" VEI'T,mus gr,UNITS O ` g rooms < 0 ,... 1.4 ANSOT SN FWG6068F � U t ANf1ESEN FWG6068P o A 3068 0. _ r~ �, 155 3068 ENTFY 5005 3' 2" x 8.-10.1 VEPIFY WITH OWNE5 ® AN�SEE'.SEN FWH90685A9T A N/A CUSTOM i WINDOW & EXTERIOR DOOR SCHEDULE . ,A...7,,y w=ii-0" 0 Q 4 v) 0 fll Q If z 12 Zxb@��oZ, i NEW ASPHALT SH,NGLES 0 ki; 0\��aU �/Ny NEW FASCIA SOFFIT W .. ----- -------- 2,1@16" O,C NM ;, rr rr rrr err f'rYY�'v��'-«-'�, rrr r rrr . .rr rrr r r r rrrr fr rrr � H O .,�1 '�_ k' _ x Y MUM. - y +" c 5TM,FIST FL,FIN,CLG. 1 CONT 501711 VENT.(111',) 00.f ...a:. a I I :I 00 NEW 501N6&TPIM DOASS III =1 • T 0,FIT FLCO5 1IN,FL, I. , 6 ' Y �k '�'v6 4511NG 2x10 KJ, c?16"0,C,'♦ 44 4 _ ° ,. y M - �� .rM. 55MT�riN.0_6, IF j i 1 I] -_ NEW GYP, SOAPP FIN C1-6. ' t --- -_ NEP NEW'2x4 STUb WALL —IN 5/8" 6149,DOATS 0 1 1 =j------: L---== i • 1 I 1 li r.0.CONC SLAP • z � Io w g Alb, MUDROOV INTERIOR ELEVATION 3 SECTION inc) W W4 =irk A-7 1/4"=1'-O" RP " ;?' DRAWN: .r'.:""$`ear-�,. _ -a�a;�s"'=,,. J G ;� , i::��A{ SCALE: AS NOTED i " '" - r JOB#: " DECEMBER 23,2008 11 :„t,, 1'/ ; ,,,. n,' SHEET NUMBER: C;.\Documents and Set.:ings\,User\My Documents\AUTOCAD\MKS\BERKERY\BERKERY-NEW.dwg,A-7, 9/10/2009 9:36:12 AM,1:1 — _ _ — GENERAL. NOTES WIND FRAMING NOTES NAILING SCHEDULE c- PLAN CONTENTS: . 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL _ ®® JOINT DESCRIPTION NOTES BUILDING USE 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) 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 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 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 DESIGN CRITERIA 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 2006 58C HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL 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 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 40 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) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 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 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 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 NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, QTY. SPACING 3 inch square washes shall be used with the anchor bolts. Anchor boltEXPOSURE CATAGORY (DESIGNED FOR CAT. C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL 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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 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. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and Sym.: 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 FIRE PROTECTION 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 HEADER ALONG EDGES NAIL (SMOKE 8 CO2 DETECTORS) S SEE FLOOR PLANS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Typerequirements of table 3.15a-b times theaPP p II exterior shearwalls shall meet the ro riate PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING _ 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 -8d COMMON - concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OIR 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 shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 -8d COMMON END NAILNAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. 3.5SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 -8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING T0: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95/o relative density with g 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES 'ES„ DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -$d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON 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, 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTESlong 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 1/2" dia x 7" anchor bolt with washers and nuts. ROOF SHEATHING. 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 2006 SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For belowgrade. Porches with covered roofs shall have 12"dia. concretepiers for thegirders. 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. STRUCTURAL PANEL 8d 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 3). Floors, walls, ceilings P s and rafters to be spaced at 16 inches o.c. unless noted NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2)2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING- . openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 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. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM- SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3"O.C. EDGE 6d COMMON 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD ) P g g g Floors to have ceramic tile 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. WALLBOARD 5d COOLERS 10" O.C . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING. other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL up supportedby Provide adequate bracingandplates toprotect and secure the structure. Verifywith the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8 . Dormers runningroof rafters are to be double rafters on either side P q QTY. SPACING 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. 1" OR LESS 8d COMMON 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 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 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 Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Section 8602.8 - FIREBLOCKING REQUIRED needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. g Fireblockin shall be provided to cut off all Concealed draft openings (both vertical and horizontal) 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 and to form an effective fire barrier between stories, and between a top story and the roof space. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 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 Fireblooking shall be provided in wood-frame construction in the following locations. is nailed 3"on-center at thepanel edge to obtain higher Contractor and owner for final review and approval. 9 9 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural 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 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 fireblocked at intervals not exceeding i0 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 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tot - 16d nail per foot. 2). At all interconnections between concealed vertical and horizontals aces such as occur at soffits 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 p 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or of N.Y.S. Residential Construction Code. drop ceilings and cove ceilings, approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 3). In concealed spaces between stair stringers at the top and bottom of' the run. Enclosed spaces 16).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to under stairs shall comply with Section 8314.8, N.Y.S. Residential Code. 'ti' ,: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 'v�� r 4), At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of > r . ;` -C.1':\ o flame and products of combustion. lir:- 4 „ 'A ''If! x er � ro � .1 a o S 5). For the fireblocking of chimneys and fireplaces, refer to Section 81001.16, N.Y.S. Residential Code. ' .r ): y,:y WIND LOAD PATH CONNECTION AND CDETAIL DRAWINGS USE THE FOLLOWING APPROVER USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACI—IIEVE MAXIMUM UPLIFT LOAD CAP4CITY, ' KING STUDS :Oil 111 C 1 ENDWALL CRIPPLE STUDII RAFTER 04,0-iN WALL STUD t:� SINiligillit BOTTOM PLATE '� 1 �� ' RIDGE t% '�� BATHTUB —`` 0 ``LEDGER ;� '11 / HEADER 8 DOUBLE JOIST ;� ' SIDEWALL :a IN tI I��\ �� ' RAFTER 1 I� JACK STUDS ' 'FLOOR USP NUMBER DESCRIPTION APPLICATION 11111 i�i ' ' III HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ' ` 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 HOLD DOWN BOTH BOT, PLATE FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND, ADS5 ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga,STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga,SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga, SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD tir c- • y V THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP —10,-r..-- ' ' ::: ` LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARDIllCHIMNEY RAFTERAri AS REQUIRED • RAFTERS SILL PLATE(S) WALL SHEATHING VENTILATION 41' ` ' ` ' ' ` - SIDEWALL FLASHING WOOD JOIST a 'kl FOUNDATION Q ', - r 011 ' M w BLOCKING BLOCKING �� r ' - - - - - FINISHWALLAND MOISTURE TOP PLATE $ �� 2x4 LEDGER LOCK ;, kik% / OISTU ��. . i� \� � II . . . V -:. STAPPING TO BE ATTACHED TO WALL STUDS @48"OC \ BARRIER TO LAP FLASHING ' 2x4 SOFFIT JOIST ) ' AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP 7 ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA '' �j I� GUTTER �� ' II ROOFING TO AVOID SOAKING WALL STUD 1 NOT LESS THAN 1/150 OF THE AREA OF ��_ i WOOD GIRDER II �I 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS / ', \\ ,' SHALL BE COVERED WITHE SPACE DTH CORROSION- ON O ROSION OPENINGS. ALL CONT CSCREENED VENT q '� ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH IN SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'/ INCH IN DIMENSION. SOFFITED EAVE 8"- 14" LSTA30 1-1/4"x30" 18ga, STRAP AND JACK STUDS % AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR 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 ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASHING ® ® ® ® / ROOFING LAPS BASE ' _ FLASHING 4 INCHES h•� J _ BASE FLASHING WRAPS CORNERS, RAFTER )\140.0AlRIDGE CAP OF SAME 1,,,,", / FING SDEXIES D NCHS DER ES ANDILAPSS AT NAILED TO SHEMATERIAL AS ATHING • • 1 SHINGLES AT BASE MIN.4 INCHES THROUGH VENT I • 1 WOOD JOIST441111 , 11‘ 41 ® � � TOP PLATE O GIRDER/HEADER '1t ;� � I+ SIDE WALL FL451-! INCAW 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST •• II AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0 :. (1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE 4-IEMMED EDGES SO RAFTER // INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND N ,,, 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ' INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD OF ROOF r. DBL. SILL PLATE \C,C �� TERMITE SHIELD SILL GASKET f SUBFLOOR � WOOD JOISTS CONC. SLAB �' ` NEOPRENE 1 TYP, CONC. FOUNDATION A ►_ GASKET -- ," DAMPPROOF EXTERIOR 6 MIL. POLY .. ► ti/ 2x6 /2xS CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIOR GRANULAR FILL ° ' �. ' !BOLTED TO STEEL BEAM WITH ° ` �� i 1/2 " DIA. BOLTS 48" o.c, STAG. v STEEL COLUMN y -es A 4 d ° ROOF JACK a �� CONC. SLAB410 .� •s . �' ° �ti� i • • u �� r�ti Vii ° / I I , 1� `� 1.. ....44 STEEL BEAM r�t�n_ �° ° n � , � * t{°; 1 •;o A \ -- - 4" x I/4" x S" STEEL COMPACT FILL .i' �' . ti'''p • ` - � ° ROOFING LAPS ‘\ TOP AND BOTTOM PLATE KEYWAY FOOTING o v 4 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT aAil ° ° Aiiii • r. CONC. FTG. Q Q o G ,' ��` 1/2" GROUT - °6.S.•o:"'•�0! : 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP (USP LBPS58 OR BP583) 3" STEEL COLUMN REINFORCING BAR 4 ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT DRAIN TILE �, • p SUPPORTING MAXIMUM SPACING FLASHING LAPS 111116% 1 , l 10 KIPS SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM .. (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL TYPICAL CONC. FOUNDATION,APPLY PILASTERS MIN, 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36"OC STEEL / 1=IOTTOM EBEARINCx WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC (SLAB-ON-GRADE) ROOF JACKS 4 VENTS DETAIL CONC. SLAB 1 I/ DOOR FRAME SUBFLOOR 6X6 10/10 WWM i GARAGE I I L_ COMPACT FILL iI JOIST0 ' USE 2X8 FOR BLOCKOUT STEEL BEAM ..oke �� S!_A8 ( , P.T. PLATE W/ 6X� WMM // SLOPE . 11111111111111, _,y { ' 1/2"AIR SPACE 'IL • °•�i „ G a 4 DRIVEWAY—b., NOTCH JOIST AND ADJUST HEIGHT �' AT END AND �i 112' - • (WITH A NAILING PLATE IF NEEDED) l... �m ,}, �� -,o , e °' , :a a ►-� ^'� IDES OF WOOD �. �. o , TO BE APROX. 1/2"OR HIGHER THAN ° ►_� •,!�� o D v •a . •4 • �. +j STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE n ''---cr----Zr----z . ° ° c��. BEAMS tl Lw LA. <:,A ° .r.offeri�`: '�� II .., ( q ',•�• rti'., d 4 cl D I 1_I i 1 e Q • G ' C , :3ir.�l�� ! (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) .Z�j; .o.. 6X6 W.W.M. 4 �, ° =� =,i i x412" • ° D ' D +�' •� /)'� ,° I ` fit, NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM — U , o ° 1 SUBFLOOR MIN. 4� •�,,'° d ° . ,�;� ', '� • e ^ u I•L-_ 1 Do •° a r•: REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 11 I ° D ° ° u i . , ° I I—I I K s.q, . + • . A 1 REINFORCING BAR I J I o,, I L�- — l y,.,'''' M. " :. o e• v 111 JOIST ` '�'�`, t �"DRAIN TILE " •° r.o '` SHEET METAL/30#FELT UNDER BEAM AT POINT ' L)'n <1a °• On ° ,:', , .;12 t n u �� m -+at STEEL BEAM „` , ,; .e �. • OF CONTACT WITH CONCRETE OR CONCo. , BLOCK -m— m_ �—r � ;,, ,A44i' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS, SHIMS TO LEVEL BEAM � PLATE(BOLTED TO BEAM] r; = e f"�>. ;• REINFORCE FOOTING WITH (2)#4 REINFORCING BARS, 3"MINIMUM BEARING SURFACE FOR WOOD BEAM j /fi' •ftp" ,• f;4 * GARAGE E DOOR �LOGKOUT ,a ; .- 1_r,,' SEAM POCKET =:i ,-, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4" MAX. j `- 4" MAX. 4"DIA. MAXIMUM 4"DIA. MAXIMUM \-:t411L-- �� ',; POST G GIRDER/HEADER N 0 z it Zo `o POST/COLUMN 'J " nn ) r _ Q n CONCRETE12"x12FOOTINGv x12" `*' v fir t L L� '• ) (a V y % nn M ' V V " , :nn - DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN.(2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS 1-1/2"SPACE MINIMUM /\ HANDRAILS GIRDS' THI'- POST 0 t,r !yi rl 3 1,�Q GIRDER/HEADER1 ' � . . 400 •:,,- BALUSTERS RIM/DECK JOTS ;i ' CONCRETE PIE' 0 , POST/COLUMN ‘Il y, OPEN BALUSTER ATTACHED TO WALL. ,` - Y, ', Y a HANDRAIL CONNECTION y ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. '''''<Z> GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 2- 1/2" DIA. LAG BOLTS W/WASHERS / LAY PLASTIC BASE DIRECTLY ON STAIR TRE/4D07° ° CONNECTED TO BLDG. @32"OC FLU TDCIONSTRUCT OINL TOUBE AND PRLUMBVED) ' LEVEL BASE _...AP ;TA---/4— POST/COLUMN BRACE TUBE PI RI1"1 BOARD I Ligirr-/ I ° , '--4tL JOISTS (11/11.k\� FILL AS PER MANUFACTURES' INSTRUCTIONS 1 ••-- FLOOR FRAMING . ,,. ;Qi, / 2x JOISTS III—I11-111=111=III=III=I I I=11'=l 11=111= STRINGER ... _.o•W a, A a ;,111,,,111-III=III-III=III=111-111-111=11 BLOCKING FOR '~ f LAG BOLTS JOIST HANGER , POST-TO-GIRDER/HEADER CONNECTION A - o LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD7 o i _ D1 ii 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN </,, DISTURBED / POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR El HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVELEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB INikolis‘ IN111144111141No. I//f \\ BTUBE LL S PER MANUFACTURES' INSTRUCTIONS �qv�� 1 -11 =111-111 I- 11=11-11 =111- I1- �, -111;111 111;,111!111 111 IIIIII III=11 Al ,� loP / II 4„.,411111*111 WOOD JOIST 0 �1 WOOD JOIST k11%,. JOIST �� (� `� /9/ BLOCKING a �I CONC. PIER FOOTING I►i1 T 1101.111°e 16t%11IBIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER 0 (I i� I) fl IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL'�I� ® ' �� j ` CODE THIS DESIGN WOOD JOIST '��► 1 WOOD GIRDER �� I� COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS �) GIRDER/HEADER r 0 ��) ►,IATLEASIBEDENQTUI CODE. IN DURABILITY AND EFFECTIVENESS OF THAT THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER ` ) ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. SPLICED JOISTS OVER HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER THE PROPER STEEL CONNECTOR. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATIONI USE WITH RT10 TYDOWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: NAILING SCHEDULE 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NAIL SPAC NG NOTES 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: 4-8d COMMON PER TOE Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING 2-8d COMMON EACH TOE GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST _ END NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 2-8d COMMON be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL MODERATE SLIGHT TO BLOCKING TO: 3-16d COMMON EACH TOE 4). Deck joists to have blocking at 8'0 o.c.. 45 LBS. 120 - B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3.16d COMMON EACH FACE 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOIST ON LEDGER PER TOE at 16"o.c. 3-8d COMMON ---w,. --,,,. TO BEAM JOIST NAIL BAND JOIST PER END - h"-. —,,,'--:.1„x` 6). Concrete piers shall be a minimum 6”above grade. 3-16d COMMON s' s ` A " TO JOIST JOIST NAIL 1-: ,.;, ;, `¢. "'1`;::\t`` 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER .-;,,',:•.-° ` • to girder(s). SILL OR TOP PLATE FOOT N . ,� g f -16d COMMON TOE NAIL :',',.:-/ri. }';-'7,.N7',,,\•- 2 ' 8). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, A. 4" MAX. lijil KING STUDS 4" DIA. MAXIMUM CRIPPLE STUD II CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 0 RAFTER ;1 111011% �� GROUND WIND SEISMIC FROST WINTER ICESHIELD II ` FLOOD LEDGERi I ' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENTRIDGE "3HEADER LOAD (MPH) CATEGORYDEPTHTEMP. REQUIREDHAZARDS II 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - n n, H � � I I � TO HEAVY MODERATE RAFTER JACK STUDS 1 nn MP0111111111111 "n n , „ r n h RAFTER-TO-LEDGER CONNECTION nLEDGER TO BE CONNECTED TO BLDG. USING 1/2” DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2" SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete ..all lb. footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall HANDRAILS RAFTER killito \I be 3 ft. below grade. 4). Deck joists to have blocking at 8'0 o.c.. ,_.7 RAFTER )4101111111; 4.11. 11111111111 5).Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers ill POST and nuts at 16"o.c. TOP PLATE `� 6).Concrete piers shall be a minimum 6"above grade. TOP PLATEBALUSTERS �� 4 7).All joists to be supportedwith hangers and anchors. Each Joistshall alsobe anchoredRIM/DECK JOIS ;�44\411111 I to girder(s). WALL STUD WALL STUD 8 .Covered Roofs shall be assembled and anchored the same manner as a typical building. OPEN BALUSTER ATTACHED TO WALL } YP 410 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4" -6 RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" - 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR COCH RAFTER PLATES TO EACH STUD ROOF SHEATHING:NAIL IL JOINT DESCRIPTIONQ n, SPACING NOTES NN STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4" MAX. 4'I DIA. MAXIMUM \mit 10,g". GIRDER/HEADE' 3 �S ROOF FRAMING: .., GIRDER/HEADERrt ° O JOINT DESCRIPTION QTY NAIL SPACING NOTES e O O ` z POS COLD5 JOIST illk% �� T/ MN o ` RAFTER TO 8 WALL:3 8d COMMON EACH TOE-NAIL co TOP PLATE 10'WALL:4-8d COMMON RAFTER il POST/COLUMN CEILING• ' CE G JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL _ •,-• TO TOP PLATE 10'WALL:4-8d COMMON JOIST E E Q E E — Q E D E E CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER Di w PARALLEL RAFTER WFCM-SBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM SBC LAP NAIL 1 LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE �, TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE 1� CK/I�ORGI-� RAILING POST-TO-GIRDER/HEADER CONNECTION 2-8d COMMON 6x6 SOLID COLUMN PB566/ PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TO RAFTER END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMNRIM BOARD EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL .,,,,,7;AI , ,-' STU BEARING PLATE WALL FRAMING: GIRDE' W‘ JOINT DESCRIPTION NAIL NAIL NOTES \ P QTY. SPACING\/Q TOP PLATE OP PLATED 2- 16d COMMON PER FOOT FACE NAIL � 4., killTO4000 P WOOD JOIST III* ' .; �• OP PLATES AT INTERSECTIONS 4-16d COMMON JOINTS FACE i 40 EA.SIDE NAIL LEDGER t' 1kl % ' � rile''~ CONCRETE PIE' r ' • STUD TO 2- 16d COMMON 24" FACE I� o GIRDER/HEADER I 'J !) E ,• STUD O.C. NAIL � ��) ® 1 HEADER TO 16"O.C. FACE WOOD JOIST WOOD JOIST '',I _ 1 ri �/� �'` - - HEADER 16d COMMON ALONG EDGES NAIL ' %�' . , , TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END ""� - •- PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER ��•�� DOUBLE 2x v ` BOTTOM PLATE TO: PER �� (MINIMUM) FLOOR JOIST,BAND JOIST, 2- 16d COMMON FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS II LOCATION USP NUMBER DESCRIPTION APPLICATION ROD TO ALLOW FOR SHRINKAGE. REQUIRED >I I (2) BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIER FOR STU (3) BEAMS PAU66 OR WE66 POST/ BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER NAIL NAIL JOINT DESCRIPTION NOTES TOP PIECE OF SIDING AND � QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE PIECE OF SIDING BELOW tor i L THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ,� ii- CNW COUPLER NUT BRIDGING 2.8d COMMON EACH TOE 1/2" DIA. LAG BOLTS W/WASHERS �r ♦� iTO JOIST END NAIL CONNECTED TO BLDG. @16"OC r / m..� Ii POST BLOCKING EACH TOE I� lli � � ' MINIMUM TO JOIST 2-8d COMMON END NAIL �� WOOD JOIST :7 / ' ' � ! END DISTANCE BLOCKING TO: 3- 16d COMMON EACH TOE T . 4 SILL OR TOP PLATE BLOCK NAIL �� BLOCKING (I ' p , II , LEDGER STRIP EACH FACE 1,11b 1 ' I p I MINIMU A 3- 16d COMMON FLOOR FRAMING " ' - 2x JOISTS I 'J I o " o 0 END D - ANCE TO BEAM JOIST NAIL 7 '' I I` �fp • 12"x12"x12" 10." JOIST ON LEDGER PER TOE `r Q WOOD GIRDER 11i ;♦ °• °� '.$ ��r CONCRETE FOOTING y A y>>^ TO BEAM 3 -8d COMMON JOIST NAIL .•>' BLOCKING FOR '. JOIST HANGER I'r 1 BAND JOIST PER END 3- 16d COMMON ; >� TO JOIST JOIST NAIL '� "�" �' LAG BOLTS 'p : A.. . HOLLOW COLUMN UPLIFT BAND JOIST TO: PER RIM JOIST/BD. ° '� ' SIMPSON STRONG TIE MODEL STRR1/2 SILL OR TOP PLATE 2- 16d COMMON FOOTTOE NAIL }K• . '' 'A ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONSDECK POST FTG. CONNECTION -=�a`�sE LOCATION USP NUMBER DESCRIPTION APPLICATIONti�' ` ��'' PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND :�-# i;,‘,,.,,,::;:i,,,,::::, � �T�USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH FOOTING .DECK/PORCH LEDGER CONNECTION , „,,,,,, .- ,.. 6X6 POST PAU66 OR WE66 POST/ BEAM ANCHOR APPLY TO EACH FOOTING A,� s`, a` REVISIONS - - . . . - 0•Rum MI rani si Rim MI11111111111 - I . 1 -........, - ' _ I111111111111111M11 1 .... _ r 4011111. - It ...... , a EN im imi ..... 1 NORTH ELEVATION ( 2 ) EAST ELEVATION A-1 1/8"=11-0" A-1 1/8"=f-0" c) - -- --- ------ - < ,i cq _ ch en co . Cj 0'-' ...... I- it cj CO oci a) 2 - , I -I 11 111 I , , __ .Ti ..L. .... ,•4 ) t,... .1 - 1111111111.111111111111111111 10- ,- CIZI CO 1 r-ii II 1 1 a) _ 1 - ------____________ 1L -0 1 i "( Vit., a'.R I v C hi Li7, 3 SOUTH ELEVATION 0. WEST ELEVATION 8690_, ,,-To_ z• 4v0,4„,4 vt 4-9 z A-1 1/8"=11-0" A-1 1/8".11-0" ..., ol0% '. -,...,...., o ss 43 0.4\ 04"N ,110-' C.A 1 z REScheck Software Version 4.1A % ' - it...=1.1.....0 11......11...../.11 II 11 Compliance Certificate 12' ‘ 1-1 .../ Iftillf mAratstva 1 = L r i 7'''', :Z . ; ': \ \ c3. 20J0155 24.0 I - e, ?., ,,,":':';', , DRIVE h...._1 - Po-yroN EXIST. : v) 1611,16"FL,9.45 I 1 : ,:,, \_ - - ;7 CONC. PATIO mo,? DECK SUNROOM -,',& Proiert Title: Elertery \ Z / ':iP&port Date:1111E Z o Data fferanne:C1D: ocurnoWs and Setings*,-Llsenfify Docianerts,AUTOCAD'iMICSnifERKERY'EERKERY PERMIT SET EN' Jr RGY I riszt , •'1‘ :1:. 0Energy axle: 2E17 New York Energy Conserreion 1-1 --_-=I I= 11 11 11 \ \ , \ ' . LI) _ _ , . ConstructionCod • . W Ln: Suffolk eGunty,New York \ 'N. Constructor Type: Detached I or 2 Family " Q 4)' ,:::,,,:• Heatrg Tp : Non-Electric c‘a---. X Z GlazIng Arrc ea Peentage: 25% e _ ffestIng Degree Days: 5759 I EXIST. PLAYROOM .,„,.:.,: :1V, LIVING ROOM DINING AREA Consfruction Sae: 250 EtayvVw Mte OwnertAgent John Eertely liestreeContraCtor.: ki3t K.Salwart I 1 N .1 STORY P114ME ‘ \ PLUMTNG ALL PLUMBING A,I,I37E &WATER LINES NELD II E--- P.4 ,7.., / East Manor,NY 11939 2E0 EZpli?Vit Drve, p.la Box 933 -- DW LUNG C.f) ,.,., TESTINQ.BEFORE COVERING ‘ V E-ast LfarIbr,NY 11939 Culdnogue.NY 1 1 sas . \ 334 ... .,,.... _,a. -. -._. _ ,. . .. . ..a, , ,;',,: ':2ieEfA::5:''I '', ll 3.4144i: ,V.;N':.kr \ S ‘ UNDERWRITERS CERTIFICATE 7/2 erva WII% -- 1 \ / /( Cr :s..rk Bet*Than Code Matritrn VA:371 Your LIA nW ..›, ---- N •I'.. \ N. - . REQUIRED PLUMBER CERTIFIC,e1 ',.. TiTI ' 1.-: ( Wfr EXIST. 1 1 :3 No , . _•,"=,'3,.7- ',''''!' -. ;',''''':,:i.',..:i1,'.: -,:, i'Vi P '''. ":...J.:'',:.1'.'! ,'21,''': -.,: ';'::,"'-';';• ,1',4-4.i-2.-A4- .1., :,,:,:Ntt,gykr)4, .,....,. 4-4,.44,,,,, ' ,:,644 ,:k,':.,,...z."4,", ''''''''''. :4' 4r.:14:,44, ',,,-,4,4;', .: 41,..444,4". - 4 ,:--41.: ', .'• , ."4;1 'A, ,A4•Ig Z ' '', ' ' '' `-/ ' ``,, "I --"44"r4 ' "' -, '' ...4‘ ib .•41\ \\ ON LEAD CONTENT EF.TF „ '„ EXIST. / , kfvc MECH. RMN urcHEN - :,-,-- :. -.',',1,,:, ,...,• ',,:, ',P.:',.-„,,, ;f..i:,. ,:,N7': ,,,-,:,-,,,, ,,„,,,,•;:_-: t; ,,,•-n' ' ,., ,.t .;,(,::" .; -°.'„,Itl-r4i,k),y,,:.:,4,„,*,,':,,,; s. ,-,. ,;,t q a r.,-,., f -v 4, .i,i,,,, ,,,-, C-7RTIFICATE OF OCCLI, /,a,„ : PLAYROOM \--- ir--- • r - ceting t:Flat Cetang or SVssor Truss 179B ,i3.0 0.13 63 0 •.\ , NN . ‘ '`N - WM 1:Wool Fran*,1E7 o.c... 1786 19.0 0.0 7S N N N. D. iff-2.41,_ ri.p.:it”..,;?:E3..,V17 _. ,-.'iOLDE.r? U .)-', '29'''')‘ DECK% : SUPPLY SYSTElv: C,1-,, • ) 11 _ Window 1:lily Frame:Dollate Pane with Uoli-E 321 0.32d 103 , ii, \ LLD ,, (6-2........_. FEE: _?,, _,_ .., ..7,___ 9 EXIST. - II, Dow'1:Soft 20 0.N1D e NOTIFY BUILDING: DF.7,',71-1 ::i\IT AT ..... , _ill?P:i1,0_V ::.S NOTED - - BATH Door 2:Glass 121 0mo 40 765-1602 8 AM TO 4 FM FOrl THE 1 --'--- --- *%**>-- ir DUSTING BEDROOM 1 = a . floor 1:All-Wood Joistqlruss:Oier Urcontfrorel Space. 179S 10.0 an 69 'ft*proposed bulldog represented In thls docurnent iE coneIstent,Ixertl trte tat2ng Oar*,epecrcations,and other oactrators eLtirttled WO-II:Ns pent a-44=ton,Tre propmed sys.tems tails been clesllei to tree/!he 2007 Net York Enemy Gorrvervatoi Corsturton N \ \ IN ‘„ FOLLOWING INSPECITI:'T3: EXCEED 2/10 OF 1% 'A D. ...._ Code requretrlerM Men a ReTstered Desigo PrIeWorial has etarr9ed anl stgretr Ills pNe,May are attesting mat to Ile LW orrsfrer \ T _ '''' W A FY.51ING 94'5 EXIST. .4-, Itrastedge,wile,ard orofess4onalpegment mon pars orspeW%ailars me ri oorrofaace Vat Ode Code. 4E- Li/. -- i CEDAR CLOSET t 1 0 (. 1•1 ta ...- I = BATH II NWT*-Trite :rAgrattie Dals. :‘ ...-2A,...i REFF,..F°Ol ROUGHi:scji jRAtji)1\ILiNPOCs,ii:T,‘,,:71::.-1 Chi COMPLETE \iu.r:c1.11sDASTE-f.i.01 r.C10TRI FC-F:'1, 0:),1:7 E..121c;r:\P:.:1 i.6'L°E.i_LI,/li CODES E);ToI'ED.'TF.3 i,T1 EH,:i.4 ID ‘ 0 --, / z`s --------------.1- N, /lie ..1] EXIST. vi, STORAGE .. \ \‘‘010°. ..-.SR,rl Ase;II Nur\ES;1:13:IRME.C:c)ONcNOcv voSTHTA;TEpUE.TCRETI RUNOFF 1 RESPONSIBLE 6ERRORS.F -..-.1 I -------- ______ Sp . ....z.... ., '-., c4 H GARAGE MASTER- ec I,. CC: iRki ICI ' i i CA ca. DEC 2 2 2003 il ri i le--, • A i ...., -...., I I AI,,,,,„.. ..... Li - 1 ...= - t- A 1. , \ ALL Gni\1 ' :2,,,l,$HALL \ , DEPT. TOWN OF sr,. TI4n! ...._.......„ ......_ ........_„.., ...„ MEET 7 i - '- -.--.-------- 178'OF tHE Proled Tide:Benin' Repot tate: 1111710.6 DRAWN: JG f.la fferarrpe:CfcDoctrtent and Zetttrogallserlly Docisrents'AUTOC.#0,11KEPEERKERYZEFXERY pERAPIT SET EN=RGY CC...Li CH* i xt-#. i ..'„?:',57A-r 44 41a,k. CALCS.rck Page 1 of tt , .;:it`• ..i.P.$17/ SCALE: AS NO'11D , _ 1 • %tit%c 1" (to. 1:.-, -I, JOB# 1/8"-11-0" A- : C- 1} 1/8"FIRST FLOOR PLAN C, PLOT PLAN A-1.y! i,,k• ' . *..,'':'.'i'''4A 4'''..A r'':: -.4;„ '14%e:ill . . -..A d DECEMBER 15,2008 SHEET NUMBER: A-1} =11-0" A_ 1 C:\Documents and Settings\User\Ary Documents\AUTOCAD\MKS\BERKEIn(\BERKERY-1ST SUBMISSION SET.dwg,A-1, 12/15/2008 11:30:47 AM,1:1 I I REVISIONS -1/4"x7" P05T ON 1'.0 7"x7" P05T ON 7-1/A}"x7" POST ON 11'-0-71111 "x7" P05T ON 0 II-- I- -- 12-1/2"x12" PC,51,A13 X zX 8 1/Z"�P.C.TV 12-1/2"x12" P.C,SLAB ' X 8-1/2"O P,C,11J Iiim STAINING WDLL ,® STAINING WALL 1_ 111 NPIGNT MAID-f5 GP.AM �- Kali'MATCNPS GP.At \�:r,,. - 2x817�CK JOI5T5 @ 29" O,C `' _ 2\;<,' ; �. 2x8 t CK J015T5 @ 24" OA, = • NEW r„- �� :...i 'r -',:.:,, ,w,,.),,., 5"x5" P05TON BLUESTONE ; , 5"x5" P05T ON ;� 16"x16" P.C.%A13 EXIST. : ^' : >'? 16 xl6 P.C.SLAB — CONC. PATIO '' v" '° — y� 'w '' ,// PATIO '' OVPP�XI51ING CONCK'l;T Yr ,%%2 9' 8" I' a" <' ,,� ,A,,,24,;< , ; </ / oy� 9 8 I I I © 0 PWG6068t; 9068 _I _1111 i� J -1-___ r _ O V .`iii' i U 'WS ` l N )--.,1ems*) ON CO - Y' ,4 u O HS 0�0 V -N p0 EXIST. EXISTING `' U' o/� `- PLAYROOM PLAYROOM 1/ ,K,\- ,yam. : %;�, \,, Ott isi ice/.: N .., c____ . FI PLAa POUNI7A110NPII: PI PLP POUN17A11ON , , \— , EXIST,` HOT INOT M ECH. RM NEW WAV EXIST. WATPp 6 MUDROOM cip EXIST. �� MECH. RM EXIST. HVAC ,� 0 PLAYROOM \ - — — PLAYROOM" ,.� I— — P -- _ _ ) - 'gH • EXIST. EXIST. s �-- BATH �— 111 ___=„ BATH _ �--+ � COAT NOOKS F -; Z i mi] illti / .V\‘ , Q , ( i 1 W - - 1 - it � 0 X�11t G ?iA1r+5 EXIST. i 1 �� l ill j EXIST. EL/ ) 0 CEDAR CLOSET CEDAR UP CLOSET 1f�•. UNC OPWASNFt; ' ?j XI5TING P,C, .. P.AMP A13OVP 17Kt'M 1.. EXIST. EXIST. STORAGE STORAGE 0 LINE or CX1511N6 P,C,5LAI3 ABOVE Z r0 rrTT W' V � ,,, CA W t""1 L I r DRAWN: JG ;: SCALE: AS NOTED �+► "b' "' t�,1 JOB#: :.-'-'71.;'"‘ DECEMBER 15,2008 f SHEET NUMBER: 1 EXISTING FOUNDATION PLAN i PROPOSED FOUNDATION PLAN �\\: _ A_2 14"=1'-0" A- 1 4��=1. �� 2 / -o , . ,, ,•,,, ik.. 2 C:\Documents and Settings\User\My Documents\AUTOCAD\MKS\BERKERY\BERKERY-1ST SUBMISSION SET.dwg,A-2, 12/15/2008 11:30:54 AM, 1:1 REVISIONS 29'--" / / XI511NG TO MMAIN 11--11---H II--II--11 11 11 II — 11=11=11 II= I1= 1I I I-- I t----I I �`- _ = _EXIST. EXIST. DECK SUNROOM DECK SUNROOM — Ng O E __/. .../ 1: 71,,,,f- vi-t XI511NG „,,179- �WG33685/�WG6 8p ( ' (0,,,,, �'� u ILII -.11.11 ,,=,,,, It----III III---11 r _ n` --q o L t".' � EXIST. ' • . DINING AREA N . , . .moir-- cz p... cr) - ,_ LIVING ROOM DINING AREA = _ li _ EXIST. �'1 ') ' i o ,• LIVING ROOM i .,,,),,,.0,..2,,, Lo 13 i________._,_ , \ / ,y ,_ __.:,...__,_ L , \ / ,, , , , ,,,_ir_ _ _,7_ 1 _ L_ 1 \/, 1 , .",, .. 0 o = o _ I O — )EXIST 1 `”' c� DEN - KITCHEN4 — KITCHEN ®1 i . ,i .., X DEN I —� , ij _�, -,? 0 4.-____i x c _I _ . _ T (ALTS n) III — I L...,..ISI ---= I / II I © _ � I h /-- �AII ING I EXISTING - ) III _ EXIST. 1 _ BEDROOM 1 _ — — BEDROOM 1 Q - - n L o L / _ ] 1 fid --t --f -4 -r - LTJ 0 P\I : JIrft —s�r;3 s 111 I� 1 1 1 1 �-+ u [i lift i u = e L--. o rZ--- --p_ --( - i— , r:: _ EXIST. = BATH BATH it 1 /1---- iiii66 . --,_______ _, ./.' ..,„, TO 110 _,'D 7 , 01 17 M\f_D 0 r r L _ _ _ , , VD 0 = X EXIST. _ = GARAGE EXIST. \ Q z GARAGE MASTER11 • MASTER Wo = BEDROOM BEDROOM ---:---71:- V 11 I\ , - , L '''-' c )" 1 ) � o Z ,n t/ ' MM �� W; = � I--1 I f--11 Imo`--- -:-1: i■r-=_- i DRAWN: JG SCALE: AS NOTED JOB#: m `e' ..*:;S.7- 4;\ A..*:; ) \ 'ri , 4 DECEMBER 15,2008 ittr.j � ' ��• �� ' ��D 4.'1 SHEET NUMBER: 1 EXISTING FIRST FLOOR PLAN2 PROPOSED FIRST FLOOR PLAN c A-311 1/410 ,, �. 1 a. C:\Documents and Settings\User\My Documents\AUTOCAD\MILS\BERkERY\BERKERY-1ST SUBMISSION SET.dwg,A-3, 12/15/2008 11:30:59 AM, 1:1 I REVISIONS XI511NG ROOF XI511NG I200F 0 1-4 '" N 4 ` U u co X w upc co otnO° cf) O o a+ c15 en o0 P-1 CA 1 0 If X1511NG ROOF f X1511N6 POO H ''' z 1 Q � C/A 0 0 r s: C/A 0 Q z y o IT w 1_,..M PC F s. w DRAWN: JG SCALE: AS NOTED 4 iiY JOB#: 4 ,�,, : DECEMBER 15,2008 1 E•. .:- SHEET NUMBER: EXISTING ROOF PLAN C:\Documents and Settings\User\My Documents\AUTOCAD\MhS\BERIKERY\BERKERY-1ST SUBMISSION SET.dwg,A-4, 12/15/2008 11:31:04 AAI, 1:1 REVISIONS 0 H N N m et P, 1 `n 'g �. a\v x w 0 0 . < u I CC% CO VD .I'.��Willi o ..niu■i ,Ili 'i�.. ■I ■1■■■1 HJJ J I��■11 ..... iii NEM J JJ L.1 ii•SA �. _Ali I11■11�■1 i1 ■'11■�I1 1'�I�ISI ... i�11.1 11 ■1III,, i■I�il ■1'r■1■■ ■� ■,■1�i�■r■1 III■I■. 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