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Home My WebLink About34188-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33856 Date: 07/28/09 THIS CERTIFIES that the building ADDITION/ALTERATIONS Location of Property: 135 SOUNDVIEW RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 3 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 19, 2008 pursuant to which Building Permit No. 34188-Z dated SEPTEMBER 25, 2008 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 COVERED ENTRY ADDITION WITH ROOF TOP DECK AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GREGORY & CAROL KARAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 126668C 06/19/09 PLUMBERS CERTIFICATION DATED 06/29/09 THREE B'S PLUMBING 4s/ 'foe' L/-- thori ed Signature Rev. 1/81 TO. OF SOIITHOLD Jut 2 8 2009 :. Form Na:6. BUELDING;DEPARTMENT TOWN HALL..: : . 765-1$02, BIDG:DEPT. TOWN OF SOUTHOLD :.APPLICATION:FOR CERTI.FICATE.OF OCCUPANCY. This.application.must be filled in by typewriter or ink and submitted to the Building Department.with.the following:'. A, For new buildWig 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-disposai:(Sr9 form). .. 3.. Approval of electrical ir<stallation from Bo aid of Fine Undeivvriters. . 4. : Sworn statement-fro vlumber:certifyuig that the solder used in system cpnta ns less than 2ll0.of 1%.lead -5. :.Cominerciatbu lding,indtistrtal building=-multipleiesidenees�and similar buildings and installations;.a certificate of.Code Compliance:fom.arehitecf.or engineer responsible for.the:.building. 6. - SiLbnut Planning Boazd Approval of completed site plan requirements: B. for existing liuildings'(prnor to A�rii.9,195`�non-conforming.uses,or.bu�ildings apd upre-existing'�.land usest Accurate survey of piopei#y'showing allproperty.lines. streets,.buildin and•uriusual.:natural or.topogtaphic - -'features. .. :.. •. 2. A•properly completed appiicatiori'and consent to inspect.signed by the applicant.'If a.Certificate.of.Occupancy.is deiiied,.the lBuilding.Inspector shall;state.tlieYeasona therefor in writiag:to the'applicant.` C: Fees_.. : -L, Certificate:-of Occupancy New dwelling-$25;00;Additions to dwelling:$.25.00;Alterations to dwelling$25M' Swimixdug pool$25:00,Accessory, building$25:00,Additions to accessotybuilding$'25.00,Businesses :2_ Certificate o€Occupancybn Pre-existing Building- $100.00 3:.. Copy-of'Certificate,of:Occupancy=$.'25 .4. ,Updated.Certificate of Occupancy:.-_ $50:00 5. 'I empgrary Certificate of Occupancy-Res idential$15.00,Commercial$15:00 Date. New:Construction: Old or Pre-existing Building:• ✓ : (check one). Location:of property: : �: .. S 0 UAJ D V t t W. (Z� House No. . : . `;.. .•Street Hamlet. .Owner or Owners.of Property: . ..: �/'' � Suf€olk County Tax Map•No4000..Section. Block.. 03 L of 0 3 Subdivision .3 v �-1e: FilediVla 3 �i �: :Lot: .S' " p•- Permit:No. Date of Pernut: :: . Applicant:_ Health Dept..Approval: N n N '.Underwriters Approval: `:.Planning Board Approval:. ,t,/o w cV� -- Request.for: -Temporary C' if cate:. .-: Final.Certificate: ✓ . . (check one) Fee-Submitted: $ A I cant Si nature —1 pp g , r.0 =`r.L o -T.C'3 :•:4- -r:L =YA = A: r'C- r r.•:- ?:C= r::•'= 4: r r:C .L= =.❖:- rA:- �ra�:= r:'•J..:.�;s... s .-:•-f•..y�..{...s-;r,..s; ;r,.li:.;r...L-'y_,r,..a3�L..r;;r...yo;�..s3.�i...a;-�i...�L, .��.0••:•�•CfL+i•:.•J CPi':;4+111+'•}W I�1+ivrJ +i J,OJ I+i p'••J IY'i 4••}•J'f•16'.;JJ iN+i.•pd 1�1'i 4•.'pd 1�1+i•:•'O 1�i i:;••J CP14•.:••J�1'i+i p'.•J 111+i❖•J 11+i.;.•J CZI+i.;.•J r•1'i+i.;r J Nei N••:rd°1i+i.:001��+i{.p•CIS N4rJ 1�4'p1 i,h { !r t'Oe40 0000 rel/rye° °yI�.r} °�61°° °II�e° 1.•,v��N/ {1 IW 'ai� {{ VI { V�►0 /4�i Wile ti{ 1{ � V{{{ V��iN {{1 0 1 {{{ nl {/► {n� 1"' r�►►iky ;{y►0►}{ ►��►th+ {f { t{�t►� {+�►N {�li►►� r{�►► �{t► , ►I►ti t►9� �►►� t{�►I►'{f { ►If {+t►�►f ►+►�4{i +{++�w{M {I+„d t►�+►{ t,�r�i'`�{r"f'r tr I't+ '��:;4�r --► ff i� f eft 1 f �tf i �': ff ff I f f ff 1 � „ -- Electrical Inspection Certificate �t ---�- Issue Date Electrical Inspection Service, Inc. Application Numberh, 6/19/2009 375 Dunton Avenue 126668Cf, ` East Patchogue, New York 11772 1 (631)286-6642 Issued To: Karas Residence {I j4•`•�� •�1��f_-- Street: 135 Soundview Road Village: Orient Point Zip: 11957 Town: Southold (Q. Section: Block: Lot: �I1., _ Contractor: Bright Side Electrical Services Inc. (L) Lic. # 3681-E .. Was examined and found to be in compliance with the National Electrical Code. �, ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑X Indoor X❑ Basement ❑ Hot Tub =v -- X❑ Residential ❑ Det. Garage ❑ Attic X❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Surveys �« y Switches Receptacles Fixtures GFl Heaters A/C Fans {I�•:• Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves q• Furnace Oil Gas Circulators Smoke Detector Bell Transformer ti Meter Amps Phase UG/OH Jacuzzi Television CO Detector f- - Bldg. Permit. Other Equipment >a ii'r:✓� n.0 \hly9___ s, •�rt� Hugo S. Surdi President wY y Rough In ecti n: 01/14/2 09 '?• Inspect J nAUI — 4� G Fi spection: / / Inspector: John c Mahon III 14 1 This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 4{4��1�1 ,IE Ik��. Ipe11 I,Ie1e pe1� 1,111 ....O;OO....O:Ie° 0:S° .O:O.Lo••oO:INo• •.°IVOi° ..0;0°..•..4j:4a.P/1 1/�1 Iei� Ae� ,�IIe1� Ie 11/1 °I1+ Ce�� Y;..•;•ta•;•i'•:.4.:.•:Yl. :•:•:+..'�=:.0....a.:...:.....:••:9;,ti.�•:Y;.-I..•4•. :•.J.••••.......•..•`.Ie,V:•:,•P�,:ti:Ai4[r':b 1 .:Y:1°.•.4••.. �..•e0+ I.._:Y.N.•••••. I;Ie.,.p e`1:,.•��I� 4'�'Q rsT •z ti s'�s'•,�„•+_r2�w2:7T E2�s•3lre<s�;2$�'`Etiw:+r. .z v�� +�e4$�•r_`sa} -eC ✓:"�c:':'�Srs'• Y'Ems✓ �iv''re4.r'`.��_ ,�,`fdr..,�t4r.-, • Jf��Qs�FFU(,��p, Town I lall, 53095 Main Road N x Fax(516)765-1823 P. O. Box 1179 0 7 Telephone (516) 765-1802 Southold, New York 11971 ,� Off- I OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E It T I F I C A T 1 0 N DATE: June 29, 2009 Building Permit No. 34188 Owner: (pleash print) P].umher. : Three_ B1_s Plumb,ing.,..,Heating & Air Conditioning Corp_.-(please print) I certify that the solder used in the water supply system contains less than :/_0 of 1% lead. (Plum ers Signature) .Sworn to before: me this 29th day of June AV 2009 Notary Public, Suffolk County Elloon M.Roacho Notary Public,State of New York No.4826942 (qualified in Suffolk County Cornmissio6 Expires January 31,20Lo 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. 34188 Z Date SEPTEMBER 25, 2008 Permission is hereby granted to: GREGORY & CAROL KARAS 77 78TH STREET BROOKLYN,NY 11209 for INTERIOR AND EXTERIOR ADDITIONS AND ALTERATIONS TO SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 135 SOUNDVIEW RD ORIENT County Tax Map No. 473889 Section 015 Block 0003 Lot No. 003 pursuant to application dated SEPTEMBER 19, 2008 and approved by the Building Inspector to expire on MARCH 25, 2010 . Fee $ 200 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 �o��OF SOUlyolo coufm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR SOUTyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR a0F 80 � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: S �. DATE 2 INSPECTOR Of SOl/j,�� comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC7UGH N [ ] FOUNDATION 1ST [ LBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS UCTION [ ] FIRE RESISTANT PENETRATION REMARKS: L2 -�� DATE ® INSPECTOR OF SO(/T�,o`o courm,��'� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1 ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 6 � � s DATE INSPECTOR ✓ � � O (� �OF SO(/l - ------ o.� 9p� � O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ZV67_1 DATE - - INSPECTOR f � FIELD INSPECTION REPORT DATE I COMMENTS FOUNDATION(1ST) 4� O ---------------=----------=---------- FOUNDATION (2ND) z o H ROUGH FRAMING& PLUMING INSULATION PER N.Y. STATE ENERGY CODE "f 1 a FINAL ` ADDITIONAL COMN[ENTS m I � I x _ • d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,'NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 Surve ( ) � y www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined Oi ,20 Contact: Approved 120 W Mail to: 1�1�u��1'c� I—'I XG per Ff'��Cvf Disapproved a/c (j ' ��i q- L",H rvo Phone:0,171 &OU u5o,,5 Expiration ,20 - b ---- - — r Building Inspector ScrP APPLICATION FOR BUILDING PERMIT ��2�08 ' Date 'I , 20097 ; aj_� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not.be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit.shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. L (Signature of applicant or name,if a corporation) X. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesG (As on the tax roll or latest deed) If apyhc ant is tion, signature o y autho d ofi er7e�� ¢- � ame and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which oposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Sectio Block Lot d� Subdivision a, Filed Map No. Lot (Name) 2. State existing use and occupancy of p es,and.i tended us and o cupanc of prop sed construction: a. Existing use and occupancy G�I-� 6' f b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration .V Repair. Removal Demolition Other Work � (Description) 4. Estimated Cost tr1-5',-Lq00 Fee I (To be paid on filing this application) 5. If dwelling, number of dwelling uni s Number of dwelling units on each floor µl pr If garage, number of cars 14 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I i 7. Dimensions of existing structures, if any: Front f � Rear 122-1 Depth Height V7-2" Number of Stories ?� Dimensions of dame structure with alteration or additions: Front Rear '2 �_ Depth `'� Height 1,- �1 Number of Stories 2— 8. Dimensions of en 're new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 100 Rear �p Depth 10. Date of Purchase I�� Name of Former Owner 11. Zone or use district in which premises are situated ' vl 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO Y Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of prepses KkZAS Address'l-'l 1 4,�W4.44 Phone Name of Architect ` Address Hol LA "%.'.l.'c,t4K Phone No bQ l tog b G y v 5� Name of Contractor Address i'1160 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ,/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �4y� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20_�E f NotaryPublic LORRA ACCHIO Signature of.Applicant Notary Public State of New York No.OIMA6150637 Commission Expi Suffolk s Aug County,2010 James F.King,President �QF SO(/Ty Town Hall Jill M. Doherty,Vice-President ,`O l 53095 Route 250 P.O. Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen N C G pQ Telephone(631) 765-1892 Bob Ghosio,Jr. OIyC � � Fax(631) 765-6641 0 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 9, 2008 Michael Macrina Architect, P.C. 409 Lake Ave, Suite C St. James, NY 11780 RE: KARAS RESIDENCE 135 SOUNDVIEW RD., ORIENT SCTM#15-3-3 Dear Mr. Macrina: The Southold Town Board of Trustees reviewed the survey prepared Mets and Bounds Surveying last dated August 12, 2008 and determined the proposed renovations on the landward side of the existing dwelling, specifically the renovation of the existing front facade, renovation of existing covered portico with roof deck above, and new roof cupola, to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, Jame4 King, Preside Board of Trustees JFK:Ims New York State Department of Environmental Conservation Division of Environmental Permits, Region One 3UNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 2hone: (631)444-0365 • FAX: (631)444-0360 Nebsite: www.dec.state.ny.us Alexander B.Grannis LETTER OF NON-JURISDICTION-Article 25 commissioner September 11, 2008 Greg& Carol Karas 77 78" Street Brooklyn,NY 11209 Re: Application#1-47.3 8-00916/00003 135 Soundview Road, Orient SCTM#1000-15-03-03 Dear Permittees: Based on the information you have submitted, the Department of Environmental Conservation (DEC)has determined that: The property landward of the topographic crest of a bluff in excess of 10 feet in elevation as shown on the survey prepared by Metes and Bounds surveying dated 8/12/08, 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 disturbance 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 hale bay berm. This letter shall remain valid unless site conditions change. 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. Sincerely, /arCarrara Permit Administrator cc: Michael Macrina Architect MHP file Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes. No EXEMPTIONS:. A. Does this project meet the minimum standards for classification as an Agricultural Project. _ Note: If you.answered Yes to any of the above,a Storm-water,Grading,Drainage.&Erosion Control Plan is not required. ------------------------------------------------------------ ACTIONS REOUIRING THE.SUBMISSION OF A STORM-WATER, GRADING DRAINAGE & EROSION CONTROL.PLAN.CERTIFIED BY A DESIGN.PROFESSIONAL.IN THE.STATE.OF NEW.YORK. Item Number: (A Check Mark (J)for each question is required for complete application) Yes No 1. Will this.project retain all Storm-Water Run-off generated on Site? (This,will include all run-off created by site.clearing and/or construction activities.as well as all Site Improvements and the permanent creation of impervious.surfaces.) 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? _✓ 3. Will this application require land disturbing activities encompassing an area of five thousand(5,000).square feet of ground surface or more? ❑ 4. Is there a Natural Water course running through the site or is this project within One hundred(100).feet of wetlands or a beach? ❑ 5. Will there be site preparation on slopes which exceed fifteen(15)feet of vertical rise to / One hundred(100)feet of horizontal distance? ❑ `/ 6. Will driveways,parking areas or other impervious surfaces direct Storm-Water Run-off / into and/or in the direction of a Town Right-of-Way? ❑ I/ 7. Will this application require the placement of material,removal of vegetation and/or the / construction of any item within the Town Right-of-Way or road shoulder area? ❑ 1� (This item does.not include the.installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100).year floodplain of any watercourse? _ Note: If.any.answer to.questions one through.eight is answered with a.check mark in.the.Box,a Storm-water,Grading, Drainage&Erosion.Control Plan is required and must be submitted for review prior to issuance.of any building.permit. ------------------------------------------------ STATE OF NEW YORK, OTY OF. ............ .... . .......... ............ SS That I, ........ �.....P . ... �L(Ll . ..... .rl .being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual sig ii Document)✓ �� And that He/She is the .. ..... . . ..................................... . . .................etc............................................................................ (Owner,Contractor,Agent,Corporate Officer, .) Owner and/or representative of the Owner or Owner's,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 belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before ��me this; �j ..............�..l.............. . day of..... -... 20.�.d Notary Public: ... ..(�-!�: ...... ......................... LORRAINE MACCHIO (Signature of Applicant) Notary Public State of New York Ng.OIMA6150637 Qualiid in Suffolk County Commission Expires August 7,2010 Zoning Analysis LOlV T �rG ISLAND SOUND -Lot Area:23,762 sq.ft. (.546 acres) 52.75' S.C.T.M.# N 7 13 22 N 83 26'37" E------------ District:1000 ,, w Section:15 1 0 1 -e Block:03 z 1 P. 1 ." o+ Lot:03 M w� -Map Name:Map of Orient by the Sea o ------- -Zone:R-40 Lot is Non-Conforming,therefore setbacks are ,:-- ------�--- _ _;: '-,0 revised as per sect.100-244 Building Setbacks Front: 40 ft. --;_ TOP OF BLUFF �. Side(min.): 15ft. 4N, 1 Side(total): 35ft. iin /•/• Rear:50 ft. Jul �'�• J/ -Building Height 1 Required(principal structure) 1 - 1 35 ft.from average grade to max.roof height 1 1 1 -Lot Coverage j Required Actual 20%max.by principal 2,223 sq.ft. =9 4% &accessory buildings 23,762 sq.ft. b �\ I EXISTING Proposed Roof Cupola HOUSE 9.5' - +� Renovate front facade t2,21 "` r 1 W Remove existing covered portico ;w A & replace with new with o �� roof deck above °o \ utilizing existing portico foundation N — i i v m in — ,�� A. g0 2 � V SO HAI � d 00 Plot Plan 1" = 40' THIS IS AN ARCHITECTURAL SITE PLAN BASED ON INFORMATION FROM A 1� SURVEY PREPARED BY 71 'Metes & Bounds Surveying' Coram, N.Y. dated : August 12, 2008 ` 'I%4' Existing Opening / , r_______ ' Existing Opening I r_______� �� TW3446-2 i i i i 1 TW3446-2 egress window I I I 1 �PLIJ�'Q egress window lower sill framing I i i I ` lower sill framing as required i Skyiitei i i Skyiitei as required Above i ,___Above.1 I If CLI1xT in size CL.O T CLO Q4bed shown A B -------------- ---- ------------ A-4 A-4 S.D. '� S.D. 2r}�? M'4`5TER Q •+0 I AL 0 o �" Remove Doors & 59DROOM �FJ7fLOOM 7� C.M. 2 o�c;�Frame Closed saddle '�`,5addle o, Remove Existing Bathroom ' 'P _ '` O Fixtures, Flooring &Walls N o �ff+B'P 1. ��+e.p 4 " 4" a,1a+� Shown &Prepare for new o N 4" ❑ •'� I O' -- -- --- - Layout c� l5 42" _ Sb" - ' S.D. i ----- -- -- �-, N a a 40" tall wall - -v �EDR0OM v cu tom queen-size oCi a r?C5 Remove Existing Bathroom I , J slosh bed shown ro Fixtures, Flooring&Walls ',,n., ='�� 2 I ' '' J _� Shown & Prepare for new __ _ _ _= _ _ � �w3 p `r --- Tile Linen Closet Layout --- - - -fo - n -- T +0 40" tall wall Jr.F 16• E5AT�=v ' Provide Two Recessed Lights T E5QT41 Q N c bed shown In Soffit over Roof Deck $ - Twin size #2 Tile Existing Opening _ #) Frame Closk Flr. Frame Closed FWH6066PALR C Remove Sill Framing ame led ❑ C A-a as requiredLE I I I I I—I—L. I 1 1( A-a � (2)2"x12" Hdr. ' (2)2"x12" Hdr. Remove Door' TW21042-2 TW21042-2 II GKNew Bracket Above Remove Existing (typical) ` Remove Existing Dormer&Window of window & ¢r of window& Dormer&wndow ridge above ridge above Line of Eave Above I ' Second Floor Plan (typical) 5/4"x4" Mahogany Decking with stainless steel fasteners ® �p PLAN REFERENCE NOTES •• 36" Tall Railing �+f.® ^#c j I �• A Custom Shower �4 • B �� Enclosed w/ tempered glass enclosure. ` A-4 A-4 qq —Custom_LPon T Seamy the water supply riser from e! a shower�volve to the shower head ' OF NC.`44 J f D WILDING PERMIT E: Al INER CHECKLIST *Date Submitted:_/��007*Date Reviewed.' 0, 1, kpplicaat: r 'VA'6n C11 - ( (`�1r1�'LD�_, Owner: architect/Engineer: NQ& ft_J_L Estimated Cost: >CTM# 1000- Subdivision: Zone: Conforming? -00 'ropertyAddress: C35 S0�400FV7Z42) kd City 0r eyl'f— Pre COS? -no 3U11din Permits (Open/Expired): P DU Z-Z/C/0 ZI `J'f Info: A14 BP �Z/C/0 Z--` I✓!L(�Info:"Kf 0 1P -Z/C/o Z- Info:U&KbtUP Z/C/o Z- , Info; BP -Z/C/o Z- Info: tingle& Separate Search Required? Y or eDeterthination: MQ. Lot Size: 140 0 0 0 ACT. Lot Size: c�3—(Loa Q. Lot Cov. ACT: Lot Cov. � tEQ. Front ACT. Front •7 REQ Side (� ACT. Side REQ. Rear,_( PROP. Rear «1 _ MQ. Height . ACT, Height 'roject Description: Naterfrout? Vor N? :f yes, water ody: L Sa Panel# Flood Zone: Y-1 — Bullchead/Bluff Distance: 13o / ADDITIONAL APPROVALS REQUIRED iuffolk County Health: Y or Off yes, *Bed#: *Date: _/_/_ *Permit#: Town Septic: Y or 1 - If no, certification required: Y or N Received: Y or N By: VYS DEC: PRE-DEC 9nnspY or N - Date: 9/11/A Permit #: o J L tier— Notes: ioutliold Trustees: Y or N - Date: 9/ of N Lettei — Notes: Southold ZBA: Y or Date: / / Permit #: — Notes: Southold Plauning: Y or Date: / / Permit #: — Notes: Town Landmark C of A: Y or TE: / / *NYS CODE Compliance (page 2): Y or N Notes: l �� Sva 1 ionsi Fee Structure: Calculation: Foundation: SF 1. ( SF)- LSF)= SF X $ =$ First Floor: SF + Initial Fee: $ Second Floor: SF + Additional Fee ( �: $ Other: SF 2. SF)- NSF)= SF X $ _$ Total: SF + Initial Fee: $ + Additional Fee $ C( TOTAL: $ NEW YOR . STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRA,PHHIC DESIGN CRITERIA: .Ground Snow Load; 45 k Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe L,";'�Frost Depth: 36" A_**'Termite: M-H �'� eay: S-M Design Temp: 11 jee Shield Underlay: YES Flood Hazards: - — USE/OCCUPANCY CLASSIFICATION: HEIGHT/FME AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE FULL FRAMING DESIGN ELEMENTS: YIN IIEADERS: YIN WALL STUDS: YIN GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RAFTERS: WN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CA//L�CULATIONS: YIN CIVE0/N DEAD SNMV:, N SEISMIC�I «'IND:jT WINDOW AND DOOR SCHEDULE: •NIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.T.: Y/N LIGHT 8%: Y/N Vr-ANT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: YIN LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIrICATION: Y/N ENERGY CALLS: YIN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SURVEY OF LOT 45 MAP OF UND ORIENT BY THE SEA SSECTION TWO LONG ISLAND FILE No. 3444 FILED OCTOBER 26, 1961 SITUATE 82,.759 ORIENT POINT 83°26'37" E _ _ — TOWN OF SOUTHOLD TIE LINE ALONG AENT HIGH WATER MARK PPAR ON AUGUST 1=008�_ N 13.22 — — — — — SUFFOLK COUNTY, NEW YORK / S.C. TAX No. 1000- 15-03-03 I0 SCALE 1 "=20' -A-z 6 AUGUST 129 2008 10 (11 i / / AlbAREA = 23,762 sq. ft. j20 (TO TIE LINE) 0.546 ac. V6� Z2 /26 12_ o 3_ 14— N / / / / � -- � / / / 2 i 20 24—• 6.7' —I— i i i / LINETAKEN FROM 26— / ERO510N H O AREA MUNTY, NEW`(ORK — — 34.5 �� ' _COAST EROSIONOIA UFFNEE\C20 OF 49 OP OF BLUFF COp N OF SOLITH90 s3 S / PNOTO No. 45 32 i I • / 34 pECK I ' �� I —36 y o 6 i x 6 rn y / O 36.4 E x 3� I CO b � I � X I � v I xE I L)1 I I x 37.6 37X x /JS2 CONC. PAVERS (~/] CHIMNEY STEPS ' \ WELL BY OWNER WOOD y ELUAR \ +ro 37.1 STEPS ^ �:.I ENTRIANCE FENCE 'r' ROFANE 1.4'W. WOOD STOOP `-1�NIZ— 7 �, 9.5' r 16.0, 3732 1 & 2 STORY r d•° I FRAME & BRICK HOUSE & GARAGE Vm I? / I A •' F,FL• Iz _d'T I 56.4' 10.2' I _ 37- 37•� °° m ROOF OVER °' • 36.9 •I'` N ROOF OVERHANG 2' SLATE STOOPSLATE� ,d,, � W STEPS ° \a ° 00 5 . ASPHALT ORNEWAY Q 0 37.2 ' 8 F qd; B OCK CURB N' °• e;j A. 0v��. a BEI.GIAN L \ 36.3 37,1 371 m a 100,%°/ ° °• , U1 DE r 36.7 '10z 12 K ° ° 0.4'N. FEA/Ce Wj ° A.7•6y+W 36.5 0.2.2:d � 4 7 � ,O d' °•• •a 1 WEU 2' �0 E OF PA�ME '" : "' tVG 2'�0 i 36 5 A e P � 34 1.1 ° X 1 N ° a G (30 a NOTE: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS METES AND BOUNDS SURVEYING WHICH A TITLE SEARCH MIGHT DISCLOSE 22 AMERICAN AVENUE SURVEY MAP"UNAUTHORIZED ALTERATION LAND SUOR ADDITION TO RVEYOR'S NOTES: CORAM, N.Y. 11727 SEAL IS A VIOLATION OF ARTICLE 134, SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM PHONE (631) 736-9350 EDUCATION LAW" FAX (631) 736-9350 "Copies from the original of this survey map EXISTING ELEVATIONS ARE SHOWN THUS: ,00 not marked with an original of the land EXISTING CONTOUR LINES ARE SHOWN THUS: — —20— — surveyor's inked seal or his embossed seal shall not be considered a valid true copy." "CeH F.FL. _ FIRST FLOOR LOT: 03 BLOCK:03 SECTION: 15 DISTRICT: 1000 his survey indicated hereon signify that L G.FL. GARAGE FLOOR this survey was prepared in accordance with MAP OF:• ORIENT BY THE SEA the existing Code Practice for Land Surveys adopted by the New York State Association of FILE No. 3444 Professional Land Surveyors. Said SITUATED AT ORIENT POINT certifications shall run only to the person for whom the survey is prepared, and on his SUFFOLK COUNTY, NEW YORK behalf to the title company, governmental agency and lending institution. Certifications are not transferable to additional institutions or subsequent owners.' CERTIFIED TO JOB NO.: 08-124 DATE: AUGUST 12, 2008 Exist3ng Opening 1 iwa egress window i -� tower sill framing I I I 1 1 Existing Opening 1/4' as required i Ov[N� TW34—qg-Z v 1 1 I 1 Q egress window Skylitei I I Sk itei �A�1 lower sill Gaming (-w Above,, as required I 1 I �` +0° N v Lrtrl CLnxT I in size 'L� CLO T CLO 1 bed shown q 6 A-4 ______________ -A_4 -_----__--_- &LMOOM C.M. q- �O Remove Doors & #2 saddle gyp+ ,'S.D., Frame Closed cmoom ',,saddle Remove Existing Bathroom a 42" 4' O +e0+ a- " 4" ?e„+0° Fixtures, Flooring & Walls _ ,5b'n S,D, �,°' Shown & Prepare for new 40" tall wall _ F_>LmOOM I __ Layout a a Remove Existing Bathroom - - cu tom - -- I 3�°o Fixtures, Flooring& Walls I J11.2 mP sh wer _ d' queen-size o a Shown & Prepare for new �_I _ i 2 ¢3 71f J or bed shown Layout - 0 0+1h><�5 ---- -- -- -jamcoin 1 �0+�ATiJ 8'40" tall wall TJe Linen Closet _a i' Flr. o bed shown � Provide Two Recessed Lights 1 .LL Ins Soffit over Roof Deck 4 DATIJ 0 N Twin size tt2 � �a I C Tile Existing Opening m- tt1 Frame Clos`etd, Flc Frame Closed _ A-4 FWH6068PALR o Remove Sill Framing as required ;,� Fame sed TW21042-2 (2)2"xl2" Hdr Remove Door; - - - TW21042-2 Remove Existing I - - - Dormer& Window New Bracket Above of window & (typical) Remove Existing ridge above of window & 1 Dormer & Window ridge above I I Second Floor Plan Line of Ecve Above (typical) 15/4"x4"Mahogany Decking 8" with stainless steel fasteners ,'rS' A 36" Tall Roiling - - r4 PLAN REFERENCE NOTES A-4 �(2 A� A� 1❑ Custom Shower PVT ^ Enclose /a tempered glass enclosure. `� m Lead Pon e[ure the water 5uoply rise from the shower valve to the shower head + C��fzfE�k 256 Ca BUILDING DEPARTMENT DATA Typical Roofing _ MICHAEL Classification: / Floor Area - A B r Certi-Grade 18" Red Cedar Shingles Number 1 Grade Floor MACRINA Lead Coated Copper Blue Label to be installed as per the Cedar Shake & Level Existing Proposed Total YSeam Spire to be selected A Crown Molding with Lead Coated Shingle Bureau. I �+ r"g�Copper Drip Cap over cedar breather Roof Deck 58 sq.ft. jjLead Coated Copper Standing over 30# felt paper Roof over New upola Covered Portico 58 sq.ft. 1 2" CDX Ply. over 1/2" CDX Plywood Sheathing 6_ C A.I.A. / Y g n Q P. ., 12 1 2 Wrap all Windows with 5/4 A" 'Azek Trim Boards Exposure o 12 5-1/2" max. exposure for 5:12 or steeper roof pitch _o d (�� Remove All Roofsrng & Replace 5" max. exposure for 4:12 roof pitch �- 1 1 OI/ 1 O A-4 with New (see nose, same sheet) O ! 5/ " 'Azek' Eave Protection Install 1 Layer of Ice & Watershield self-adherin S et Material ( ) Ye ( 9 Remove & Replace All COMPLY WITH ALL CODES F __� _ _ _ ; polymer modified bitumen sheet from the eaves edge t - Mansiard Fascia Boards w/ " ' o a point of least 24 inside the exterior wall r) -- -- - - -- -- New '1"x6" 'Azek' NEW YORK STATE & TOWN CO ES 9 ! r I . , I' ' ,� , - ,. . �• I , , �� ---- line of the building. First Floor Level Second Floor Level ` AS REQUIRED AND CONDITION OF yalle SOUTNO(0 TOr1V ZBA All Valleys are to be dosed. 1-- I-�L i , ! 1 , - E; ! �l I L r Rr 12_` ',y-, 1_' ' -- install (1) layer of Ice & Water Shield. ��20 , ,, { , C1�2 1 �y ugh o alteration TT �( Tr T f i 1 i' ,T { ! �i, i i i SOUTHVID TO`1N PLA R!"r Atti�J 0 kL}� Ven ilotio ca (160 sq. ft.) �i i r I I , o All Ridges are to have a continuous vent.1 SOUT, D TOV.N TRUSTEES 409 Lake Ave. Suite C " � All Soffits are to have a continuous vent rn T Remove Existing Siding N.Y.S.DEC " rn St.James, N.Y. 11780 T- ,7[ _T�t 1 '. i r T, to at Dormers & Replace o -. N V altera#ion i ` !- 11iL �,'`L 1-.�L;..1_Ll_11; I ! _ w j Azek Trim Boards a Low Sloped Roof Protection 2.12 to 4.12 Itch 45 s . ft. phone (631)686-6585 o P ( pitch) ( 4 ) roof deck fax (631)686-6786 -'�� --! =T -i� I 1 '_ 2TIE i �Ii i_i i_ ,�1�1}i i G� I ! - 1 I _ 1 i 1 I I , a Install (1) layer of ice & watershield over the plywood A_ - ., Fypon Railing System ..- sheathinginstead of the 30 felt paper. email MMacrina@optonline.net ' r manufacturer s specifications P P i i — — --- r ;! r I I ; Install as pe s e ' a These plans are an instrument of service and are j L l • T- r - - T; Balustrade N v DESIGN R301.2.1.1 (2007 Residential tCode for New York State) the exclusive property of the architect. Fasteners I 1 ' ' 1 1 _I i_iLi—' infringements of the concepts and design Ideas { 1 l._.1 L=j.t_I __ I_t_11_Ll 1�i.1_{t.�Ll—i_i i i i s _i i 1SLj_j�J�l� — TO Railing BTR5X96 All Fasteners are to be corrosion-resistant with a resented on thesedrawings i�Ll ! i - - —- - I 1 I ! I , I i' { 1 ; I I ` , i I�+ { i I + I I +_ i { i_I i i i_i I _I LL i i ! I I i I 1- _-I=��._i� J�_J w — P g ( ) r Design Cr P shall p prosecuted �=, � - ._-__ � ? � , r -- - o: ; , Baluster ( BAL2X28SQ) a, g stets°. Construction in regionls where the basic wind to the r",uest extent of the law. Copyrght 2006: rT. -m v T • r _ -_,Flair Shin les at Eave i I I r; 1 1 I I ,�!i 1_-1 1i 4 1 i-i i i i -i 1 �, minimum penetration of 1/2 Into the sheathing. Michael ►�acrina Architect. All ri hts reserved, no Flair Shingles at Eave - - - -� 9 Bottom Railin BR5X96 = speeds from Fi ure R 301.2 4 e ual or exceed ! ! _ _! i _ _� __ _ ! _. ��I — _ g ) Use ails each shingle approximately part of the plans may be reproduced without the I 9 O q U 2 n o for - T '-- - approximately 1- above / miles per hour (177.1 km/h) shall be expressed written consent of the architect. ---------- --- T PP Y / T 1 ( ) 9 PP tely 3 4' - Newel Post c from edge and a r el 1 2" 110 , ' i i i I I ,j , ,-i,; i i I i I ? I 1 i ; _ i i i i 1 i i i { ! j + I ! - sure line. designed in accordance with one of the following: -- - -- - Key Plan : B (SST F) Plans have ILL ' si n Post T all 3X5 m exposure e �` Post T lat T7X7 ( ) _ Fypon Bracket - Newel Post (see detail designed in Wood Frame Construction Manual for One & Two spaced 48"oc accordance with: Family Dwellings (W.F.(C.M.) 2001 - - - - - - (typ) 12" from comer Certi-Grade 18" Red Cedar Shingles Number 1 Grade (Prescriptive Design) Blue Label Rebutted & Rejoined Shingles to be High Density PVC installed as per the Cedar Shake & Shingle Bureau. & Geographic Design Criteria : Table R301.2(1) _ - _ _ - Climatic ` _ - - - Board utters over 30# Felt Paper Wind Exposure Category. IB - — - - - � � - - - - - - -- _ - __ _ j2" CDX d Sh th' _ - - _ _ _ - N " Ground Snow Load: :20 psf _ antic Shutters' v " I - model Rockport PLUE,98ER CER.T1F/ ATlO nstall 1 2 ACQ IP o ood Sheathin at Base - "- "_:o._ �. - -. _ _ - r ► K- a - �_ - , coot - to be selected j Yw 9 ^ - - - NOT smic Design Category. (Exempt SOLDER USED!N "ZIATER orn rs Sei AN Alternate Weaved Outside Corners & ' FLOOD ZON 5/4" square block for inside corners E 10 HB&G PermaCast EXCEED OF 1/°LEAD. o New Rowlock Existing Stoop 'Azek' Flower Boxes Fasteners m Weathering: !Severe Sill to match Load Bearing Fiberglass Column , COMPLY WITH CHAPTER "��" C' (Tuscan Style) Walpole Woodworkers;* Attachment for each shingle shall be held in place E Frost Line Depth: 136 inches existing Freeport Collection FLOOD DAMAGE PREVENTION b two hot-dipped zinc-coated, stainless steel, or a A AB HB&G - 8ft. tall column #45090 y pp A-4 A-4 HB&G - cap #45143 model - bulldoub SOUTHOLD TOWN CODE.' aluminum nails or staples. The Fasteners shall be o Termite Infestation: IModerate to Heavy HB&G - base 45142 60" wide at double wrindows _ # " CERTIFICATION OF long enough to penetrate the sheathing by a min. 4) Decay Probability. Slight to Moderate Revisions provide (2) cant. coil straps from 30 wide at single wrindows i of 1/2" and shall not be overdriven. Front Elevation south pier to girder above. NAILING & CONNECTIONS Staples shall not be less than 16 gage and shall o Remove Existing Portico REQUIRED, have a crown width of not less than 7 16", and Winter Design Temperature: ;Suffolk 11 degrees Roof & Columns j 9 p g the crown of the staples shall be parallel with the butt of the shingle. Ice Shield Underlayment Required Valleys & Perimeter Flood Hazard (Exempt Remove Roofing all �� Installation The Bottom Course shall be Doubled. Air Freezing Index �452 ------ ---_---s�a ---- — I MIN. DESIGN PRESSURE (D.P.) RATING - 1 1 1f�lI�1I 11 1 1 I II I IJ 11! I l l l,l l i� Il 111T T� Tr Remove ExistingDormer Gutters ,- 3 L I'CI_jI�TT�TTTit 11 1�nT�TT� l� I II Remove al� 1TT� '1 Walls, Roof & Windows o 0 0 o ZONE 4 DP 30 11 IL�jJL—�—J ( II Siding IL-1.-�.-JI oo N ---_--� - ZONE 5 DP 35 11 1 ! II All Gutters are to be Half Round Copper & All w bars I ! ! ! Leaders are to Copper. N ZONE 1 DP 30 ! I I I (Refer to Elevations for Locations) N N ZONE 2 DP 35 No. Date Description I I I I I11®®II I I I I m Ti I I 1 11117 fl l 1 1 JTITL ALL CONSTR UC I�}N SHAL[. g I ! illu�ll I I I ]Ij Flashin ZONE 3 DP 35 Project: 1 Ii^�'l I I ! I MEET THE REQUIREMENTS OF THE Y ZONE 1 DP 25 Proposed I I I I ll u I I I I I CODES OFco FZZ a� NEW PORK STATE. For all Horizontal Wall to Roof intersections, a N ZONE 2 DP 55 Install Lead Coated Copper Coil Flashing. N Renovation For all Sloped Wall to Roof Intersections, `" ZONE 3 DP 55 For Remove Existing Octagon Windows Install Lead Coated Copper Step Flashing. Zone Diagrams : & prepare Brick Opening for _ New Double Hun Window r � w For all Masonry Chimneys, Install Lead Coated Greg n ��g U"FDERI BITERS CERTIFICATE FJ,�j�,Existing Front a vat�o n � Copper Step Through Flashing ��' � - ? ' / QUr fl All Window Drip Caps to be White Aluminum. � , a Karas ,PLUMBING � ---a. � � 5 3 4 5 Ridge Vent ((typ.) ALL PLUMBING WASTE s s 2 — OCCUPANCY OR &WATER LINES NEED Exterior Trim Boards 3 + lC C 1 TESTING BEFORE COVERING + 3 + + 135 Soundview Drive Ridge Vent (typ.) USE IS UNLAWFULMaterial Gable s 5 Interior s 5 Orient, New York T All Exterior Trim Boards are to be 'Azek' or equal Wall ® Zone - ___ WITHOUT' Air-PROVEDS NOTED Edge � ` Perimeter - - - CERTIF ��.,� CERTIFICATE DATE. Zone ® Zone Town of Southold - OF OCCUPANCYDATE: B.P.# I�� A!1 Exterior Trim Boards are to be Glued as per r,�, manufacturer's recommendations at all joints. Suffolk Count FFE• tt _ �" �° Minimum Uniformly Distributed Live Loads : Table R301.5 y Remove & Replace All NOTIFY BUILVI'I ..;r-t ;"' AT Painting Great Room Fascia Boards w/ 765 1892 8 Ah.1 TO f+;-'�° FOR THE All Exterior Trim Boards are to be Pointed White. USE LIVE: LOAD DEAD LOAD New 1"x8" 'Azek' FOLLOUJING INSf EC1',ONS: Exterior Balconies 60 psf 10 psf Drawn By: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Decks 410 psf 10 psf ~Si A• Remove Existing Siding M.A.M. "� n n n 2. ROUGH - FRAMING & PLUM",B!NG at Dormers & Replace New 2 x4 0 16 oc Framed not Soffit , Passenger Vehicle Garages 50 psf as per plan e 3. INSULATION RETAIN STORM WATER RUNOFF (b w/ 'Azek' Trim Boards w/ dead Board Soffit set Parallel to wall 4• FINAL - CONISTRI C110N MUST PURSUANT TO CHAPTER 236 g P P Checked By: ' aM � N��, { ti t r ATTICS without Storage 10 psf 10 psf A22 I FM BE COMPLETE FC9 C.O. OF THE TOWN CODE. ATTICS with Storage 20 psf 10 psf >. T ALL CONSTRUCTION SHALL MEET THE g P P ew Ha f- ound Co er Gutter �._ . PP REQUIREMENTS OF THE CODES OF NEW ROOMS other than sleeping rooms 40 psf - New 'F n' Crown MouldingLD570-12 YORI< STATE. NOT RESPONSIBLE FOR `; 2 .-0 _ - � y° � DESIGN Sleeping Rooms 30 psf 10 psf N OR CONSTRUCTION ERRORS. ��Lt1 I I ! !I1 I I 1 11 11 1 1 1 f1 1i i i li lit, 11 1_1 1 , 1 1_ 1 ! LL i i I f1J1 i 1 1 11 1 !-i i 1 11 1 1 1 1 11 11-1_1 1 `1L-L » , 3" I ! i i I I i 1 ! I{i 1 i i! ' I i i! 1 i i III 1 i i+ ' I ' i -- ! I New 1 x8 Azek Frieze Board Stairs 40 psf 10 psf / L ' , ; + 1 , '� ' , I- at Great Room (4 exposure) Sheet Title: ! iJ i i—L I �1-!!1-_i i�, t Li _! [ _I�_�, !-1 i._i i 1 1 i I I i i_1.i_i _t i ,-I i _i i- , ,- i_.! I- I I i I, - s Guardrails and Handrails 200 psf 10 psf n n - - - - ! ! ; ; ( with Lead Coated Copp 0 p C p Board • • • F 12 psf for Attic Continuous 5/4 x4 'Azek Trim Boa L' I '„-l-_ -1-I_-1--1-1---1_-J- 1 I_1 1 1 -i i Il I 1 -1 I I_ I 1 SHEATHING • e a • - !� ��be l� i ! I 1 -0 "! - � Live - Ground Snow Load 20 psf ! New 5 4"x4" 'Azek' Casing • 15 psf for Cath. �• ��++ f(tYP) i I I I 1 , , 1 II / 9 II ��aE�Q�.7 I ! _ lil ! illil� Il I ,_, 1 j 1! h, ' I II N FUM ALLOWABLE DEFLECTION Table R301.7 Wrap garage door with `, '• - -,, ' �J1 lull ; Cultured Stone Watertable Structural Member Allowable Deflection Notes �' lai it P 9 9 1 1!i 1 1, 11 1 a0 END VIEW 5/4"x4" 'Azek' Trim Boards 1 1 1 I i , ; I ! ; 1 ; I( i . ; ; j j I 1 ' ; '' j ! .j! ��) �i �� FASTENERS ! !! 1' I ;� 1 • •' Rafters having slopes greater than 3/12 with rn L/180 -1_i t8" finished ceiling attached to rafters. DOUBLE Date: Job No. -- 1 '' ' - - - - - - - - - - - - - - - - - - - - Cultured Stone Veneer STARTER Interior Walls and Partitions H 180 Sept. 11,2008 08-28 COURSE Mfg: wens Coming _ __ _____ _ _ __IL Q / --- — T;- style: Bucks County Southern Ledgestone T Floors and Plastered ceilings L/360 Scale: File Name: o To be installed as per manufacturer ,• All other Structural Members L/240 As Noted 0828-Constrn A Continuous 5/4"x4" 'Azek' specifications Custom Garage Door � Exterior Wails with piaster or stucco finish H/360 to be selected by owner Trim Board at Window Sill PLAN VIEW Drawing No. o Exterior Wails - wind loads with brittle finishes L/240 - Right Elevation Exterior Walls - wind loads with flexible finishes L/120 cast Detail Detail of culturedt = 1/4" = 1'-O" of cedar siding stone watgrtable Note L=Span Length, H=Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the not to scaly not to scale Component and Cladding loads for the purpose of the determining deflection limits herein. GENERAL CONDITIONS in Air 1. All work shall conform to the 2007 Residential Code of New York State, MICHAEL local Building & Zoning Codes, and the New York State Energy MACRIlmillA Conservation Construction Code. Ail Codes shall supersede the drawings and shall be incorporated into the drawings, whether 5/4"x4" Typical Deck'g over Ripped they are indicated on the plans or not. R C H 1 i T E C ACQ Sleepers over E.P.D.M. Rubber 2. Contractor shall check and verify all dimensions, notes and conditions ' Roofing over Pitched 3/4" CDX at the site before any construction work is started. The Contractor Plywood Sheathing over Furring Strpis shall notify the Architect of any discrepancies or conflicts in the "(;", A.I.A. drawings and/or field conditions before starting the work. The discovery - of discrepancies after beginning the work shall be the full responsibility of the the Contractor to correct11FA d r ' r `_.: ----- ._ _ 3 Contractor shall locate & stake out all existing underground utilities prior ; ""• ' '3 to any excavation. The utilities shown an the plans are an approximate loco ion only. ---- Copper Gutter - -- - - PP 4. Contractor to be responsible for arranging all necessary permits and __ ----- ------- - _ = --- inspections, coons, including Certificate Of Occupancy (C.O.).1"x6" Fascia Board - tch raf _ _ 8o 0"f A.S.F. h Bm 1» 6» S v` -� -: - - 5. Written dimensions shall have precedence over scaled dimensions and larger - -- - .; x Soffit Board T � � --- - align with eave soffit �1 sale details 1a shall h precedence over smaller scale details/drawings. Drawings are not to be scaled. 'F ' 3-1/4" x 4" Crown Mld'g ' ij model # MLD572-16 1"xt 0" I I I _ 6. Any deviation from the Architect's drawings must be submitted to the o ., i I I -- Architect in writing for approval. Low Beam (see plan) !I 409 Lake Ave. Suite C x8» 7. Contractor shall be responsible for adequately bracing and protecting all -- r--a .- - - ( 3/4„ Half Round�� IIIIII! I a, work during construction against damage, breakage, collapse, distortion St.James, N.Y. 11780 each side and misalignment according to applicable codes, standards and good practice. _ Bottom of -- 8. All work shall be performed in a first class manner with all new materials. phone (631)686-6585 Wrapped Beam 1 Contractor shall provide all equipment, labor and materials necessary for fax (631)686-6786 _T e proper execution and timely completion of the work shall Contractor email MMacrina@optonline.net 1"x10" Saf I our be responsible for all materials and equipment stoned at the site. _ _ These plans are on instrument of service and are �_� II , „ I , I �; ; „ „ • : , ripped to8" ,. .;. __- .--__4_ •r _,_-__ -.i_;.__i__._._ _____. it it i. r -i -_. -- -_-_. 1, ' 1- - i _-{ !.f- » S. 9. All contractors and their subcontractors shall carry, insurance that will protect the exusive property of the architect_ I I�i ! ' 1 ! ,1 i-T 1 i I 11 T i 1 ;{ I , ! , , i , i I I i i , _ - - --- --- Ply. presented Infringements f then s _ _ ply 3 " i 4 the Owner and Architect from claims from damages for personal injuries, present on these draw drawings shall d be p Ideas �-_ ! I - { ?� I {? I�! -- including death, which may arise in connection with this project. to the fullest extent of the law. Copyright 2006: -� i _ - - - - - Ori aC Or 0 In emR Ctit C I �i� teti. `ill rlghced wig t the .- ,' _ - -- - rough„beam d Ar a an er and hb d harmless. part of M e i ns mly�� `_ 10 C tr t t ify t t d Owr► expressedavr pitten consent ofp the uarchitect u no Column Beyond 11. The Architect is not responsible for construction means, methods, techniques, sequences, procedures or for the safety precautions and programs in Key Plan e I I (see elevation) P 9 y �I - - I -_I-- connection with this project. V e Ct� n tt�ru new 12. All construction within the 110mph and the 120mphi three second wind speed 1=; l- - - - portico roof - front regions (Nassau & Suffolk Counties) shall be in conformity with the 'American 1 Forest & Paper Association (AF&AP) 2001 Wood Frome Construction Manual. T i r r 13. All contractors shall be licensed and insured as required. _ 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, and equipment prior to purchasing. All equipment and materials are to be installed per manufacturer's written specifications. 15. Contractor shall keep site dean and free of debris. �:_- _ - �/_- - f,_- - !r=- - !,_- - !/-- - J•-- ;'%_- - ;�;_- - - �;_- - - ;r;_- - !;_- - ;r; -- _ ;�,_- - ;:;_- ! ; ! ; ; ' 16. These drawings are the property of the Architect and shall not be used without his consent. Drawings shall not be used for issuing of a building permit unless signed & sealed by Michael Macrina Architect, p.c. r 17. Contractor to fallow all manufacturer's specifications, recommendations and . . ...> s�•• ,:a;..: :.:,...; ��. _ _.,. _.._, a u� ••:.a...,�.�,.. installation details on all products used in this projiect. Notify the Architect of any conflict between the plans and manufacturers specifications, recommendations and installation details prior to installation of product on Copper Gutter this project. Contractor shall be responsible for correction of any work that 2"x4" Cross Blocking prevents the correct installation of a specified product as shown on the 1"x6" Fascia Board _ For Ladder Framing drawings. 1"x6" Soffit Board 18. Contractor shall be responsible for adequately bracing and protecting all work Rear Elevation b Eltion north align with eave soffit 6� �--' `'-' '' during construction against damage, breakage, collapse, distortion and 'Fypon' 3-1/4" x 4" Crown Mld'g 6" misalignment according to applicable codes, standards and good practice. Revisions model # MLD572-16 19. Match all existing conditions as they relate to finishes, lighting, coursing, 4 dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 4" Half Round '"`'' ` " 1 x 5/8"x4" �Azek' Beadboard Cig. plumbing and ductwork that may be concealed in walls or ceilings being revised, 3 / 1 2 CDX Plywood to provide a complete job in all respects. each side 6 over / yw FRAMING 'Fypon' Crown Moulding 1. Minimum header size to be (2) 2x6 unless noted otherwise. 3-1/4" x 4" 2• All structural framing lumber shall have minimum extreme fiber "Ply, ply. model # MLD572-16 bending stress (Fib) of 850 pounds per square inch (P.S.L). 4 ply. 1 I 3. All exterior lumber and/or lumber in contact with masonry/concrete 52" 4�pTT y shall be pressure treated (o.c.q.) unless otherwise noted. 8" 4. All wood subfloors shall be 3/4' T&G 'AdvanTech' Subfloor to be rough beom v glued and nailed to joists. Install as per Mfg. specifications. C °' 5. All wood frame openings in floors, roofs, ceilings shall have a A_4 minimum double trimmer and header' framing unfless noted No. Date Description otherwise on plan. Section thru new portico roof - side 6. All wood frame wall openings shall have minimum double stud posts Project: 1-1!2"" = 1 '-O'" at each end. p 7. All hanging wood joists and rafters shall be supported with steel Proposed joist hangers. 8. When joist hangers & fasteners are in contact w/' o.c.q. lumber, Renovation use stainless steel joist hangers & fasteners only. For 9. All roof and wall sheathing shall be 1/2" CDX plywood. Paer Building Siding 10. All wood floor joists, and flat roof rafters spanning 111-0" or greater shall be provided w/ 1"x3' cross bridging at mid-span or at no greater than 6'-0` intervals. Greg Ca,roI - - __ -- �� 11. Provide Double all Floor Joists under All Parallel Walls Above. - - - - Oe�� 12 Install Steel Strapping at All Framing Members. (see detals) �� _ _- - � 13. All top plates in wood frame walls shall be doubted and overlap Roo Ing' N \u / with intersecting walls if possible. - - - -- -_ - _ - �\ / 14. Laminated Veneer Lumber to have a min_ of 2,850 (Fb) beading 135 Soundview Drive - - - _ 3 4 ac A .f stress and a min. of 1.9x106 (E) modulus of Elasticity. Orient, New York „ - - ' ---- /Ply. q <�o \~ 15. Lumber to be doug fir #2 or better, (min. fb=900, e = 1.5x10 ) 2 . Higher stress lumber such as s.y pine, etc. may be substituted for A-2 Ripped \\�„ doug fir. No spf lumber may be used except for sill, plates and studs. Town of Southold 2"x4" acq J 16. All shims under cellar girders to be steel only. _ Ll LJ Suffolk County _ Furring \ .. ELECTRICAL v 1 [i T_.i _ _ _ i- T-I i r y ;--;T ! 1? I! [ ! [ 1 i I[ ; t ± ! I [ ! ! ao�� \ \ 1. All electrical work shall conform to rules and regullations of the ,. ' i i `-`LI � /Joist \� \ �- /�/ National Electric Code, Residential Code of New York State, and ,-, ; ; ! i 1 � , : ; ,_• I , I : � - - - - �: I , �I � ��,; ;� I ,�; , , i' , ��, �-I� , . ,� / / �- �\ / State Board Of Fire Underwriters. _ _ a i i 1 ii i I i i 1 1 ; ; _ _ i 1 I I , ITiI -I ! i1 I i 11 ! I I 1T IT [ ! i Drawn By: _ - - - - - - - - - - - 2. The Electrical equipment and wiring shall be installed in accordance ,l `' i� il��ll - - - 1 ! ; ; it - - - - - - _--- Detail with chapters 33 42 of the residential code fctr new yaic state. M.A.M. r �. �a ,�1 � - - � - ' [ ' ! ! � ' ' � I I �- � 3 Electrical work o e ireUnderwriter's inspected andapproved. _- _ , Checked By: f o t b F , not to scale-; r i . �. _ _ _! _ ! I . I_ !- - 4. All electrical outlets in 'wet' areas to be round fault interrupter t" ;t, g P (G. I.) type. S.G. !, ! '' 1 1 it i i 1 i I ! i ! ! ! 1 1 ? ! ! I ' 1 1 .1 ! ! 1 ! I I 5. Carbon Monoxide Alarms shall be installed and located as per Sect. r` •I h' I , i ` i`s I ? . ; ; r i- ' , -rT-1-r' , ' I Single and Multiple-Station Smoke Alarms. � .� 2l I. _1 :-i� , '� -_ i T T 1T i , i _ ..-"'`t 1•••` - �T - ton smoke alarms shot( be installed ►n m ; a le tciale rr „ S and ul slat ;� th followin to tions• V 711 - - - - - - _ - - I {.' Iy a 1 In each sleeping room e LL�I I 52 2. Outside of each separate sleeping area in the immediate � I - _�I , I a�- _ i i III I ' I � i j ! i I I I I A I t: vicinity of the bedrooms. ■{■�/+� EM■C r, - js: a r, rill - j `r - /i ;r r, - /i !' r j/ a •r t /v r r - j r :r - r i - r - 'i v r, - J r - - - i• -. _ Fin. Dim. �!V� a■ ■V r +• s f; 'r +. s , s, y, :, ~s . t' 6 _1l_�-,__ _ T_L_._�_; 6 3. On each additional story of the dwelling, including basements Ai ; �yi , i ! ek to be rated - -- - P { e� 4 Thick Az and cellars but not including crawl spaces and uninhabitable attics 9 a In dwellings or dwelling units with split levels and without an �0��'C0 �®��''S intervening door between the adjacent levels, a smoke alarm Wrap Cultured Stone Over Existing Steps installed on the upper level shall suffice for the adjacent lower Existing Brick Chimney 1„ level provided that the lower level is less than one full story - Notes c o 4 below the upper level. •7 Left Elevation west LO 4 4 space When more than one smoke alarm is required to be installed within an fiz individual dwelling unit the alarm devices shall be iinterconnected in C 4"0" ACQ Post such a manner that the actuation of one alarm will activate all of the 1!4"' = 1'-O"" A-4 to be fastened alarms in the individual unit. The alarm shall be cilearly audible in all Date: Job No. IL to Floor Structure bedrooms over background noise levels with all intervening doors dosed. Sept. 11,2008 08-28 Shiplap & Glue joints All smoke alarms shall be listed and installed in accordance with the Detail provisions of this code and the household fire warning equipment Scale: File Name: of portico novel post provisions of NFPA 72. 1 Power Source. As Noted 0828-Constrn A :3 = 1 ' The required smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source, Drawing No. and when primary power is interrupted, shall receive power from a battery Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms - shall be permitted to be battery operated when installed in buildings without commercial power or in buildings that undergo alterations, repairs or additions regulated by Section R317.1.1. A 4 4 A A 4 A —1co NAILING SCHEDULE : Table 3-1 (W.F.C.M-) vent thru roof vent thru roof NOTE. This schedule does not include nailing for metal framing straps MICHAEL V V V V Roof L L (see section for strapping and requirements section for rough V opening framing requirements). All nailing is a general specification it applies unless noted otherwise. MACRINA r Joint Description of Nails Nail spacing DATfl #2 bATfl #1 No ' f-1 f_1ROOF CEILING FRAMING �2*0 ARCHITECT , Rafter to Top Plate (toe-nag) (3) 8d common Per Rafter 1_gent Ceiling Joist to Top Plate (toe-nag) (3) Sd common Per Joist vent vent P.C., A.I.A. -- ----------------- JL ---------------- Roof Oro 13ro vent Ceffing Joist to Parallel Rafter (face-non) (6) 16d common Each Lap vent l3ro vent vent Ceiling Joist lops over Partitions (face-naff) (2) 16d common Each Lop Lov. Lo Color lie to Rafter(face-Wan} (3) 8d common Each End Blocking to Rafter (toe-nail) (2) 8d common End Each Shower Shower Second Rr. was a Till. Rim Board to Rafter(end-nil) (2) common 16d Each End WALL FRAMING vi Top Plate to Top Plate (face-nog) (2) 16d common Per Foot ro 2*0 ............ 0 270 -------------------------------- waste waste waste VJTC4-" waste Top Plates at intersections (face-nog) (4) 16d common Joist-Each Side e 15ATJJ #5 Stud to Stud (face-nog) (2) 16d common 24" o.c. ❑ 0'tient -1 LALtMY A-go vet -2-0 Vent Header to Header(face-non) 16d common 16'oc. Along Edges 0 0 Z)TOCK ------ 4-3'0 Sol Stock Top of Bottom Plate to Stud (end-nol) (2) 16d common Per Stud 13� 0 Oro vent Oro ix" vent Lay. vent vent Sin vent Bottom Plate to Floor Joist Band Joist tao'to 2" 6" R.R. k 00 (2) 16d common Per Foot 4 W.C. End Joist, or Blocking (face-nal) ..........�t-------........------------------------- Shower yplco)*- WX 409 Lake Ave. Suite C FLOOR FRAMING 0 .1 We Frst Fir. I. ames, N.Y. 11780 2*X10"I Flat Slee r ---12 2"X10"Inat Sleep!r Joist to Siff Top Plate or Girder (toe-nag) (4) 8d common Per Joist 4'0 Remove Skylight Bridging to Joist (toe-nal) (2) Bd common Each End ro & Frame Closed te phone (631)686-6585 was waste Xf, 13ro waste waste Blocking to Joist (toe-nail) (2) ad common Each End ------- fax (631)686-6786 y 3*0 Waste Stock Blocking to Sill or Top Plate (toe-nag) (3) 16d common Each Block C.0 email MMacrina@optonfine.net ........................ Ledger Strip to Beam (face-nail) (3) l6d common Each Joist These plans are an instrument of service and are Joist to Ledger to ---------------- Ta Bearn (toe�nall) o) Per Joist the exclusive property of the architect 4*0 Band Joist to Joist (end nag) (3) 16d common Per Joist Infringements of the concepts and design ideas le presented on these drawings shall be prosecuted 0 Pitch a. "Ukw Band Joist to SRI or Top Plate (toe-nag) (2) 16d common Per Foot to the fullest extent of the low. Copyright 2006: T-1 4 _71 2 "AV� 04 in M *0 Waste to. Michael Macrina Architect. All rights reserved. no ROOF SHEATHING part of the plans may be reproduced without the Pitch as ,qttkw ---------- -------- 0% ____ _ - 1 House Trap X - -------------- 10 To ------------- expressed written consent of the architect Structural Panels(see zone diagram) CV b 487�R�R 4 A To Eitisting Interior Zone 8d common 12' o.c. 0 -"x -- -,/ I - Key Plan : 16"o Plumbing Riser Diagrcaim Sanitary System Perimeter Zone 9d common 6' ar- @ 4 16"bc ---------------------------- A nc:)t tc) ---------- .......__-U.A- ....... Cable Wall Edge Zone 8d common 4"oc. .............................................................................. --------- ................... .......... ................................ .......... ---------- ............ -- --- CEILING SHEATHING Gypsum Wallboard A Ed"if 5d coolers 17 16 Field 51-0. WALL SHEATHING K Structural Panels 18d common 6'Edge 12*Field y 36" Fascia Overhang 2W Outlookers 1P AW7 Gypsum Wallboard 5d coolers -r Edge 10'Field 2"x4" Outlookers I it) It On Front Side, Frame New Reverse 0 41, FLOOR SHEATHING (Subfloor) -Remove Existincg Mansard Roof @ 48"oc conwro� 0 48"oc - 0 Ct -3 Remove Existing Mansard Roof (2)2"x6* Hdr. ov ko 6aeo`l Plio" 0" to Structural Panels Gable Roof them Replace Mansard 1 V-67 On Front Side, Frame New Reverse AR21-2 0 . Va to Ile - I" or Less 81d common 6 Edge 12"Field Roof to Match Existing Gable Roof then Replace Mansard On% 1451 1 Greater than I" Sister 2"x6"x8ft Outriggers I 110d common 6'Edge 6"Field to each existing Rafters to Roof to Match Existing NOTE. Maximum wall height for 110/120 mph zone. exposure 8 & spacing 0 16' o.c. Roof Plan 1 6' c 10 :2 Is 14 feet, see plan for additional specification If applicable. extend overhang -0. opening framing requirements). 4 X C-4 0 1/49T C%J 6' " I C:) X t X CN *cq ctl `ri�Ql CN IX — (0 < 04 Install New 2"x4"@ 16"oc Flat Soffit Framing (2)2"x6" Hdr. (typical for great room) Revisions I , \ AR21-2 0 A A Cupola Plan 4 4 4 4 4 It V V V 1W 0S ill 1)f49* r % --Exist gi Opening Existin pe.ning P,00M o- TW241,42-3 TW2442-4,3 ez Contractior to verify I I I OPCATo Col ify Existing I I er__LZ\) Fireplace R.O. prioir to ordering R.O. prior to, ordering i( Skylite i Skylite i . ..... ----------------- Above A A V 4 V V CLOT % CLO-1 C-T Twin size No. Date Description ------------ --------------------------------- -------------------- --- --------------------- �J bed showm;: -------- Contractor to verify A-4 R.O. prior to tordering Project <? , Existing Steps S.D. S.D. M46TCP_ CID Ap Remove Existing Wood Floor Remove Doors & 0�5 11�1- I Proposed DLWOOM Verify if a 6'-11" Height C.M. q�.14o6 ':0 . & Replace with New Wood Fir. buv_oom -,Z Frame Closed S.D. ,�,- '�,V. 4 (species to be selected) will fit instead of 6'-8 0 Renovation saddle ',,,saddle -0- 0- -0 then use FWH29611AL 0 2 u 1� Remove Existing Bathroom Existing Steps For Cn )79 4) -0 ; " I > i �s Fixtures, Flooring & Walls C WA 'ZV 4- cli 0 0 CO 0- UOO/. I — 0 Shown & PreDare for new C3 0 C4- T_ it a Layout - 0 4:11 .4-- 0 42 (71 o-- C3 0 5P S.D. C CS16 queen-size Ekmoom -4- Greg Carol cu 0 11 bed shown C Contractor to verify Fixturfes, Flooring & Walls U fn� I C2:1 11, Rernowe Existing Bathroom 21 it __ I . 4 1 !1 h ,I Karwas __�k 1, Ift- I -A I=_ _1 i i R.O. prior to ordering Showni & Prepare for new MA Wil e Unen:,Closet M Fir. 1R" Layoult 40" to Existing Step Provide Two Recessed Lights - — -— - — - — - — - - 1— - — - — - — - — - — - 135 Sou vie Drive In Soffit over Roof Deck > bed showm:� Orient, New York I Tr Existing Opening E [5ATI] 15AT-0 1.51 1 Ref. Twin size gocc) #I He FWH Fro rn I� --' ; ; -11, , � t: : Remove Sill Fromin -Frame Closed 9 19 Existing Opening Town of Southold c_�Frame Closed 6068PALR Frame Closes C% Y^C 1_1� Z1. as required i . ; . ! i ! �4 C: .0 TW2442 A� : Suffolk County 1P D17 Contractor to verify \Remove Door 11 A (2)2"xl2" Hdr. (2)2"xl 2" Hdr. i I A R.O. prior to ordering V V 4 If TW21042-2 A-4 C1 ----- ------- -------- ------- TW21042-2 > - 5`Lvaoom 0 0 Drawn By: '�_,New Bracket Above Dormer & Window Window M.A.M. 4 AF C.M. & Replace with New Wood C, ng S.D. S.D. Remove Existing Remove Existing C,6 , of window & (typical) of window & Dormer & #4 flALL Remove Existing Tile Floor ridge above ridge above to 6 (species to be selected) Checked By: 0 0 L_ ave Above 5LT (typical) Dryer S.G. Line of E Ref. I )7� Br C (D _4_4 C"0 -5/4"x4" Mahogany Decking �0 0,04 Second Floor Plan with stainless steel fasteners 0.0 PLAN REFERENCE NOTES 01P-CIA -size 'Slop queen .9 Q, 4D a) I/,4w 36" Toll Railing bed shown ( 'E: `'.`: Sink CD LAutv_y V I/ A AB fil Custom Shower -1 V 0 �>s U) Sheet Title Enclosed w/ a tempered glass enclosure. -Custom Lead Pon _0 Remove Existing Bathroom- -8.0 -Secure the water supply riser from 0 E i Fixtures, Flooring & Walls Remove Linen Closet 00 0 the shower valve to the shower head 0 Shown & Replce with New F 0 Floo lans C:) E to the permanent structure. 0 -Shower to be equipped w/ 0, C,4 0 0 - -- ---- 2"x6' acq Nailer secured to studs w/ 1/2'0 x 4' long Lag Bolts w/washer Modified Opening Existing Opening pressure balance control valves. - Existing Opening 48 Nail��_ Schedule -Surround to be the .5 (j vanity A NOTES : LEGEND : W 0 TW2442-2 . ; 0 12*oc, stagge top & bottom TW2442 TW2442-2 AU i Contractor to verify Tile 7 Adjust M.O. as required Contractor to verify Fir. er Sill Framing Elec. R.O. prior to ordering 2] Rod & shelf R.O. prior to ordering WALL shower 11 -00. Low F 14*S.L I Panel 1. All Interior Trim Shall Consist Of The Following: BELOW ROOF "S.L" 11 Plumb'g Riser Ease- %"x5Y2" (1) Piece Colonial Base Moulding (5) 14* deep wood shelves spaced equally 12 '1 K> 91-2" 8' INDICATES ROOF PITCH LJ LJ LJ LJ T 11 LJ Casino- 1"x4* Poplar Flat Casing - —- — - — - — - — - — PW-T-,CO 11 L Date Job No.: LO 1 1 1 1 .1 0-* Rowlock Sill Sept. 11,2008 08-28 2. Windows Are To Recieve a -Y4" Stool & Apron Modified Opening -q- b I to match existing New Bracket Above INDICATES SEQUENCE 2*x6" FJ I I I I coo and Foundation 11 (typical) TW2442 1 1 -.4- 1 -illalse low beam each side Scale: File Name: Existing Concrete Sla (renovate existing) New 3. All Interior Doors Are To Be Solid Core Mosonite OF ROOF FRAMING 16"oc (6*) ---------------- --- Paint-Grade. Adjust M.O. as required Utilize 2"x6" Ladder As Noted 0828-Constm A Lower Sill Framing ------------ Line a ave Above INDICATES AREA OF - — - — - — - DOUBLE ROOF FRAMING (seealPoricoColumn (typical)4. All Trim, Mouldings, Windows, Doors, Etc, To Be elevation) Drawing No. : Painted White. First Floor Plan of Col. (2 total) Existing To Be Removed ---------- 1/,4" 1.-0.. 77 9,_ T T kr 1 waste I- ro 40t. X, Existing Walls to Remain A N, -(2) 1-3/4"x9-1/2" IvI Low Bm. A-4 New Framed Walls set top of beam at 8'-0* above house subfloor 2"x12" Ridge Board ," 3" MICHAEL 2"x8" Roof Rafters 0 16"oc 12 4 Overhang Ice & Water Shield from fascia to MACRIN"A 24" past inside face of wall 12 12 17= Roof Shingle ARCHITECI 10 10 `1 o `1 o " " ❑ - P.C., A.I.A. a Existing Rafters 2%12" Flat Valley Sleeper r- a 2-3/4 x1-3/8 Princeton m: = 12 io Empire Crown Moulding 00 _... 1"x6" Rake Board C14 Roof Rafter ❑ m Top of Second Fir. Top of Second Fir. W ' Wall Plate Wall Plate EJ � r � . P F.''`�;p° 5/4' Blocking41, ❑° 3/4" T&G Beaded o s1O�qi, Centerbeaded Soffit Bd. bEDwom E5aT4J bmwom Ma6TCR MA6TM 1-1/2" bead spacing #2 #2 #3 ( �aT117EDiZOON� ��'�h``` 1"x6" Frieze Board------, N 409 Lake Ave. ,Suite C r r 1 St.James, N.Y. 11780 Start Rafter From This Point phone (631)686-6585Typical Siding fax (631)686-6786 � to 7'-2" Above Second Flr. Plate Then Down to Existing Roof email MMacrina@optonline.net (typical each side) These plans are an instrument of service and are Detail the exclusive property of the architect. of new rake board Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2006: 3ww = I '-O" Michael Mocrino Architect. All rights reserved, no S e ct i o n to ru new gable roof Lead Coated Copper Spire port of the plans may be reproduced without the expressed written consent of the architect /to be selected 'i/4" _ 1 '-O" 12 " Key Plan. 2 x6 Roof Rafters @ 16"oc veriffy in field 1 (� 2"x4" Collar Ties 0 16"oc 2"x4" Outlookers ® 48"oc 7 Lead Coated Copper Standing Seam Roof over 1/2" CDX Ply. Sheathing 1 12 Crown Moulding n x , 1"x6" Trim Bd. 00 (2)2"x6" Header 77110 ---_- -__ " " 12 1 � " " 1 x6 Frieze Bd. { --_ 2 x8" Roof Rafters @ 16 oc to o _- I - —Window (see plan) S L Bead Board - - -- 2"x10" Flat Sleeper Soffit - = i 1"x3" Trim Bd. at sill i ,�-5/4" ,Azek, Sheet Material to -- ! Existing Ridge Board 2"x6" Stud Wall er -- i � Remove Existing � ® 16"oc (2)2"x6" Head Roof Sheathing for Ventilation - 2"x8" Sleeper & Access E�eC ek/st�n9 rO°f ikeOutriggers to °ot °��et 2"x4" Cross of ex. ridge existi� I r t° rExisting Brace 0 32 oc New window i K) _ goo Arm °fter (see front elev.) e,��5i�o9 e�sti�o9 roof Revisions ! 3'-0" X 2'-6" 2'-6" r°fter J Overhang c , I I i F Ro��e 5-0" /-�p,C�9� i Sister 2"x6"x8ft Outriggers � TTic to each existing Rafters to\ S� I existing ceiling joists extend overhang existing ceiling joists j2"x4" Soffit Framing i New Header (see plan)—New New Header (see plan) New Gutter ( f SIMPSON STRONG-TIE br — 1"x6" Fascia Board 'CSr e Coil Strap " " �� _ _- ' 'o/ over every rafter over 2x6 Sub-Fascia New Bracket , �I -__ - = _ # BKT30X30 (3) 8d Nails /(3) 8d Nails Bead Board Soffit Set Center of Bracket New Wind (see plan) Tempered Glass �II( __ _ __ 8" from Side Fascia Shower Enclosure Bead Board 'I -- - No. Date Description " Soffit New Door see Ian RIDGE Project III --- -- ( plan) BOARD LK 36 Tall Railing --- - u-P-00MflAL-L Ln( it === =LProposed #2 -- _-_--- #3 L ROOF ROOF (I =- _ - -_ _ - - RAFTER RAFTER Renovation For 4 ; I Line of Shingle Flair Behind Rafter to Rafter __- _- Connection Detain -+ _-_= 2"x12" Nailer IGrey & Caro_ Cut Radius from � _ - I x LU Install a Lead-Coated 2"x12" ® 16"oc ------_ / - , , �A_Copper Pan under Daor (4) 8d Nails = o ----- 1 teco� r � � rafter 135 Soundview Drive 14'Fypon' 3-1/4" x 4" Crown Mid'g A-2 I - -- --__.____-______--_:_ 2"xfi" Ledger o 'Simpson' H2.5 A Orient, New York model # MLD572-16 � � Remove Existing Brick - as Necessary for Deck 1"x 'Azek' Frieze Board Attachment a ptQ� own of Southold Bottom to align with - / o 0 porch beam a Suffolk County 0 New Window New Door (4) ° (see plan) (see plan) 8d Nails a SIMPSON STRONG-TIE ° Drawn By: t7 A 'CS20' Coil Strop oo M.A.M. over every stud (4) 8d Nails ''� °" Checked By: CL t r S.G. Rafter to Plate to Stud Connection Detail Existing Brick Veneer 1/7 Sheet Title: t V ENxisting Porch Slabki �+ -- - (4) 8d Nails plate Sect i„is Existing Porch Foundation - Details header I CR��VL �RA�VL (4) 8d Nails SIMPSON STRONG-TIE Date: Job No. ..)P4cL �P�G� 'C Coil Strap TUI overer every jack stud Sept. 11,2008 08-28 aScale: File Name: m As Noted 0828-Constrn A c Drawing No. : Plate to Header to Stud Connection Detail Section tt,tru new gable roof Section thru new portiico a cupola ,t 1/2.. - 1 .-O..