Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
37054-Z
�OD�UFFOL,I.coGy� Town of Southold Annex 5/14/2013 P.O.Box 1179 C 3 54375 Main Road o 4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36239 Date: 5/14/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1600 Pine Tree Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 98.4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/5/2012 pursuant to which Building Permit No. 37054 _ dated 3/9/2012 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, covered porch addition and garage addition to an existing one family dwelling as applied for per ZBA#6518, dated 12/15/11. The certificate is issued to Burger,Matthew (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37054 5/2/13 PLUMBERS CERTIFICATION DATED 4/24/13 George Berry A sized Signat e �g�fF TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37054 Date: 3/9/2012 Permission is hereby granted to: Burger, Matthew 35 Morton St New York, NY 10014 To: construct alterations & porch & garage additions per ZBA decision #6518 as applied for i At premises located at: 1600 Pine Tree Rd, Cutcliogue SCTM # 473889 Sec/Block/Lot# 98.-1-19 Pursuant to application dated 3/5/2012 and approved by the Building Inspector. To expire on 9/8/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $710.00 CO -ADDITION TO DWELLING $50.00 Total: $760.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL,. 76S-1802 APPLICATION FOR CERTIFIC4A.TE 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 2110 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(priar 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. Certif cafe 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-r Commercial$15-00 Date. VA&/ZC A /Lt 44V yL__ . New Construction: Old or Pre-existing Building: ' (check one) Location of Property: ' IG.lJ More, lle-E-6 P/qlr!�,' House No. Street Hamlet Owner or Owners of Property-: / LsY�JI2.Fd:i� Suffolk County Tax Map No 1000,Section J z7 Block O I Lot Subdivision �JWr" rhq%y , p Filed Map. Lot: Permit No. Date of Permit. Applicant; ,kttGYZI(,�, Health Dept.Approval: Underwriter's Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signa s�EFot� Town Hall Annex ��p�0 COy Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 y�jpl �,�p� roger.richert(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Burger Address: 1600 Pine Tree Road City: Cutchogue St: NY Zip: 11935 Building Permit#: 37054 Section: 98 Block: 1 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor x 1st Floor x Pool New Renovation x 2nd Floor Hot Tub Addition Survey Attic Garage x INVENTORY Service 1 ph Heat oil Duplec Recpt 38 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 11 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 2 Recessed Fixtures 15 CO Detectors 1 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Fc] Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Ll Other Equipment: 3-exhaust fans, 3-paddle fans, 45ft lighting track Notes: Inspector Signature: Date: May 2 2013 Electrical Certificate.xls D EE E t 1 MAY - 6 2013 ®�SufFotj�o BLOG.DEPT. TOWN OF SOUTHOLD G S Fax(631)765-9502 Town Hall,53095 Main Road A Telephone(631)765-1802 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: I l 76 Building Permit No. b `4 Owner: "A yl EkE;vO v (please print) Plumber: --) £o v— e-- (please print) I certify that the solder used in the water supply system-contains less than 2/10 of 1% lead. ((Plumb igna e) Sworn to before me this J 20 !� day of - VICKI L.LOPER Notary Public,State,of New York No.01L06070081 Commission in Suff onnivO,lL� Commission Expires !!77 Notary Public, t 1 K County 3 ,70 pF SO(/j�olo ��y�UUHi`l,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . . [ ] FOUNDATION 1ST [ ] ROUGH PI.BG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING/STRAPPING [ - INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALROUGH) [ ] ELECTRICAL (FINAL) RE ARKSlvz r 1 DATE 14A3J INSPECTOR r � , 3 70 oF so�ryo - - cOUNiY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ (FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE INSPECTOR L�� OG SO(/lyolo • aQ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG.' [ ] FOUNDATION 2ND [ ] IN ATI [ ] FRAMING/STRAPPING [ FIN �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 2 INSPECTOR OF SOUry�� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: DATE f 3 INSPECTOR �� o��OF SOUjyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION � � [ FRAMING RAPPING [ ] FINAL FIREPLACE A CHIMNEY FIRE SAFETY INSPECTION [ ] [ ] ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ��� W X- DATE INSPECTOR OE SOUlyOlo Q� courm, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [e ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTO -' �� l OF SO(/T�olo cou TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPEC P [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F IJNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [D] ELECTRICAL (FINAL) REMARKS: /-lz.,A) 7 2. r= DATE 4/0" INSPECTOR i OF SOUTyoI , cOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI _N [ ] FOUNDATION 1ST [ ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(RO GH) [ ] ELECTRICAL (FINAL) REMARKS: c2. c4v DATE INSPECTOR g oF so�lyo coUHiY,� TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C DATE INSPECTOR � a i 91 / 1 61 , ME I l a� TOWN()F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST B(ALDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. p`; 91 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 10'j Single&Separate Stone-Water Assessment Form Contact: Approved 20 P) Mail to: 'J� Disapproved a/c - LANt.1, Phone:(W) -[54-SS'55; IA-14o Expiration 2013_ Building Inspector APPLICATION FOR BUILDING PERMIT Date KA96* 2 , 20 �2 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 connnenced 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 inonths. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE.to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) E. _"L-c IRmi•sc�> 6tajAW -.& n Q, tJ 4. t 1140 (Mailing address of applicant) State whether applicant is owner, lessee, agen Carchitect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 11A49_&L6R �►.Tb��2fa( mot Plumbers License No. Electricians License No. 1. L1orcatt1i6h bf l'aii J on.which_p'o�ooseed work will be done: _"'�Iousewu'mger street Hamlet County Tax Map No. 1000 Section 1 Block OI Lot �� Subdivision�yO"AA Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SIN(qW fdbw Vl� t>W�xQ b. Intended use and occupancy rhtA1 Uj J?WO,(4Q i, 3. Nature of work (check which applicable): New Building Addition X Alteration x Repair Removal Demolition Other Work (Description) 4. Estimated Cost > rJ��.-�. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling uts I Number of dwelling units on each floor If garage, number of cars ►2 6:, If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '49.9 Rear Depth V',3 Height �4' �� Number of Stories t � Dimensions of same structure with alterations or additions: Front Rear Depth 141 V Height I�-' ) Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front it � Rear ! Depth 10. Date of Purchase t&A . (L:;'tl Name of Former Owner 11. Zone or use district in which premises are situated K 4 O 12. Does proposed construction violate any zoning law, ordinance or regulation? YESK NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES X NO 35 hro Zfi. MT-8 14. Names of Owner of premises Mkf'CIcC� gUKko?.Address Ny.Ny• lool� Phone NoM 14)43°1-'3231 Name of Architect C*UU►G WV6eR-- Address ,rim wnr.tu�i►�-ehone No LW `154-5555 Name of Contractor N12fow4l, NS' CODeg0r&0^1 Address po. 6,pny-934 Phone No. 631 i3 —52 cusu-w4ur�,W.y. 1►9,:�5 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 ) ky�D being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is they!% (Contractor, Agent, rporate 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 a plication; that all statements contained in this application are true to the best of his knowledge and beliel7ana LgiffigisS. AN performed in the manner set forth in the application filed therewith. Notiry public-State of New Yorke NO.p18118228030 to Sworn before me this Qualified in Suffolko day of l�lC,a�C.P� 20 My Commisslon Expires ''-1 U Notary.Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: August 19, 2011 TO: Matthew Burger 35 Morton St. Apt 8 New York, N.Y. 10014 Please take notice that your application dated August 15, 2011 For a permit for a garage addition to a single family dwelling at Location of property: 1600 Pine Tree Road, Cutchogue,NY County Tax Map No. 1000 - Section 98 Block 1 Lot 19 Is returned herewith and disapproved on the following grounds: The garage addition on a non-conforming approx. 20,400 sq. ft. parcel with two front yards, 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." Lots measuring between 20,000 & 39,999 shall have a minimum front yard setback of 40' feet. The proposed survey, indicates one front yard setback of approximately 10'. Authorized Signature - BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson *Vjf So(/ryQl 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �'0 �� 54375 Main Road(at Youngs Avenue) Ken Schneider �yCQUNTY,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15,2011 ZBA FILE: #6518 NAME OF APPLICANT:Matthew J. Burger PROPERTY LOCATION: 1600 Pine Tree Rd. (corner Pine Tree Rd.), Cutchogue,NY SCTM#1000-98-1-19 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 II 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 dated October 25, 2011 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, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is improved with a one story single family dwelling and accessory shed. It contains 20,777 sq. ft. with 227.10 feet of frontage on Pine Tree Road,95.59 feet of frontage on Pine Tree Road, 200.21 feet along the southern property line and 90.00 along the western property line as shown on the survey dated October 3,2011 prepared by Nathan Taft Corwin I11,LS. .BASIS OF APPLICATION: Request for Variance from Article XXIII Code Section 280-124 and the Building Inspector's August 19, 2011 Notice of Disapproval based on an application for a building permit to a garage addition to existing single family dwelling at; 1)front yard setback of less than the code required 40 feet. RELIEF REQUESTED: Applicant is requesting a variance to construct a garage addition 24 feet by 30 feet to the single family dwelling with an eleven foot setback from the front property line where the code requires 40 feet. ADDITIONAL INFORMATION: During the Public Hearing the applicant was asked to bring the addition into more conformity with the code. The applicant agreed to reduce the size of the garage addition to 20 feet by 30 feet, thereby increasing the proposed front yard setback from 11 feet to 15 feet. Additionally there were two letters received from neighbors in support of the application. At the Public Hearing a neighbor spoke in objection to the proximity of the proposed garage to the road. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2011, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: i i �. Page 2 of 3—December 15,2011 ZBA File#6518-Burger CTM: 1000-98-1-19 1. Town Law &267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing dwelling is in a state of disrepair, the applicant is proposing to update the dwelling and add an attached garage, which is a common addition in this neighborhood. The proposed garage addition is sited at the existing driveway. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is located on a corner which creates two front yards. The existing dwelling is located 34.6 feet and 52.8 feet from both front property lines. Any location of the garage addition would require a variance. Construction of an accessory garage in a more conforming location would require cutting numerous large trees and placing the garage in the only functional rear yard on the subject property The layout of the interior of the existing dwelling dictates the logical location of the proposed attached garage. i I 3. Town Law §267-b(3)(b)(3). The alternative relief granted herein of a 14.9 ft. front yard setback is mathematically substantial, representing a 62.5% variance request. However, there is 19 foot shoulder from the property line to the existing street so that the proposed front yard setback for the attached garage appears to be approximately 34 feet to the edge of the road pavement. I 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. To reduce potential storm hazards to the existing dwelling and to improve visibility for oncoming cars driving around �. the bend on Pine Tree Road, the applicant has cut down many diseased trees on the subject property that caused blind spots. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the - Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of alternative relief, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a garage addition to this existing dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Dinizio, and duly carried,to DENY, the variance as applied for, and shown on the survey dated October 3, 2011 prepared by Nathan Taft Corwin III,LS., and I GRANT, Alternative Relief, for a 14.9 foot front yard setback and a 20 ft. x 30 ft. attached garage as shown on the amended survey prepared by Nathan Taft Corwin, III, LS dated revised December 5, 2011 and architectural drawings; page 1 titled site plan and page 2 titled garage/porch addition prepared by Frederick Weber, RA, dated Rev. December 5, 2011. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the 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. This action 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. Page 3 of 3—December 15,2011 ZBA File#6518-Burger CTM: 1000-98-1-19 Vote of the Board: Ayes:Members Weisman (Chairperson), Goehringer, Dinizio, Horning. Nay:Member Schneider. This Resolution was duly adopted(4-1). Leslie Kanes Weisman, Chairperson Approved for filing ' / /2011 r Town of Southold: Erosion, Sedimentation & Storm-Water Run-off. � g ASSESSMENT FORM , v PROPERTY LOCATION: s.QT.1W_r3: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A' 0127 I STORM-WATER,GRIWING.,DRAINAGE AND EROSION C NTROL PLAN ter c �ewon =clot—�— of CERTIFIED BY A DESIGN PROFESSI AL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT' Yes No a. What Is the Total Area of the Project Parcels? Will�� _ (Include Total Area of all Parcels located within �1,.•-�.,�.� Generated �.�Retain(n faq on Sloe? the Stxrpe of Work for Proposed Consbl>dion) )(�./�) ���ship ir>f�tlde aIl)'urwfl created by site b. What is the Ground Area of Land Clearing clearing mnrl/v corAlluc ion ackles.as well as all D and/or ground Disturbance for the proposed W� $ Site improvements and the permanent creation of Construction activity? impervlousaudaces.) • (3F.fAares) PROVIDE BRIEF PROJECT DESCRIPTION I—ia Amftw Pay_as N_d� 2 Does the Site Plan and/or Survey Shore All proposed Drainage Sbvclums Indicating Size a Location?This Item•shallin"a all Proposed Grade Changes and - — / 171��aN C,J�rtt Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion T� and sediment control practices that will be used to I s\ control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. Q Will I*Project Require any Land Filling,Grading dr ! Excavation where there Is a change to the Natural Existing Grade Imrolving more than 200 Cubic Yards of Material within-any Parcel? x 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand El (5,000 S.F.)Square Feet ofGround Surface? '6 Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(1001 feet of a Welland or D Submission of a SWPPP Is required for all Construction activities Involving soli Beach? disturbances of one 11)or more acres;including disturbances of less tharen one acre that ,�' Will there be Site preparation on Existing Grade Slopes i a part of larger common plan that will ultimately disturb one more acres of land; D i Including Coo nstruction activities involving soil disturbances of lesss Rise to c Which Exceed Fifteen(15)feet of Vertical than one(1)acre where i the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? (SIMPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Wi I'Dnveways,Parking Areas or other Impervious ` for Storm Water bischarges from Construction activity-Permit No.GP-040401.) Surfaces be Sloped to Direct Stomp-Water Run-Off �/ f J.The SWPPP shall be prepared prior to the submittal of the Not.The NOI shall be into and/or in the tlirection of a Town right-of-way? ^ 'submitted to the Department prior to the commencement of construction aetivity- 2.The SWPPP shag describe the erosion and sediment control practices-and where 9 Will this Project Require the Placement of Material, requM,.post-construction storm water management practices that will be used andior Removal of Vegetation.and/or the Construction of any constructed to reduce the pollutants In storm water discharges and to assure ay or Road Shoulder W �[ compliance with the terms and conditions of this perm In adddfon,the SWPPP.sha1 Item Within the Town Ri 9ht-ot= — ` i kienb7y.potential sources of pollution which may reasonably be expected t0 affect the Area?(rhb item wntNar Intrude q�hrsAllatlon of edveway Aproral qualityof storm water disetiarges_ NOTE If Arty Answer to Que d*3.one trough Nine is Answered with a Check Mark 3.AA SWPPPs that require the post•eonsbudton storm water management practice in a Box and the cot On site disturbance is between 5,000•S.F.&1 Acre in area. I component shall be prepared by a qualiRed Design Professional Licensed in Newyork a Storm-Water Grading,Drainage a Erosion Control Plan is Required by the Town of ` that b knamAedgeable in the principles and practices of Storm Water Management Southold and ithtst be Submitted for Review Prior to Issuance of Any Building Perr MOTE 11ChedtMade(/)ardrarMswei1or02chquestionhRequtredfaraComplebApprcauem) r - S1 A1E OF NEW YORK, COUN717Y OF... �L� �1:2.I. .............SS i 1Iat�,... �: R• Wta� `" ............being drily sworn deposes and says...fining Document)end) . caps ys that he/she is the applicant for Permit, (Name of krdvidual signing Docirrnent �.. i And that he/she is the .....�i�_,.�,,,,/ ✓�� �' f (Owilei Contractor Ageer;L Cor mte Oihcef eiaj».••••..».•.••••.•.•.•..»...•»..•..•••....•..»•.•».~». 1 Owner and/or representative of the 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 belie and that the work will be performed in the manner set forth in the application filed herewith_ Sworn to before me this; day of.... ...............20J.c*;LJLk Notary Public: ............... .... ......... ............... St ature of Applicant) FORM - 06110 SMAII DOMES BUCHANAN Notary Public-State-of.New York- N0.ptBU62200'04. Qualified In Sit tfoi�C;, tin My Cof6mis*#6 Was�,1 pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road max 1631)765-95j2 J P.O.Box 1179 Q roger.richert(cytown.southo d.ny.us I Southold,M'11971-0959 O OOUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: lz4 Company Name: F C I Name: - License No.: 1�_ 7C9 ►-0. Address: Po , QoJc c-2 /� �'o 0V�6 Q AJ Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: 2!??A -'r Rev?<;6z Address: /6r00 R M/-e �l�g wO.Qf� C Ll-,oCoJE *Cross Street: .4 ;J G,A N *Phone No.: Permit No.: b Tax Map District: 1000 Section: 19F Block:�_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1, a-7-lo AJ (Please Circle All That Apply) *Is job ready for inspection: YES NO - Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 , 200 300 350 400 Other *New Service: Re-connect Under ro d Number of Meters Change of Service OVV ead� Additional Inf f I tii: �] [ PAYMENT DUE WITH APPLICATION o JUL 2 0 2012 82-Request for[nsp(acLi�on Forg1 DG.DEPT. TOVdN OF SOUTHOLD �Q U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB NO. 1660.0008 Nauonol Flood Insumacc Pmgmm IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE At. Building Owner's Name f��r✓� Polley Number: A2. Building Street Address(includi Apt.,Unit Suite,an or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: "n Z. F' �. City tt State r J ZIP Code A3. Property Description(L„ and Block numbers,Tax Parcel Number,Legal Description,eta) +G n• J G7- � p�- f A4. Building Use(e.g.,Residential,Non-Residgn1lal, dditlon,Accessory,etc. A5. Latitude/Longitude:Lat. �"01 16. N Long.. �Z L7�2v.J- I✓ Horizontal Datum: ❑NAD 1927 OAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number L A8, For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure ��U�s) J�I¢�`sq ft a) Square footage of attached garage sq It b) Number of permanent flood openings In the crawlspace o b) Number of permanent flood ope or enclosure(s) nings in the attached garage within 1.0 foot above adjacent grade . within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b a sq in c) Total net area of flood openings in A9.b ---u--sq in d) Engineered flood openings? ❑Yes ®No d) Engineered flood openings? ❑Yes [ZNo SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81. NFIP C!pmunity Name&Community umber B2.County Name B3.St to ou S at�� a, .li e B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ 88.Flood Zone(s) B9.Base Flood Elevations)(Zone Revised Date V AD,uge base flood depth) 361v3c-d16�1 1 S�p� ZS 20,; mA e'- B10.Indicate the sourc of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9; ElFIS Profile ()FIRM ❑Community Determined ❑Other/Source: 811.Indicate elevation datum used for BFE in Item 69: ❑NGVO 1929 J�fNAVD 1988 * ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or.Otherwise Protected Area(OPA)? ❑Yes a No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED), C1. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* kFinished Construction *A new Elevation Certificate will be required when construction of the building is complete, C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,VI-V30,V(with BFE),AR,AR/A,AR/AE,AR/Ai-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified In Item A7.in Puerto Rico only,enter me ers. 1 Benchmark Utilized:-- G-P-S Vertical Datum: r��V 1 5�v v Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 eNAVO 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. �Z � Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) Prfeet ❑meters b) Top of the next higher floor 2 C� 3 1(�feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) feet ❑meters d) Attached garage(top of slab) Z- (Meet ❑meters e) Lowest elevation of machinery or equipment servicing the building ��.�- [K)feet ❑meters (Describe type of equipment and location in Comments) /`� f) Lowest adjacent(finished)grade next to building(LAG) �c� . [S'(eet ❑meters g) Highest adjacent(finished)grade next to building(HAG) b [Tfeet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including �`.� ._ (Meet ❑meters structural support SECTION D-SURVEYOR,ENGINEER,,OR ARCHITECT CERTIFICATION This certlflcation is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information.i certify that the Information an this Certificate represents my best efforts to Interpret the data available. orlye. i understand that any false statement may be punishable by line or imprisonment under 18 U.S.Code,Section 1001. ❑Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑Check here If attachments. licensed land surveyor? ) Yes ❑No Certifier Name LAC !7 License Number i v `o L Title C mpe Name LCJA i o t- tW Gor,.iln L��� S,,�J t: or _ ER Address / C State 21P Code a 0 3o es Oorf ,,,/ signature Date elephone `fir i �" 7.c/ L _ 2-090 FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation, Replaces all previous editions. i L ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt,Unit Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: it C1U City �• rL Stat)eo ZIP Code. (/ Company NAIC Number: C 7 J J�i /✓!/Vv t El I� I If �J SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments I 1,. rr �r� •�Il 7� 's / i G9l+GI�Ci t'2 Jn c S 2/e , a 4��c rir�C�,f�/4T„�Lri�- I Signature Date SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQU ED) FOR ZONE AO AND ZONE A(WI H(%T BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). ;! a)Top of bottom floor(including basement,crawlspace,or enclosure)is [-]feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)Is ❑feet ❑meters ❑above or ❑below the LAG. 'I E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only: if no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Name ; Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION (OPTIONAL) { The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect I who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) I G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AD. I' G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. I' !' G4. Permit Number G5• Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued { G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum I G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum I Local Official's Name Title e Community Name Telephone Signature Date Comments I ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE,page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding Irgormation from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No,)or PO.Route and Box No. POIceyNumber. city State ZIP Code 6 -rrilno Me, � ? / Company NAIL Numbe3r: J.S If submitting more photographs than will fit on the preceding page,affix the addltional photographs below. Identify all photographs with: date taken; 'Front View"and"Rear View";and,if required,"Right Side View"and"Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. �t }' r t e r; •�i''s roll ,��■I�■�',a � �� t:f�MrRrr"! ;kt! • �I 1 d FEMA Form 086-033(Revised 7/12) RPni;wPc all nravinimc AiN— ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPDRTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. ce City / State ZIP Code G C;WWnv NAIL Number✓TL�� rU irk II `I ?� If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the Instructions for Item A6. Identify all photographs with date taken; 'Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. In 1111 // IM. Nil�t iIII11��E.� IIIIII� iilti� llll ( �Iii1111tu � x j� 1, I. M I t 1 i 1 FEMA Form 086-0.33(Revised 7/12) I Continuation Page Por Insurance Company Use; Building Street Address(including Apt.,Unit,/Suite,and/or Bldg:No.)or P.O.Route and Box No. Policy Number goo City G r J State l ) ZIP Code �nyNAlcNumber C. /"E tk bo-('h"% Iv s 4 1145 c, !o,/ti)f T �Oo/ ��GJtifl�� _oB{- 1('2-23 4. Ile, 2LJ�✓�Uc� /c{.,�[ Flo; I.✓t.�/ ( 044/ h,ve- 6uT .y�r Pill✓4fi/0�+.� !��- 1�..J '4 y^ �4- bl-Sij4,�y. T i/^ez, I•S Gn pry:/ �•{J fl��`� 'G-.� f�,� zl�,�r(�i4 �it`�;� ��n�� �'►��1- G,aS � b��`for,,, ��e /��i�.-, of Poch,, �� 1�^2 I��fO�,y 'S 02 I%. H46 G rl y vz,Q j'e, 2 re✓s i i i i i I I I • I t I I I t I 1 I j L , SURVEY OF p ° LOT 26 & P/O LOT 27 ..e MAP OF Y °.:D D.°�, °D. •!/� .. ..o,• _ NASSAU FARMS ' p FILE No. 1 179 FILED MARCH 28, 1935 D .° p ° °D .•p' SITUATE PECONIC TOWN OF SOUTHOLD 111.y ;_ . . . . °° •. / SUFFOLK COUNTY, NEW YORK ��s• : ° o • .. D. :° °`�� �1 e ��:� S.C. TAX No. 1000-98-01 — 19 M D• PP'� SCALE 1 "=20' OCTOBER 3, 2011 / DECEMBER 5, 2011 REVISED PROPOSED GARAGE Y lox \ ....... :;; :; :'.::•;,;:...: :�rNS .: o�� p AREA — 20,77 q. :... � 0.477 ac. :..........�P ��o�± :::::: . :........ ,... / \ P: e Dp ..................................................... O?o \ 6•. G o0 BR \tAG MOPNLO O p jo i Dao coolie, n N Q p G0� p r O UIA � o. 52.0/ e°SCONE °D 022 Z LT ! ° n p Q / p0/ � , • > SFoNI�, moo �V1 � FENGE o1 , ? CSC PREPARED IN AC THE MINIMUM ° 20`� r,Zn ENGE NGE 1 `-no O, STANDARDS F A STABLISHED K 23$ B�oGK 2� f02N• �\� BY THE L.I. 1 DOPTED ° 6PpN0 GONG' SP l�oo• v �' O, TITLE FOR SUC AS CIA �r` C LAND HEWER y o / SNE S FENGE C oVER 4AND S 1?I / CD a / / Q�FQTTgE' ELL N.Y.S. Lic. No. 50467 Lo ,{AS C• CQTTty TOATHISOSURVEY IS ATVOLATION ODFTION Nathan Taft Corwin III o ,SQ �. SECTION 7209 OF THE NEW YORK STATE • � ,� � y2n TK ANE EDUCATION LAW. Land Surveyor N N y J a�o & J COPIES OF THIS SURVEY MAP NOT BEARING L OR 00 �� 0� �? �� EMBOSSED SEAL STHE LAND HALL INOT DBEECONSIDERED 5- 0G Q° �C�� �O r�� TO BE A VALID TRUE COPY. J� C 6U J LQ� CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 7 �IQ ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES, LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 FREDEOCK ROBERT WEBER Q CbOTECT EXISTING CONSTRUCTION ADDITION B A4 20'-0" - " " 3'-O" 3'-2I/2" 1'-'1I/2" V-2" 3'-O" 32-0 I 6 New Can (levered Bags �� R.O. R.O. (1)n n 4 I/ " 3'-8" 4 1/2` Under E sting Roof Ovhg. 2" 3'-8" 4 2" u Remove Existing 111 Sliding Door t 5 1/2" L'-O' 5 I/ 2'-2V 4'-5" H 2'-2" T-3 1/ " Replace w/ T3'-5" 3'_2- 3'-2" 9'-10 I/2" 2'-2" 4'-5'� 2' 2" ----------- --... - --------------- ro - 0 Specrfied Windows _-��-----.RQ^----R-Q----Rema�re-�4E----Reaing Fxlatln4---- -- --- -� -- Iidrng Doo 0 --- OG �_-- - -------------,--------- ^ -------Leaded Leder ® ® Unit, Patch �, 1 -�`- lTyp.) 1 lTyp.) p New (2) 9 I/2" LVL lBalF- ' New (2) 9 1/2" LVL New l2) 9 I/2" LVL 'New i23 9 I/2" LVL O _ ___ 44 ===-5--------may =— =az�s - -------- - ---- _ = _- 1 11 I O _ ( ----=Remove -- Wall 115ITT— 0 � : �' S IIIIIIII '' '' I I i 1 1�R�rmove Wo�d �. Rem xlsUng ��'. 1 Work Bench " 1l1J N W SC U O�3'- 4, I I 11 28'-10• Stoove t Stbrll) Wind s 1 1 ' • _----- 1 II ��' I Lt i i ,11 1• New Truys?es Qty. (3): i� -- __-- I 1 �''•. I 1 Unit Model tx R.O. Area Egres Existing 2) SM0 Clg. Ties ----- I I Utdlty �.,� 1 = OPng t i t• Thru Bolted w 1 i t Snk r I ' BR 2 New Door, i i t I Exls in I4x8 Rafters II �.I{ I I � i O 1 t`A ADH3248 3'-2"x 4'-8" 5•3 Yes t Fit 1 i n w 4�rG King Post tng i ®n 10 o F g g t 1 % t kY --- Detthil for Bolt M 0 " " -N 1 Flat e h g t Shelf ,%' OiOM a I I I I B ADH21048 2-10 x 4 -8 No I Irew G M Slze t 'acing) I1 ` ' I " 1 i I I { Remove t 'a h %\'.New 2x10 C.J., 16 oc 1��I �_ - o Oak I ) N oa Flo-r Remove Existing New , t 1 •I I I I ^ Clerest ry1 ._ . Sliding Window t I CL - - I I "� I t 11 `''• I I © ADH2640 2 L x 4 -0 No Trapezoid Above.i , t Remove IW/D N 11 Windows e R •. I I New Awning Windows 2 Relocatld in Bs 1 I ` Ne 2x8 R.R., IG •bo. I New 2x8 R.R.. 16" oc I I _� 11 a i• 1 1 v I i 1 I 1 I @ ADH24:4 2'-4"x 3'-4" No 1 Existing .% 1^ I I I I Remove E I I New Wood I I o ` ' i I New C)6 LINEN ; PA RYi Leave tfliost on M t i xis ng u I 1 Stove L ion. ► ► -0" :r. 2x10 S a �'•��';,I 1Replaced Replace ilJ ' BATH 2 20 Cei6r , , 1_ - End ofi all but m _ g1L-__Ridge- _ Column_-m L-wMeet All ___ _ ___ ___ Roof Sheathing__ Window I'-6'x 3'-8" (f) No r� -xi— L-- Existing i M Item-Dr -!P I-lal�' _ -h -- c dl aii-to--- �'--_- of I Combusti6 t Clerestory M 1 " 1s , ( 3'O j idth j, 1 1 I I ^.learance 1• I I O lnfrll Roof :�, 1 I C F AAN2020 2'-0"x 2'-0" No `V Windows " -0 13 -,0 ' � a0 I I 4 i t u i I I V 11 Requireme tl� 1 1 New Conc. B �� t 1 'A4 O ('Operable I Removri t• 1 I Chimne w/ : i I P 1 HALL I I i t I Stone Flc�bl� g t I 'i . i New " ■ for Bath 1 - Walls I I 1 1 au 1 t n 1 •v- .i- UG APW3848 3-8 x 4 -8 No Venting) I ear 1 �� - `� 1- ------ - - •---- -- ---- -- - x 1 I (Under S ' e t I 1y Ile t GARAGE ! ' t __ �1 _ ClCI 1=ut r� 4----____-- � q- '-- +#�- __-- 'w 11 � 1 (Size for � Dave 1 Cr � j o HO ADH1848 I' -8 x 4 -8 No I F- z-L - m Bench ea) :�3 . I cv - " hr I I , --r. I v►t i New Cabtne -- 1 I 1" I i c Bench Js� t Wet Bar I , _ i , 3 , +,I I i{ I �G I P. Conc. Slab I y I�� 1 ► 1 ' , '' r ' 11 Remove �rUal 1 -��i� I (Pitch to Ovhd. Door I *Andersen". ' I 1 t 1 _� `x I 1__ �� _ �____ Closet 'I t '--- I i Model Numbers Refer to A-Series, Clad, DRAWING TI LE: Sliding ejUExist n ---y' FlatndC Reldcate I I I I ' - , iL1 { ---- 1 w t t t• t, 4� '-4 5/8- Type -X" Gyp. Bd. I PG-50, Low-E4, I/2" PI wood for Impact P y PTrapezoid Ab veP, ----- ---�1---_ �'.� i i I i� 1• Existing $ I i 1, 1 4 { ;%i . i (Walls t Ceiling) i IST FLOOR I Panel CI t O New D.H. N O� I( Ex an ed a ove R I L___J 1 II KITCHEN I I Below Y:J ' (Ex and B ' �e Lt ---- 1. t 1 Wall (CIO I �, I I I , `^ [e t ' °0 BR 2 ' 1 " t (New Oak Floor) Range ,_ • t 1 Door to 4`• 4" Dn •�i : Remove 1 ti' 0o I I ` 6'-I" 4 { (30 ) 23 6 w 1 Door" " �'iti 1 I i Existng i i �`� 1 I I Paneling) t� :��� 1 o t DOOR SCHEDULE 1. M 8 4 -O °O I ail New I i t I Ref. ti �t J _ a (--- d -J f4� Door rl i Flue I1 `� --ice"}-- I. Sink 'II1D ' ---- iO 1{ O / I O iy 1� Dn IIRI = -- `"--` --- -- --- v1 u X ® ' LY Unit Model tt Width t Height -__ Oi ®8" (f0 ❑ I 2� ---- t O O Remove AC Qn v_I rn n M 1 3'-0'x 4'-8' (Door) Bu1"tt„-in I I D Unit,`TrdtcfiJ O Screen �1 0 1 O Front Door 00 Sh -I s.' �,, CL - 3�6• t �'-4" Wall :.. y Guardrail Door ( Simpson or Equal) JOB: 1 -- ---. - , �R.o. R.O." New o o Z� O " " r-4•x r-8• moor) GARAGE/PORCH 3 Above Existing �=r- Bluestone ■I ■ Side ("Simpson' or E Equal) Adjacent Attic--* �� Remove Door, Remove E>I In X V I 0D 1 p 'Andersen" ADDITION I Patch Wall ' ` g PORCH 119 C 'v- t FWG060411R * ,_ . Grade Access _ 4 1't-L" I`-II" 3'-2• Cellar Accps I 34-0 x L II (R.O.) WIC o = ----- I `� g z 12' x 8' Overhead Door I Girding Patio Door MATTHEW BURGER w 1 ---------- --+ 1 b- ------- ___:___._.__-__ . —______— __=. — — — — — _.—._.—. I ® Insul. Metal, 45 Min. Fire Door, 2'_g•x L'-8' (Door) C� HIE u TREE ROAD -w r a I i i �o�� I °p r------i i I i ❑ (2) II 1/8' L1�/IL Hdr. Self Closing w/ Wood 5-Panel Ski C G Y v -.a'(-I ---'++- ��- 1 i New (3)�t I/2" LVL -- -------- M M i9TJ9 I `y 4 I 12'-1` �- +- 1 i __ - --•-- ----�---- ------ -- ------- --y ---------- Therma-Tru , CCA260. Z-11 , -- TOWN OF gOUTHOLD ---- - I - '_ Remove Existing I I Leader P. Conc. Apron 5 Classic Craft. American Style 3-0 x L-B (Door) g�M 1000-9t3-Ohl9 Sliding Door t i 1 1 (Typ.) t , Replace w/ 1{1 I A * Verify Operation A - t I Remove Closet. t _, Specified Windodl' t me Shelf 92'-t " 1 ARCHITECT: A4 _ Existing to Remain g 5'-1' t 1 T-9 1/2` A4 9'-9 1/2" 4'-0' 12'-0" 4'-O" I over - �, I ;r I ' t MBR Shelf 1.1 JI FREDERICK R. WEBER 'o New r i " I{1 JI 26'-2" 20'-O` 41 EAST MAPLE ROAD N Areaway =- --- �' ----- I 8' Clg t t I ------- move s,-- I Height , 1 I.1 GREENLAWN. NY 11740 = B I NI O, I Door t Jxt�Ces I = ' III \� B;r 1 WATER MILL. NY 1141'1L Existing ' ., ( c I Existn R.R., I6" oc 'I i rl 1 ^t A4 I ; �Exi`stingf C.J., 14" oc I I cV11 I --- TEL 431 2t 1084 Remove Existing Expanded- 1 `� III Z Windows t Bloc k- �, Enla ge/Reldcate 1 t " " up Openings M. BATH Bat Room moor Na 2 R.R, u■ oc 1 1 1 New ed S FIRST FLOOR PLA T Book .t t Tapered Square .. SCOPE OF WORK: SEAL: �'-2• s_4 I 15 -L Shelf 4 Nei 1 C.J.. IL oc ► Column Enclosingz ED= III (' C'�; -s 1p i ci+ I.1 4x4 Pressure �7 I- NEW ASPHALT SHINGLE ROOF. i — —.—. Treated Post. I - 2- NEW WOOD SHINGLE SIDING. t ❑ ❑ Anchor Bolt to L 'e;.... I � Found.. Strap to • t I I Remove AC Header (Typ.) Leader 3- REMOVE EXISTING WINDOWS AND DOOR. ' �•' `' ' ' 3 z ------------ -------------- --- -----Q----`==t)nit,-Pzrtch----------(T ) r.;_ REPLACE W/ ANDERSEN A-SERIES WINDOWS. Wall y � .�., ,,, 7r 2'-8" 2'-4" Y-2" 3'-2■ 3-2 4 -10 " 4- NEW "AZEK" FASCIA t RAKE BOARDS. `''° R.O. 23,_8" R.O. R.O. L,_0■ NEW 5/4x4 WINDOW t DOOR CASINGS. j': '�1 •� ` c, 5- REFRAME INTERIOR WALLS AS INDICATED ON FLOOR PLAN C KEY 6- PROVIDE t INSTALL NEW SIMPSON 5- PANEL NOTES: �' C SQUARE FOOTAGE: INTERIOR DOORS. FRAMING I�l T C S: Extstrirg Wall Misc. JULY 11, 2012� NEW GARAGE: LOO SF l- REPLACE LIVING ROOM. DINING ROOM t KITCHEN FLOOR W/ NEW OAK FLOORING. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. - --- - New tU;all NEW PORCH: 235 SF �- ---- - 8- NEW KITCHEN CABINETS t COUNTERTOPS. DATE: FEB 28. 2012 3. ALL SUBFLOORING TO BE APA RATED S;TURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD _________ TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ___ Remorng Wall 9- NEW CLOSET INTERIORS. SCALE : 1�4' = I'-On "- ------ Removed EXISTING: 1590 SF 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH "TRIPLE UPRIGHTS. (2) REVISE EXISTING HVAC SYSTEM TO PROVIDE ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. (2> ZONES (Bedrooms/Main Living Space) AND ADD AC. JOB NO: mZ01109 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR A i NOTED 9 8'-0' O.C. I r II- REVISE PLUMBING FOR NEW FIXTURES I LOCATIONS. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DRAWING NO. L. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 12- REVISE/ADD ELECTRICAL RECEPTACLES, SWITCHES, AND LIGHTING FIXTURES PER ELECTRICAL 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. _. PLAN. 8, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON' OR APPROVED EQUAL. �r�`" n 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-100 NAILS AT SILL 11� C AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 5 4" O.C. EXTERIOR EDGES AND LD 9 12` O.C. INTERMEDIATE. ilrll 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON" 2 7 �Ol? OR APPROVED EQUAL. E`------ OF AS 0 PROVIDE 'SIMPSON' PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. TIC_ I TO FOUNDATION WALL _-1 New: New: Rid es to Align Asphalt Shingle Roof New: Asphalt Shingle Roof 2x10Felt Asphalt Shingle Roof 30ss Felt Plank Decking Ridge 5 8 Plywood Sheathing FREDEROCK 12 30st Felt 12 Existing Existing- 4xl2 Ridge ' ' [ROBERT Exrstrn Plank Decking � Strap Over2x8 R.R., IG'oc "Hurricane PI wood Sheathin 4 I 4x8 Rafters. 4 oc lt) Metal Roof Infi R ter 12 Rafters (Typ.) WEBER Ch s" on All Ceiling Panels I Remove Cle story Sf Roof Rafters g I I ,� 303t Felt Wood Windows an I 5'-10" 5/8" Plywood 2x4 Tres Existing Roof b-10 I New 4x6 2x8 R.Ry.. IG"oc Beams Patch Solt Plywood toy Lap Top Sheathing Structure I King Post ARCHOTECT ro o ....� "Azek" Fascia New Trusses: (Qty. (3), •�� .�. 2xlOC.J. IxlO Fascia Bd. (2) SAO Bottom Chords 1:I G/8" E "X" IG" oC Tfiru-Bolted w/Ex►strng I:1 emove 5 1/2" TtG , , (3) 1 1/2" yp• d 5 I/2" TtG 4x8 Rafters t New 4x6 I' Soffit " LVL Beam, Soffit I�Post i i Encase in Cedar Shingles New " New: King Post New II "Azek" Bd. n i 30u Felt t:1 to I New 30s� Felt • PORCH " Cedar Shingles Ewstrn I I O PORCH Existing 5/8 Plywood" Exivting Existing ; ; g I:I , , GARAGE 2x4 Studs. IG oc Bluestone Set " Existing ►:I 0O , , O LIVING ROOM M. 1BATH MBR: CO r I o g LIVING ROOM I , , Ta ered S uare in Mortar Over ' Stud Walls w/ I: Bluestone Set P q a� I' ll 1-- Plywood Sheathing I:I in Mortar Over „ "Azek" Column 4 P. Conc. Slab i 1 1.1 " 1 1 (11 to ui/ 2xG Pressure Flashing B twee w/ G'xG" 10/10 ; ; flashingB twee 4 P. Conc. Slab Existing Sheathing l WWF Reinf. I 1 Shingle Flare Existing I I Sheating m/ VXV 10/10 5/4 Cap) 4" P: Conc. Slab Treated Sill 2x8 F:J., IG" oc " (Tye•) 2x8 F.J.. Id" oc � j Slab Edge UJWF Reinf. , , WWF "RernfO/10 Flarele Sill Seal/ Slab Edge �, Termite Shield :a I `�" .1 15/8"(0 x14" 2" Stone Veneer �2" Stone Veneer = Exrstrn Floor Framing A.B., 32"oc on Porch Foundation Existing on Porch Foundation O Existing Existing 3)s2x10 " cY New 2" Slab L 8" P. Conc. "Found. 0 (3) 2x10 Drill t Pin 8" P. Conc. Found. CRAWLSPACE Girder Drill t Pin 8 P. Conc."Found. I Wall on IG x8 Cont. New Girder " Slab to Existing Wall on IG x8 Cont. �1., �1 Areaway Slab to Existing Wall on IG x8 Cont. Existing 2" P. Conc. Found. Wall to/ P. Conc. Ftg. iy Found. Wall w/ P. Conc. Ftg. xis 44 Bars, Toc `- � (3' Below Grade) Existing Existing tt4 Bars, 2'oc I Conc. Foound. BASEMENT l Wall *- G'-0' , --q1I ro o Existing �" 3' S" 4" Conc. Slab Existing 4 x8 � 1 I 1 1 0 0 = ter ; SECTION AA SECTION (I) 3xlO Each � 4°" SECTION CC �` 1/4" = 1'-0" 1/4" = 1 Side of Rafter'-0" 1/4" = 1'-0" n n n 3/4"0 (� Machine Bolt Qty. (4) DETAIL 3/4" rT-- 12 Remove -'' .--'^`� \�`� { 1 ` 1i-Tt DRAWING TITLE: Flue New 6VHart 1 FR I Sitrngle ELEVATION, ----------------- ----------------- ,- �-- -------,T------------------------ --- SECTIONS i 1 1 .{.......... - 1 i. I I I I I I I 11 I I I I 1 1 ............................................ I I I t i I I I II II r l I I I I 1 1 Sh W 1 � i 1 1 1 ew Mod-- i 1 1 I I I I 1 1 Shngle 6ndrng t 1 i,Tinn le:- r in ` 1 G H CI I O © I I 1 1 © © 1 t 0 1 li t JOB: GARAGE/PORCH 5 ( I I I I I I t l I I I t ADDITION � � , t I I I I II II II i 11 It II rrrLrrr Irrrrlrrr r.Lrrl rrlr Lrrrlrrrr.l rr` rrrrL.irrrrrrrLJrrrrrrrr_(--r-r r_-hi rrrrril r______r MATTHEW BURGER ------- -------- ---------------------- ------- --------- ----------------------------- - 1 ----1 ILOO PINE TREE ROAD I CUTCHOGUE. NY I I I I I I I t I ► 1 t I t i TOWN OF SOUTHOLD I I I I I 1 1 t t 1 I I I t 5CTM* 1000-48-01-19 ARCHITECT: L_— t-- --J L ` W T E L � V A T I O N FREDERICK R. WEBER NORTH ELEVATION 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL. NY 114114 New Brick Chimney TEL 431 154-5555 FAX 631 241-1084 12 Ridges to Align 12 12 r---- - 4 New Asphalt L.C. Copper) I I Flashing Ix3 Shingle Mould ashin �� �� --.-' 4 I I Shingle Roof g g New Asphalt \ Shingle Roof t 2 Ix10 Rake Bd. - � � I ,, ` —� I ,- moo` �•�,,.- �`• t =------------------------------------ -- - -------------- ----------- ----------- -------- ------ ------------- w M al R f '�---------------- ---------- f - 1_ �'� ------------------ --IT <a ` Lief yy 8 - -- _l._- r _ _ _ _r,- ---_--____�_ __-___ ____--- Tom____ I I - ---_�_�� ------ t I ( ( ►-- -_ -___-_ 1............ . I, 1, ........ ................... ................... 1 ................ ____- __= ........................... . --__ -__------ - v - 1 I { r l I I I ' ' . .. . . . ,. 1 r II Il 1 I1 I I II I ��� S I XIO Fascia Bd. F I I I I I I I I 1 1 1 a� New Dbl. Hg. t ' New Wood 1 I I I r t I I I I Ndul Wood t hlri le Sidrn Windows I h r r r i 1 I S II I D D Shingle Siding , , r r I i t 1 11 11 I II © 9 9 ts O II Ir r 11 I I I I I New Wood r I I I i�l I I t l Shingle Siding 1 I I I A ,q New 5/4x4 I �r i 1 I I I I AO O O rT r I 1 I tt tt I I t I I t l E "Azek" Casrngt r I r r 1 1 I I i I Tapered Square � 2 I • � I Truss JULY 114 2012 Door I 1 rr II t I I r r I Azek Columns 1 r 1 1 1 • I t t t t i i Wood it Guard New Porch Rail i i i 11 ; ' 1 t REV.: 1 t { I I i, I (Bluestone) 1 i ' ► 1 1 DATE FEB Z . 2012 ---�-�---- ------'J---------------r Ili ------"-----'i L'--rrrrrrrrrrrrlt.rrr--r_:�..-rrrrr.�,rrrrrrr-..-rr----V ---------- ------ ---r-rr- rrr r• . --------------- 11 1 1 . 8 r 1 r--- --- ----------------------- - --- ----------T� r------------------------ --------------------- o��❑ Qo Q �Qo� a �aO�Q�L� - _- ��� SCALE I r I I =o o o I r l 1 1 �-, 2" Stone Veneer r r 1 t l JOB NO: In201l09 1 r r r 1 1 P. Conc. I t : t I t 1 I t t on Porch Found. I I 11 I I r r r Areaway w/ I r t { I t r I Walls (Grade to I r l 1 1 �� 1 1 1 Bluestone Call I : I I I 1-, Underside of ' ( i i GARAGE ADDITION i i DRAWING NO. I I I I I I 11 1 1 I t —_J Bluestone) L_ r, i ' ' r 7---- L_..z --J t"-- --� i i�� � i 5 �t 1 1 i i : ► 1 I I I r I I !: I I , L� I ,' j 1 a O U T �-I ELEVATION E V A T I O N I ' � 11 1 : 1 1 ' 1 ------------------------------------------ I S 1 1 � I I I 11 1 1 1 _ I I EAST ELEVATION I t ----N- ='-Y-----'-t--I t 1 : I 1 t- - ----------- ---------------------I I r� t =_=====r"7 '� I I-------� '------- -- 1/4" = 1'-0., 1/4" = 1'-0" L-— ' —-J : I I t r- 1 OF A5 '1 '�J L--- C' ELECTRICAL NOTES : ELECTRICAL SYM15OLS (FREDEROC� ELECTRICAL FIXTURES : SYMBOL DESCRIPTION R013 RT OWNER TO PROVIDE THIS FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. DUPLEX RECEPTACLE WEBER I- CHANDELIERS and HAINGING FIXTURES 2- DIMMERS TO BE "DIVA" (Slide Control). WHITE. 2- KITCHEN PENDANTS 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. W.P. DUP.REC.-WATERPROOF 3- WALL SCONCES 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. Q��FI DUP.REC.-GROUND FAULT 4- SURFACE MOUNTED IPORCH CEILING FIXTURES 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT. CO AND LOW "`I EMPERATURE An RCHMECT 5- ALL DECORATIVE EXTERIOR FIXTURES DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. ® DUP.REC.-FLOOR 6- PATH AND POST LIGHTS (120V, Line Voltage) 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL FLATE. Z- PADDLE FANS (To be. Mounted on Bracket Spanning Joists) I- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIP*';;ENT. Q� OUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTIURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO". 5"f). HOUSING t TRIM (White) O SURFACE MTD.-CLG. 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES ("KICHLER Hockey Puck Style). OF, SURFACE MTD.-CLG. (Porcelain) -�- RECESSED-CLG. EXISTING CONSTRUCTION - ------ •e ADDITION I.O WALL MOUNTED (39 DUP. FLOOD O-> HIGH INTENSITY, SWIZEL, RECESSED O CLOSET LIGHT ® SHOWER LIGHT (Wet Location) ro @� UNDERCAB. FIXTURE (� UPLIGHTS � C3—�--� CABLE FIXTURES ¢ --- I ---------------- -------------------- ® © DOORBELL/CHIME ro - L_ _ _ —1 ❑ ---- Ow.p. ---------- ❑ 1 j 0 EXHAUST FAN ». AL 01h Bib(i ---- E s I �Hosr_ .AML ( I � I'I i i I �) i \\ 3 Gild G �� r•-- r-r-- LLII PADDLE FAN I X I I 1 1 a s I I f I I \ QQ "(jam" Ex I ► d I• { I F ►� ____ _____ y t { \ PADDLE FAN LIGHT \ 1 I I I I I p l l 11 I I \ I I 1 ' "I:: t l I• I t y (4 4 R ce d 1 1 \ I I ATTIC FAN nnn Lo t n it I 1 { p ll 11 Ow I I A Angle �lx ure { { { ¢ l u u l I 1 -- ------ ---------��-- -- -- { I ew { I II ( erif a th, { I \ -Pen an I I 1 M { t \ ; i SPEAKER TELEPHONE j Ex Ex Ex Ex { { I• { { I• I O CABLE VISION II II \ 1 1 I 1 I• a I• I { \ 1 { © COMPUTER (Cable t Phoned I�U fights iUphghts IUphghta I I \ o Beams I on Beams .on Beams 1 1 I I H LIGHT W/ HEAT/FAN/NIGHT LIGHT I T _- ---- '� ---- -- -- --- ----------------- 1 TD THERMOSTAT ------ ---- FAN/LIGHT I { \� ' 1 1 i i • I• I t I I i� i i ,� C- SMOKE DETECTOR OCO CARGO•� � / t N MONOXIDE DETECTOR - f----- ---- - ' { x GI �/ , I , , w r - - I - I 1 I I• { t I• t �� 1 ¢ SWITCH I .. NI13 SWITCH 3-WAY ant lei;]---t`, -en t tt 11 -���- - J___J1 , Ii i :�=,1 ;'i i• (6) DRAWING TITLE:New 44 SWITCH 4-WAY ----------- I+ _ Pen ant 4' 4 SWITCH W/ DIMMER ELECT e I a $ SWITCH WATERPROOF T FLOOR I ��� I I °:�I E�-- •I Id• Ili I I N \` I- if. ,I (VerifylhDepth, I I I� I I // I ¢ w S O0 I I I• Alt.- $Irface Mtd.) �� I I /i 1 JS JAMB SWITCH AC ,^ ti I ► \\ j '== Ref. ,I IDW a I I Ovhd. Sink I 1 KEY PAD x CO I I \ I ------ II ty - ilh'� nit}, ---- LL 1 j EX EXISTING I N\ ' --------- II I 'N Propane I I N;� Ex \\ 1 Connection I I \ I for Range I t JOB: \ I I Hose 1 C r------• db \ ( I ( GARAGE/PORCH I rj)I ' �`�;O 1 Ex EX T To \I i Bib I ADDITION Smt ¢ _J 1 MATTHEW BURGER ---------;, rr\ r 1 ---- - -� ------------------ ---------------- I LOO PINE TREE ROAD r Ex i r------� I 1 ❑ I CUTCHOGUE, NY x i r---- \--------------------- --------- ---- ------- — -----------L----------- -------- TOWN OF SOUTHOLD I t ¢ SCTM# 1000-98-01-14 L 1 _ 1 EX ARCHITECT: f FREDERICK R. WEBER� 41 EAST MAPLE ROAD 1 -------_"` ------ I ¢ 1 I GREENLAWN. NY 11140 52 NOYAC PATH rr 1 { i WATER MILL. NY 11414 ' tt -- x TEL 431154-5555 ELECTRICAL FAX 93I21GI-1084 Ex i i { FIRST FLOO PLANSEAL:Ex o --=-}. I ( ' __ ----------------------------- ---------------= ------------------ i` , � Hose Bib 0 APPLIANCES : OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY COI NECTIONS BY CONTRACTOR I- RANGE: 30", (4) BURNERS-PROPANE, OVEN- 30 AMP ELECTRIC 2- REFRIGERATOR: DEDICATED/,GROUNDED 20 AMP RECEPTACLE, (HIGH) Misc. JULY 11, 2012 3- DISH WASHER: ELECTRIC t PLUMBING REV.: 4- KITCHEN HOOD: 5- WASHER: PLUMBING t ELECTRIC r� DATE: FEB 28, 2012 6- DRYER. ELECTRIC SCALE 1/4' I'-O' JOB NO: w201109 PLUMBING NOTES : DRAWING NO. I I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL HOSE BIBS SHALL BE "F]ROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. OF El I. j ROBERT � y ARCHOTECI i i •e e , ° GA AGE/PORCH >. .a .e a D.• � _ AD DITION ° a •e `O • D s t�� e• D q e be 'n MA__THEW HEW BURGER ro:e°• ° 4 .e N 4 b a.. °' •aD 1600 INE TREE ROAD e a. D• o ° A V` o b'. : .> e ° a ' HAML T: PECONIC ! b O TOWN OF SOUTHOLD OO a P° SUFIr LK COUNTY, NEW YORK SURVEY INFORMATION: NATH N CORWIN. SURVEYOR o F JAME5PORT, NEW YORK ° SURVEYED: OCTOBER 3, 2011 4 'B REVIS D: DECEMBER S. 2012 `\ s ..v: \��9 0 • LOT NUMBERS SHOWN REFER TO MAP OF ... +... :;:::.`..:. •; :;Rn �y�x ,;: :� -, o�' ,� "NAS AU FARMS,. ° \ :-: 3 ......``:``:.:' : :�.`` `:X ' a:-:r ' ��``P < FILED IN THE SUFFOLK COUNTY CLERKS OFFICE :.)J:::....rr? ::..:�:.. .... ...... J AS M P No. 1119. FILED MARCH 28, 1935 i e \ . . �jrs D• a g :.... ` O�z p9 . .9 a OQ Ring #�/��� \\ `:: ::::::: :::::.:'::.:::/ P z�NG��Pe cr SCITN 1000-98-01-19 o,c$ti RE"�oG° cic� iy� LOT AREA: 20,111 S.F. (0.41-1 ACRES) G oo c 7� „ : R-40 N A �5u' o (NON-CONFORMING LOT 20,000- 39,999 SF) ZONIN O.O 2� 3 -.. OjyT) YARDS: (PRINCIPAL) t :70 0 :::" `1` `` llZ ONT 40' c° .o"x Z' Drai�ige i %'✓a' .. SIDE (ONE): 15' N Ring 2 / E a:. �; 6 ,• 5 DE (BOTH): 35' / g�CIONE oRlyeeA CI A, s° �'� r �4 Y ..AR: 5DRAWINGTITLE: 00 `y P. \ �o S'; OWN OF SOUTHOLD SITS PLAN 2°�'' e on 1 �NGE a 'Z� uo�y b Z�"W G BOARD OF APPEA! W _ -=--tea• P �zA`v 2O a �'i VAR( NCE #bb18 0 -',o£, 'ti9oi "Dee p'9 `�y = HEIGHT (MAX.): 35' (2 1/2) STORIES w cK o Drainage Ring O SO � � � �,naME -o�js,,,�R i for Areaway 00 � y G,I LJ"i` OVERAGE (MAX.): 2090 o�x,Sz\NOWEr� �,jocKA i�Xi: ING HOUSE: 1602 SF a>• SF o. go o,�?; o o s EXV'� ING DECK 37ING SHED: � SF g W R \Vo��i Off• /�D--'' EXIT; JOB: PROPOSED GARAE ADDITION: (.02 `G ��'y� f •' � P I0 L� PROPOSED PORCH ADDITION: 241 5FSF GARAGE/PORCH LOT OVERAGE: 13.1/ (±) ADDITION G O'C� MATTHEW BURGER `)' � 9 fi •� `%Qyn 'CNOM�c S. G �00 PINE UTREE. Y ROAD u T WN OF: SOUTHOLD a ti CTM# 1000-90-01-19 Op � 'e� �• o �� O :ARCHITECT: Roof� JI 3" 3" FREDERICK R. WEBER A (G -I! EAST MAPLE ROAC: -----------------'--- —�--------------- -+----------- �� 1 apU1.-�.1r�n�IRY A E v JT— CaREEA1LAWleI. NY n-I�a , ! ,.961RG � NORTH & 4`VATER LINES NLED 32 NOYAC PATH A N TEST y SITE F L WATER MILL, NY 119'P6 "'' FO SER;- . � � I ,_ i i TEL 631 154-5555 1, I MAST�R BATH I KITCHEN WET (BAR ( = 20 O FAX 63! 26!-iOB�f PLUMBER CERTIFICATION FAX ON LEAD CONTENT BEFORE 11.'(2" I I�2" 2 1 i 2° I Inn 2" i 11�2" I I�2" CERTIFICATE OF OCCUPANCY SEAL: ' i N — ~ r , , CY r a DW SOLDER USED IN WATER SUPPLY SYSTEM CANN '__ OJT Ist FI or . 1 F.A. DRAINAGE CALCULATIONS: EXCEED 2110 OF I L ALA i 2,� 2'�------- 2,�- -- ----- 2,� - 2 � To Approved --- --- ----- -- --- ---- --- ------------ ----- C.O. Sanitary APPROVED ` C.O. System ����/ D.P. Building Dram►, 9" Diameter, 1/8" per Ft., Min. Pitch ROOF AREA: 2140 SF x .Ib6"!' _ 4F8 CF g� DA E/`--" ® i°e s� .� S C D u L E '7�� ) E3Y� 'I PROVIDE (2) 8'0 x ' DRAINAGE RINGS WJ/ / Laundry ._1L� ` TRAFFIC BEARING DOME TOP •440 CF t �� Al 51TE Pi A NO IFY BUILDING (DEPARTMENT AT 1 /2" 1 765 1802 8 AM TO 4 PM FOR THE RING; -42 CF/ FT OF HEIGHT W DOME: 62 CF LbWiNG INSPECTIONS: A2 FOUNDATION PLAN 1. OUNDATION-TWO REQUIRED OR POURED CONCRETE �3 1ST FLOd'�I PLAN 2. OUGH-FRAMING, PLUMBING, TRAPPING,ELECTRICAL&CAULKING FEiB 28. 2012 Basement ELEVATION SECT IONS 3. SULATION REV.: DEC S. 2011 ___________._______________________________. �� 4. INAL-CONSTRUCTIONBELECTRICAL 1UST BE COMPLETE FOR r 0 AS CODE C';= AILS ALI. CONSTRUCTION SHALL Mf-ET THE DATE: OCT S. 201I PE )UIREMENTS OF THE CGL'-S OF rJr I ELECTRICAL— 1ST FLOOD YO %STATE. NOTRESPONgE � ��' SCALE : 1/4" - 1'-0" E I DE IGN OR CONSTRUCTION � ,JOB NO: m201109 PLUMBING SCHEMATIC NOT TO SCALE 7_71N ST09*1 %,TER MINIM r'URSI✓�•�dT TO CI'1',PTER 236 DRAUJINC, NO. OF 1-►�E TOWN CODE. li(S ,... UNLAWFU'd I WITH tJT CERTI'FICAT�-. -�. = I AL 4 7 ! OF AS 'i 1 L rl i� F Y Y Lr DERVC K ROBER I' WEBER I . ARCHOTECT I ' I. I l B A4 EXISTING CONSTRUCTION > < ADDITION 20'-0" New 8" P. Conc. WL Foundation Wall Iq'-C 3`-0" on 16"x8" Con V-21/2" 13'-91/2" P. Conc. Ftg., v _------ ---------- I n 3'-O" Belout �i i n�\�CantrieverP_ Bay —� �� ii i ii �� I i/2 1/2 Grade (Min.) i n I I n J;i n I I n - O 0o i n I 1 u ---------Z -�I !- I ,I- -\----- --- oo - ---------------------- ---- -- / --- - - - -, I! I fl ' I / � "i � ' � iA ' �1' �:1• 11 � r< I1 � � � � � 4-f I 1 1 .. II ! V I It ———————--- 7�1-- •I — q 11"Y--------7 r----- ---------- ---- t——————————— nuIL I I I 1 MQQ .1 II D o Found. I1 I I it 11 •f � II ( ( P t •. 1 8n 30'_8n 01 ii i pn �� 1gji gl. t; n x I 8' I W II akDoor 18,_pn 8" 1 li I lL 1 11 Pitch New H/C t.at r St ply c^yu II U I ucy ° ----� It 1 \ 00 n� UtI14 i to Cradspace o/ Sh t-or t Drain —� I I I --„3------- - inkt 1 0 o u 1 N 1 n ,v n t n *V I I Abode Existingii _.`.� ._ zii i(-' ice L.-_ ._.,._ R' `4----' CRAWLSPACE i li -� ll �-I I I x I J New 2" EXCAVATE I I "' oo P. Co .nc Slab cyn 1 U 1 nSy tU N Existing �ii i iu i ii Excavate space' or 16"x8" Conc, wn 1 1 u Access But Awc d BI. Pier (Typ.) �;; ; Z Undermirnng Post I I t n t = 1 n Footings (Typ.) Existing n ! 1 n I i a0 (3) 2x10 Girder ii ' i ii 000 i t _ _ _,_I - I I C Part Height , 1� Conc. Block New 2 t -�.° I 1 I A4 Wall P. Conc., lab I I t xis ng I �I New 1 I Water Thru- Bolt Existing _ t Rim Joist w/ New 1 , UNEXCAVATED '0I0 I O o Heat r Existing Framing Electrical o ,.. t I I I t to Remain Existing Floor I ► New 4" P. Conc. I 1 Framing t Posts r'I t Slab w/ 6"x6" 10/10 t 1 DRAWING TITLE: Existing —_ __._._ t 1. t I'' I I Existing -� i '— — — — — —I I ' t WWF Reinf., S Oil Tank t ! Step I Oil-Fired u_ , Pitch to Overhead � 1 FOUNDATION 00 Furnace � Abov Door I y I ; '± tU N ll1 rt I I I t t I iExisting o „ n Existr BASEMENT Existing 8 9 -O Well qwp erlt �Panelric 1 00 -------- ----- _-------------� I I I Ell E"M --------- ----- ---'-- I I I I I I. � t t OD t e FlueU !-,--- __. I Original House: BACKFILL 1 r r------- U 2R 1 - ----- I 8" Conc. B1. �;n Pin Haunch Edge t t I 1 JOB: +-------- app '�' i Foundation Wall of Slab to Found. 5 I/2 r------ -----— New 4 P. Cones. Wall (T ) 1 I I --------- Shelf 5'-3" 61 ' F------ --i Remove Slab w! 6"x6" I<O 10 I I I ..• T- She 2 -4 , ----- I yP I I i I � �s�C3 ��o�C�{ O i 1----- L- ► —'� Cellar Access WWF Rernf., I �, I I ADDiTION Ste Footr - ----- 1 -----i Pitch to Extericor I I Drop�Found. 1 t 9 I : • I I 1 _ Wall Door - 1 Dow at � t -I To Ist i r=-- ------------------ ------------------t L----00 - -------- ------------� --- I MATAre way I .. I Handrail 6- ( HEWBURGER Existing Floor - -------- i'•,:1 r, . :. • : - - ' . • ' I • - I �OOTI°INE T4�.'E1= 1�0�0 a� I Electrical I,,..� �. :• , I m 'v- I ''- ------ - -- -------- -------- - ----� CUTCFIOCsUE. NY I to Remain ', r-- r— � Existing , n Column Above I �; iiy t;i' j I Step j I Z� I Existing O 1 1 3 1/2" feel (Anchor Bolt I t 2" Stone -- '--- - I New P. Conc. Apron I TOWN OF SOl1THOL0 CTM1 1000-18- 1-19 Pipe C lumn i EASEMENT to Found. Wall, I ---- - --- ��' I � Veneer �-- - --------------- -� S O A t P. Conc. Slab Typicall t I A t I I/2" I I/2" I I I v v* P up -- , i ARCHITECT: °° P t I t A 8 V-q" 8" 3'-6" q'-O" 12`-O" q'-On q 1UA_ II'-2" 13R 8 c,_grr 8n : �2r, I 5 CK R. WEBER N New D or 1'-q I/2" Top of Slab a Pin Haunch Edgy41RE�4SRT1 M�►PLE RODC14 to Underside of F.J. a of Slab to Foun Ifd .• New Underrground � Wall (Typ.) I I �•�Electncal Service GREENLAWN, NY 11140 RExistin m Existing Cp I (Coordinatce w/ LIPA) - 2x8 F. 16 c _ 2x8 F.J., 16 oc _ ° _ t �I SZ NOYAC PATH / I B � WATER MILL, NY 11916 II II �I �I PLAN __ New W/D on Conc. 'b`4 ® lam? 1 � TIO I �! O Platform t Stand Previous Additional 1 z TEL 631154-5555 Foundation Wall �I FAX 631 261-1004 Underpin � to Allow PumpingS P. Conc. 1 I \ 0 New Areaway w/ Foundation to Sanitary Line 1 I New 8 P. Conc. - 9 Areawa (8' High Pour) I Found. Wall (for P. Conc. Stairs, (3' Below Existing t I Porch Slab) on Crushed Stone Grade) New L uncl Pubhc -- t j 16"x8" Cont. SEAL: Lower Landing Applian es p W I _ E 6"(P Drain Hook-UPS WaterService A I i P. Conc. Ftg. ' to Drywell ________ I (3' Below ar. I Grade, Min.) T-8" x 1'-6" 2'-8" x I`-6" Cellar Window Cellar Window J +, 3'-8" 2,_8,r -0 11r_On 2'-8" 3'-Sn 6' " 20+'-2" �\ o 23'-8" 26'-2" 20'-0" KEY: i- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER EXISTING FOUNDATION' WALL REV. PARALLEL PARTITIONS AND AROUND ALL OPENINGS. DATE: FES 20. 2012 2- CONCRETE TO BE 3000 PSi AFTER 28 DAYS. - NEW POURED CONCRETE WALL SCALE : I/40 = I'-Om 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW GRADE. J013 NO: u201109 4- ALL WALLS SEPARATING GARAGE FROM HOUSE T NEW CONCRETE BLOCK WALL TO BE 1-HOUR FiRE RATED (5/8" TYPE "X" GYP. BD.) _777DRAWING NO. i, ! 5- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 1� 1 I i OF AS I I k; J{i f yt( t h t FREDERUCK ROBERT VEBER A CHOTECT r ( EXISTING CONSTRUCTION > ADDITION > { B ► A4 i 46'-b" 20,_Ox 3,_4x 1 3'-0" 3'-2 I/2" 1'-1 I/2" 3'-2" V-O" l New Can revered Bags le R.O. P..O. Remove Existing 4 1/ 3'-8" 41/2" Under Ex sting Roof Ovthg. 2" 3'-8" 4 /211 » Sliding Door t I�+/1 Replace w/ 3'-5" 3'-2" 2" 3'-2" 9'-IO I/2" I.T-2" 4'-5" H 2 2x 5 I/2" V-O" 5 1/2" 221-2" 4'-5" }{ 2'-2" 2'-3 I/ Specified Windows __ r __ emoveFxrgtrn --------- -- ----------- ---- ---------------- - -- --.R.Q�-- -�••Q---- Irdrn Doo 4- - •-� -----,i I -- � ------------ -------- -------Leader �--- - ReTmTe-AC-- Le der ® ® Unit, Patch g O �_ -co-_ r-_ 0- (Trgp.) ❑ ,� New (2) 9 1/2" LVL I �. _ New (2) 9 1/2 LVL New (2) 9 1/2 LVL ew (2�19 1/2" LVL ❑ - I v- yP" 1 -------- ..-.-err-.-...� - --- ❑ 1 v- ---- `v 111 114 its O i II 11 II II UI III I ' 1 I I I t 1 1 I I Iq Remove Woc}d 14 Windows t xrstmg .-.\\ Remove _ t 00 t Work Bench 1 WINDOW SC+� EDUL � 2g'-10"t I hi Stove 3 Stbn�l I I 4" \.. I I I IJ._________J_l;l I I \\'. R.O. Area Egress t I Unit Model # g � = Exrstrng � t l I I I I I I II I I I I ! Utility �'•. \•.• t a Opng Pt Ll I B R 2 I I I I I I I I I t I I I I \ �!L 1 a l x x O F Exrsti g t l Existing 1 1 I I I I Existing it i _ I I I I \ I X ® ADH3248 3 -2 x 4 -8 5,3 Yes luul i � I I I I I I I I 11 •• \ I cv i�i l cv I 20 WIC t 1 DINING RIPON t 1 I t LIVING I OOM 1 1 I I !'I \�Sr I `^ 1 cy © ADH21048 2'-10"x 4'-8" No I , t t I t I I tl 1 I Remove 1 atch ` I x I i Remove Existing New Doors 1 t (New Oak . Iloor) I I I I (New Oaq I I Floor) I t I �' ••.\'•.New 2x10 C.J., 16 cc ! Sliding Window t 1 ew Shelving 1 1 I I I I I I III I t Clerestory I \ » x Trapezoid Above,( = 6 r Closets ;� • Remove t W/Dt t 1 1 t I Qf II 1 1 Windows Above �� © ADH2640 2 b x 4 -0 No { New Awning Wrndgws d 2 Reloca6d in Bsmt. �t 1 t t 1 I �I II t I I I Ne 2x8 R.R., 16 •.bc. t New 2x8 R.R., 16 cc i I Existing / '� I I ~I I I I I I Ill t l I I p \'. „� LINE;t� ; ! PA. 1JR t E l t t l 1 1 )=xistrn E I n New Wood t l 1 1 » i '✓ \ t I O ADH2434 2'-4"x 3'-4" No O Leave lbost on 9 -0 2x10 FL' on I I ao Replace ! BATH 2 20 ��,, , , ' - ' - End ofi �1lall but v t I Existing( rdge [if Column Q,I n Stove Lo �tion, N Roof Sheathing �� I I Replace ! Existing t •� - - - - --- ---T_= °- x L �1L------- ------ - �'1J1_ Meet All En--- - --- --- - g I Window e I'-6"x 3'-8" (t) No -Ex rrdt ;--I all-ta--- ----- � ----- I f N Clerestory i i� 2 3'�O" 1l�)idth rnl I t 1 �I II Combllstib vI I I I I/ = Infill Roof t t Windows E " 1-0" 13�`�0" 1� " 4" 1 I I I t 1 ii Clearance I I I t O i C t 4` t t =t I 11 =1 11 Requiremetibs I t ®- ��:` I I A4 O AAN2020 2'-O"x 2'-0" No ("Operable I \ HALL Removigi �' I I v I it I I 11 I `\ New Conc. BI,.� I I for Bath t ear \\ I I Walls I 1 I I t I� I t U I II Stone Flobhng Chimney w/ .• / •.• New I�: { Venting) t --- --{,� ------- , __—-_-++,------ -r 111 1 1 Cla Tile 1=1i I , II , O APW3848 3'-8„x 4'-8" No 9 - �t----- -- -- -- p (Under Stblre t y I GARAGE--,_ ----------- I I I -------++----- -- Ili x I u I I (Size for .•' gave _ �r ' ' i ,��-"}- , a IN Benchrea) Bench a 1 ADH1848 I 8 x 4-8 No New Cabinet i t tint i I, III I I t �i; - 1 » ' x t Wet Bar I 1 I ' , >i , � Mill Il I 1 i t �� ..� , I P. Conc. Slab I 1 , 11> 1O i i ' - I1 4,{ i--t-,�' --� - -+-t i ii Remove R rtial ---- '\- ' - ' ' ---- Closet �% (Pitch to Ovhd. Door I 1 Model Numbers Refer to "Andersen", Clad, DRAWING TITLE: Remove Existing Reldcate i x x ---- A-Series, 1 i { i III I I I � 5/8" T e "X" G Bd. 1 5lyding Windo New , 9p yP PG-50, Low-E4, 1/2 PI wood for Impact Trapezoid Ab ve I Dooa ' ' \� Pocket I l i '' t t Existing t 1 t 1 W I u 1 1 N 4 I ?!: I (Walls t Ceiling) I y P 21 1 � � ,i II it IIf II ��tl New D.H. ci �,A �� Expan "nd R Door 2io I I L___;; I I KITCHEN( t I I II Pane! Wing Wall— I I O , N i!;' IST 1=1.0®I� Below ``tt JJ I BR ( � \ >t Closet 't- loset „ _ - _ i i (New Oak Floor) 3D > 1 i 23'-G" 11, Door to bq �, 1 I 4Dn4"Remove t ) 4 !i, d t Door " r I }t ���� , � I `\ t I 1 I -_-_--I- Paneling) 11 :. � � :'� • 1 °' t O x I x o0 I {j 1 Existing \ -- —.._- I I I / O D 0 0 R SCHEDULE 8 r 4 -0 , t New Mech. I� \ Ref. I 1 '1 1 '�' I ' I' ! I `:� /. I �. ci -, Door c 1O_ --( -- mink Dk -�--- - - I -- Flue \ , t t i1 f , qi 'O 081, (±O ❑ =—, -- __-; — -- d ___ -- ___ cv ®_M [k Unit Model # Width il Height New Remove A(t On t J -iBulft-rn ! ---o i i I \ 1 I O ® Unrt,`f7a�c#i" O Screen I C v t 3-0 x b-8 (Door) 5hels. N CL - A„ 3`��b" I '-4x 2'_4" ' Wall � Door vi I O ("Simpson" or Equal) JOB: Guardrail -� I R.O. ')�O— New a� 3 Above I Exstrng ��r-`---, , `r \ 1 I v p z l I 2 Srde Light I'-4°x b'-8" (Door) a, ('Simpson or Equal) >�11�L)ITI®� Remove Door, Bluestone I ' I O » C�i�4R�4GUPORCH Adjacent t Attic \ Patch Wall iRemovc E\ sing N I "r t Grade Access i i x x x PORCH - I "Andersen" Cellar Acc s I O 3-2 S3 � 1 b- t 3 FWGD60611R6'-0"x 4'-tl" (R.O.) O Gliding Patio Door __ WIC _ o --- --' t \� z _ _ _ _ I 12' x 8' Overtpead Door I �- t 9 MATTHEW BURGER ;___------,� r �, ------ — — — — — —.—.—.—.—. -- I Insul. Metal, 45 Min. Fire Door. ° " ILOO PINE THEE ROAD -° ' -- ® Self Closing w/ Wood 5-Panel Skin2-8 x b-8 (Door) CUTCHOGUE, NY co as I � i i .� I 0D ------i i g =--++- -�`��'- % ll I I „ ❑ (2) 11 1/8 LVL* Hdr. 1 74ai9!ng " , \y x I „ �- x -' i t \ New (3) '1 1/2 LVL -Qn---- I -------- „ -------- ---------- ------------1--------------4 I 12 1 , Z-11 ' Remove Existin t r------------- --- - Leader P. Conc. Apron 5 Therma-Tru . CCA260, * 3'-0"x 6'-8" (Door) TOWN OF SOUTHOi.D a� ------; g� I P Classic Craft, American Style SCTM� 1000-98-01-19 -------- Sliding Sliding Door t I•i I (Tgp•) Remove Clo et, i____ � Replace w/ , A Sea New I Specified Windoi`t'I 1 A * Verify Operation S er Shelf 92 I 1 ARCHITECT: A4 t _ ---, _ t Existing to Remain Book so-q 1 9'-9 1/2" A$ 9'-9 I/2" 4'-0" 12'-0" 4'-0" ti- 1 i I MBR Shelf i' I p New t % ' ' I i j1 FREDERiCK R. WEBER Areaway _ -_-- 1 _ 1 I -'t 26'-2" 20'-0" 41 EAST MAPLE ROAD - eDoor I 8 Clg - l�emov s;- I Height _ � G1�EENL�►WN. NY II'140 it +xtures "_ 11 _I B Existing ., I c I Existing R.R.. 16" cc i r-1 W ER MI PINY WATER MILL, NY 119'1L ^1 A 4 t 1 ; Existing) C.J., IG" cc u; p O I I t TEL 131 '154-5555 a1 PAX 631 �61-10�4 Remove Existing I I Windows >t Block- Expanded F\ Enta ge/Reldcate I.1 Z; „ up Openings I M. BATH Bat Room boor P;e: 2 R. 16° oc I 1 1 New Azek 2:� 4„ Shelf 4" r taerr 2 b C.J., IG° cc ill t�Copumn Enclosing SCOPE OF WORK: BE�Ls FIRST L 0 0 PLAN 4x4 Pressure �l7 I- NEW ASPHALT SHINGLE ROOF, Treated Post, 1 ❑ _ - --' —' —'—' `` ❑ 1 Anchor Bolt to t I Found., Strap to ( -O x 2- NEW WOOD SHINGLE SIDING. Is 1 i _Reunove AC ; Header (T ) '----------- ------------ --- ---- Leader gp. `l _ v v v --- �.-� �----------(TyP ) �EPLACEVW/EXISTING AND SENNA�ER ES WINDOWS.DOOR. _ 3'-2" 3'_2" 4'-10" 4 4- NEW "AZEK" FASCIA 8 RAKE BOARDS. R.D. 23,_8„ R.O. R.O. 6,_O" �^ NEW 5/4x4 WINDOW t DOOR CASINGS. 5- REFRAME INTERIOR WALLS AS INDICATED ON FLOOR PLAN KEY SQUARE FOOTAGE: 4- PROVIDE t INSTALL NEW SiMPSON 5- PANEL �i INTERIOR DOORS. FRAMING NOTES: Exusting Walt REPLACE LIVING ROOM, DINING ROOM t KITCHEN I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FiR-LARCH STRUCTURAL GRADE No. 2 OR BETTER NEW GARAGE: 600 SF FLOOR W/ NEW OAK FLOORING. REV.: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. -=== Nevi Wall NEW PORCH: 235 SF 8- NEW KITCHEN CABINETS # COUNTERTOPS. DATE: FEB 28, 2012 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MiN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. _________= Exrasting Wall 9- NEW CLOSET INTERIORS. SCALE I/4" 1'-O" 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. Rermoved EXISTING: 1590 SF ALL HEADERS SHALL BE A MINIMUM OFF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 10- REVISE EXISTING HVAC SYSTEM TO PROVIDE (2) ZONES (Bedrooms/Main Living Space) AND ADD AC. J®� N®= tst201109 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" D.C. PROVIDE 2" SPACE FOR AiR CIRCULATION IN ROOFS. II- REVISE PLUMBING FOR NEW FIXTURES ( LOCATIONS. DRAWING NO. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 12- REVISE/ADD ELECTRICAL RECEPTACLES, 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SWITCHES, AND LIGHTING FIXTURES PER ELECTRICAL PLAN, 8. ALL FLUSH WOOD CONNECTIONS SHALL. BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER 'THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 60 fl 12" O.C. INTERMEDIATE. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WiTH GALVANIZED HURRICANE TYPE CONNECTORS BY "SiMPSON" OR APPROVED EQUAL. OF A5 PROVIDE "SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL New: New: # New: r-Asphalt Shingle Roof Ridges to Align 2x10 Asphalt Shingle Roof Asphalt Shingle Roof 30 Felt IZ 304 Felt 12 Existin _ Existing: Plank Decking � Ridge 30# Felt PI wood Sheathing 4 Plank De kingg' t New , T--- 2x8"R RW 16�ocheathing 4 y g s, 4 oc ( ) Strap Hurricane [ OBIERT Roof Rafters Ceiling Panels Metal Roof 12 Chps" on All Existing Roof 5'-10� 5'-10" 5�8" PIl wood Wood Remove Windows aid Clerestory Infi R ter �� Rafters (Tgp.) WEBER y BeamCeiling Patch Sold I —l2x�{ Ties Plywood Sheathing --_- Structure __-- 2x8 R.R., 16"oc s Strongback to Lap Top Ip g �/- Azek Fascia ARCHOTECT I I 5 I/2" TtG , , l3) 1/2" 5/8" Tygpe "X�I 126xIO C.J. - IxlO Fascia Bd. New i i New: —Existing Soffit 1 LVL Beam. Gyp. Bd. �5 I/2" TtG Pest I , Encase in ` PORCH ' i 30# Felt --� New 11 Soffit ExistingExistin O 1, 1 Cedar Shingles 11 Azek Bd. Cedar Shingles 9 , Existing PORCH 11 cal 9 I i I , , Existing New 304 Felt gg LIVING ROOM Bluestone 11 Tapered Square GARAGE M. BATH MBR �Bluestone nl es tar Over i Set i 11 � Stud ExisttnWalls w/ � Set i i O LIVING ROOM p 5/8" Plywood " " �- Plywood Sheathing in Mortar Over i ; '- "Aiek" Column -'� 2x'f Studs, 16 oc 4 P. Conc. Slab if 9 9 Flashing Betwee w/ 6"x6" 10/10 ; i Flashin B tweet 4" P. Conc. Slab " (11" to 7" w/ Existing Sheathingt WWF Reinf. 1I Shingle Flare Existingg " " 2x6 Presssure 2x8 F.J., 16" oc - ' I lT ) Sheathing t w/ 6 xd 10/10 I I 5/�I Cap) Slab Edge gp 2x8 F.J., IG" oc Slab Edge WWF Reinf. ; ; �{" P� Conc. Slab Shin le Treated Sill __ _ u_�_ �__�-_� I w/ 6•x6 10/10 Flare Sill Seal/ WWF :Reinf. Termite Shield 2" Stone Veneer 2" Stone Veneer /8"� xt6° on Porch Foundation ",'� won Porch Foundation Existin Floor Framing I - ► Existing Existing Existing O C 9 i A.B., 32"oc New (3) 2xlO Drill t Prn " `�— l3} 2x10 Girder 8 P. Conc. Found. (�.RAWLSPACE Drill t Pin " �`+ New 2 Slab I 8" P. Conc. Found. Areaway Slab to Existing Wall on I6"x8" Cont. Carder 8 P. Conc. Found. 9 Slab to Existing Wall on I6"x8" Cont. ' 1 Wall on 16"x8" Cont. cv Found. Wall w/ P. Conc. Ftg. Existing 2 P. Conc. Found. Wall w/ P. Conc. Ft i 1L P. Conc. Ft Existing #4 Bars, 2'oc �� g Exist in g ttq Bars, 2 oc �- 9 Conc. c�und. B,gSEMENT " __J (3' Below Grade) i Wall ;- 6-0 Existing Conc. Slab O i SEC I ION rA A SECTION SECTION { h t I I . k i i i 12 - „ I I Remove i Flue New $spkaTt, ; I DRAWING TITLE: 1 1 I I �Shm'gle }2e6f 1 1 �,-' ELE1/,t4TIONS TIM 11 111111 - '------------------ ---- ------------- a _ --- ---- ---- I I ` 1 1 ------------- --- f i IT —IT 11 if --- --- ---- ...... .... --_ ............. ............ III III ' 1 .I........... . - - __-�/--_-- I ...�. II — I i. . I.1.. I.i.. II : II 1 \ 1 i 1 11 , I ► I I I � I II t� I I 11 I I I 1 I I I I l l New Wok I t © © I Flea—fiToo I I I I I I I I I Shingle Spding I 1 11 I� S i n e i In ` . i 0 (r1l �rl I O a I 1 1 I I / :® ® I I t'V ® I Q `r' JOB: II 11 ( 1 1 I II II I i i i i i i i i i i 1 i 1 GARAGE/PORCH I I II II II it II ADDITION _ ----------- -- ------------ - I I 11ATTHEW BURGER ---------- ------- --------= ----------------=--------------- 1600 PINE TREE ROAD CUTCHOGUE. NY 1 1 1 i t I I TOWN OF SOUTHOLD 1 1 1 1 1 I I i 1 1 1 1 SCTM# 1000-98-01-19 r r ti r r' I 1j ARCHITECT: NORTH ELEVATION E S I ELEVATION FREDERICK R. WEBER 1/�4" = F-0" 41 EAST MAPLE ROAD 1/,4" = I'-O" GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL. NY 11996 New Brick--� Chimney TEL 631 '15-4-5555 PAX 631 261-1084 12 12 Ridges to Align 12 - SEAL: New Asphalt L.C. Copper New Asphalt I 1 ,- Shingle Roof Flashing ��Sf I Shingle Roof 1 12 Ix3 Shingle Mould I 2 ��3 1 IxIO Rake Bd. f' __ _______________ _--__-___-_______ -- E w M al R f T _-__________-____- t1 _� ,z _ ___-_____ -_ _ !' 1 I I I I,`` `�1 _ __ ` s 1 I ......... ......... .I. I. ........................... I. I. 1 �� --_ ....... ..... . __ __ ! �` i ............................................... ................... ..............I I I . ...........I.1....................... I ——..... .. ---- -- —--- 1 fit`. . ............... .........I. ........ ----------=;............... . - I New Dbl. I Ndw! Wood Hg" I New Wood I I ; ; I IxIO I I I I I I I I I 1 Windows , Fascia Bd. I I I I I Shlii le Sidin 1 I 1 New 9 g D l a D Shingle Sidin I I � Wood I I `:J 11 O ,I O9 If Shingle Siding I 1 I +I !✓� i i ` i i 1 I 1 ® New 5/4x4 I 'rt II I 1 1 1 �.% "Azek" Casing) rT I I t I I I I I i i If I i i Tapered Square " 2 I ' i i IoC I I I I I I I I I "Azek" Columns— l i I if I I I j j Wood I I I I I I I 1 Guard Rail New Porch i i 1 REV.: II II II II L1•-------------Q----� --------__'-�__•a_----a—Q...e I I I I 11 (Bluestone) # lai--------------1 I=,o,----m_:�®_—__—.-__—_—_ I I 1 -- ----------- -------- --------------------- 11 - ----------T� I 1 -_----_-_� -------- --_-- _____--_- " __ DATE: FEBZO. ZOIZ ` -----------------------------•�•---------------1- 1 _ _ I oo�oDo a❑oa o oa�o= o'Q6 - - - J ci a e m I I I r I I I I I I ! I I I I o I I I 1 1 SCALE 1/4 ® I —0 1 1 1 1 I L I I I I P. Conc. 1 1 I I 2 Stone Veneer 1 1 1 I I JOB NO: w201109 L 1 11 1 Areaway w/ I I : I I 1 1 1 1 I on Porch Found. 1 1 1 I I Bluestone Ca fb I i 11 Walls (Grade to 1 I I 1 1 11 1 1 I I : ► I I I I I �+ Underside of 11 1 I f j L - T----r" L-, 1 y l t I I i 1 I I I I I --J Bluestone)' �_ 1 1 GARAGE ADDITION I ► DRAWING NO. - r J 1 1 \ L J L_ I I �� L-, L_' I SOUTH ELEVATION ; � � � ; : 1 ! 1 ; 1 ► ® a 1 '- -----� �z- -----'-I- 1 1 1 11 I L-------------------------------------------j I EAST ELEVATION I✓�„ = 1,_O�� L - - -L-====_=r7 I r------ ,J ----------------------•------------------- I 1 LI-' --j OF AS ' L--------- L-L--- L- r 3 FREDERa K Joint Description 5811 Sizes Nail spacing ROBE RT WEISER ROOF FRA.NING Rater to Top lei (Tce-nsill) 3-8d pair roar Coiling Joist to Top Plate(Too-nailed) 3-8d per joist ARCHU 'ECT Coiling Joist to Paraftl Rater(Farca"eftd) 3-16d each lap CeINng Joist Laps over PartlUons(Faso-nailed) 2-8d per flap Collar Tie to Ra�ftcr(Feco-nsllad) Blasting to Rater(Too-nailed) 2-8rl each reed ast Rim Board to Rafter(End-=114 2-16d each end I' SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS WALL F ANG 2 x 4 TIE EACH RAFTER n 2-led ' psrfoot Top Plate to Top Plate(Fay-nU Top Plates at Intersceon3( oar -nsilsd) 4-led joints ech side i Stud to u ICE SHIELD UNDERLAYMENT Header lder(Fain 2 � -nailed) 16d 16"o. a. longedga3 REQUIRED - 24' FROM EDGE HURRICANE CLIP Top or Bottom Photo to Stud(End-nailed) 2-16d per 2x4 stud 2-16d per 24 stud TYPICAL. 2-16d per 2x8 stud rn ALTERNATE POSITION OF Bottom Pinta to Floor Joiot,Bnndjoist°Endjolst or Blocking(Fooeo•nafled) 2-16d 'z psrfoot HURRICANE CLIP USE SIMPSON H3 . FLOOD F0.l= 2 x 10 CEILIING JOIST i ! Joist to SM,Top Pl-1to or Glyd--r(Too-nallzd) 4-8d par joist ' Bridging to Joint(Too-ricilsd) 2-8d each end T r ESlacldng to Joist(Tea-nailed) 2-8d each end SIMPSON H2 HURRICANE Bloddnq to SM or Top Pines(To."alls-d) 3-16d each block CLIP NAILED. FROM - HEADER -' Ledger Strip to Boam(Farce-nnIled) 3-16d each joist RAFTER TO STUD. - `j MST3l METAL STRAP Joist on Led a ff'rto�.:rn(Toy-neiie 3-8d pmrjoist TYPICAL ALL RAFTERS PROVIDE Sd COMMON `j - JACK POST 5 - 8d NAILS EACH END NAILS � 4" O.C. AT �` = w/ 4 - 8d NAILS �32" Bond Joint to Joist(End-nailed) (. 3-16d � per joist 0 EXTERIOR EDGE OF ALL EACH END - TYP. Band Joist to Sill or Top PIat4(Toy-nos od) 2-1�1 per foot DOUBLE TOP SHEATHING. ROOD SHEATHING PLATE SHEATHING TO LAP TOP WALL PLATES APA RATED PLYWOOD TO ! StruciJurl Pancslo 6d C o.c.perimeter zone other 9 o.c.edges of n EXTEND TO TOP OF TOP SIMPSON TIST31 U PLATE. 1 1/2" WIDE - 12 GAGE panel, interior METAL STRAP 832" OC. Diagonal Board Sheathing MAXIMUM. 1"x 6"or 1"x 8" 2-8d Pew'cuPport 1"x 10°'or�aidar 3-8d per support CEI'U%NG SHEATH*" 4 - 8d NAILS e " TOP OF FOUNDATION 6d r edge/10"field [d 2 x 4 I6 O.C. Gypsum d�nllbaord � `1 WRAP + NAIL STRAP STUDS `SHT "G ( 4 - 4d NAILS ) : AROUND SILL PLATE AT ANCHOR BOLT SIMPSON NST31 s _ Structural Panels 8d (sue t�bp�3.g) l 1 1/2 WIDE - 12 GAGE , Fiberboard Panels " ` f-:'' 4 - n n METAL STRAP $32" OC. i I� = " edge 167 field (STAINLESS STEEL) k-;I • s =� 7/16 6d 3 25/32" 8d 3"edge/6"field NAIL SHEATHING TO SILL PLATE 8d NAILS 8 4" O.C. i-' (SHEATHING TO LAP SILL PLATE) _ GumV11 Wallboard DRAWING TITLE. as 5d 7"edge 110"field 8d see table 3.9 2 5 REBA R M Ha rdboard ( ,. {wI3Ys 3.9)'S• s�lG - lea 8d Particleboard Pasrra E ETz�I- D D 5 re.• CO Diagonal nal Board SL3 .hin g2x6 2x4 SILL PLATES A Q TREATED.ATED. n " "n - art -8d Sri_ -.��. per PP w - 1 x 6 o r 1 a r, n n d r su et ,r " -8 3 � r Pe PPo e 1 1 r� dr -•L^ 0 - _ x 0 c 2 C. S 8 r, - SEE FOU DATION DWG. w/ 2 x2"x/�n WASH ER. R. •r i•;' :=• - FLOOR SHEATHING E FO ING L R - - - DE I N/R IN RC DIPPED A V. 0 FOR S G T D(HO T G - ;.: NLE EL -STAINLESS STEEL) Structural Panels ISOLATE WASHER FROM SECTION SILL PL W/ FELT STRIP ELEVA t 'EII I"or l Sd 6"®dge/ field ld guar than 1" 10d 6"edge/6"field JOB: Diagonal Board Sheathing 1"x6"cr1"x8" 2-8d psrsupport Caz RAGE/PORCH aHOLD L.)wjWN Om% HEAR CONNECTION (DRFICAL PATN 3-8d per support ADDITION Flailing requirements are baced on call sheathing nailed Won-center at the parcel edge.If it sheathing Is nailed MATTHEW BURGER 3"on-tenter at the panel edge to obtain higher shear capadfla s,nailing requirements for stnr#uml members shall 1600 PINE TREE ROAD be doubled,or alternate connectors,such as shear plates,shall be ussd to frWrita In the load p0h. CUTCHOGUE" NY 2When vmll sheathing is confinuous over connected members,the tasbula tad number of nails shall be permitted toTOWN OF SOUTHOLD ba reduced to 1-16d nas11 per foot 5CTM8 1000-98-01-19 ARCHITECT: FREDERICK R. WEBER r---� 41 EAST MAPLE ROAD r GREENLAWN. NY 11140 c 52 NOYAC PATH DESIGN CRITERIA: WATER MILL, NY 11911. i I 154-5555 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE FAX G3) 2!"1-10 4 I FIRST LEVEL - 40 PSF, L.L. FROST LINE DEPTH - aV ' EXISTING ROOF ; PROVIDE Sd COMMON 1NAILS m 4" O.C. LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY AT ALL HIGH PRESSUF2E ZONES BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: ' PROVIDE 8d COMMON ]NAILS 8 6" O.C. WIND SPEED - 120 MPH i AT ALL OTHER PORTNONS OF ROOF I TYPICAL. SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES ' NOTE: HIGH PRESSURIE ZONES ARE ALL AREAS "� t 4'-0" FROM ANY RIDE, HIP OR GABLE END I I DESIGN CRITERIA: -� ---- NEW ROOF I } _--- �---------------------------------- - ; DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ' CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. � 1 I C� k i l --- I i WINDOWS - GLAZED OPENING REV.: t { ; DATE: FEB If,,, 2012 EXISTING ROOF I i EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE i i I DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE: TEST OF ASTM SCALE 11�" 11_Om I E 19% AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB ADO: w2O11O9 ROOF � l �I I/8' _ I`_0° RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS � I OF 1/16 AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING __ ul PROTECTION. ATTACHMENTS SHALL BE 2 1/2" #8 WOOD SCREWS, 14" OC DRAWING NO. _-______ FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. Q OP AS , ELECTRICAL SYMBOLS FREDEROCK I ELECTRICAL FIXTURES : ELECTRICAL NOTES : RO L T SYMBOL DESCRIPTION I OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- RECEPTACLES It SWITCHES TO BE "DECORA" (LEVITON), WHITE. DUPLEX RECEPTACLE I I- CHANDELIERS and HANGING FIXTURES 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 2- KITCHEN PENDANTS 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. W.P. DUP.REC.-WATERPROOF 3- WALL SCONCES 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORD. 00119 DUP.REC.-GROUND FAULT 4- SURFACE MOUNTED PORCH CEILING FIXTURES 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOtW TEMPERATURE I 5- ALL DECORATIVE EXTERIOR FIXTURES DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. E9 DUP.REC.-FLOOR 6- PATH AND POST LIIGHTS (12OV, Line Voltage) 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. r '1- PADDLE FANS (To The Mounted on Bracket Spanning Joists) -I- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES It EQUIPMENT. SPECIAL SPPECEC.-(I)SWITCH OPER. { CfAL OUTLET ! ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO", 5"0% HOUSING t TRIM (White) SURFACE MTD.-CLG. 3- ALL CAST ALUMINUMDUPLEX FLOOD LIGHTS. 4 4- UNDERCABINET KITCHEN FIXTURES ("KICHLER", Hockey Puck Style). P SURFACE MTD.-CLG. (Porcelain) -� RECESSED-CLG_ s, EXISTING CONSTRUCTION - ADDITION +-O WALL MOUNTED `I (3� DUP. FLOOD l O-> HIGH INTENSITY, SWIZEL, RECESSED p CLOSET LIGHT I Q SHOWER LIGHT. (Wet Location) 1 UNDERCAB. U FIXTURE i ® DOORBELL/CHIME i 0 EXHAUST FAN ----------------------------------------------------------------- ----------------- ---- ----- I ---------------- -------------------- - -'-- _-1 PADDLE FAN ! --- _ • - -- Hos� ---- --- .A - -----�� � ------c- I�� = r--�Y� -�__- ❑ Bib(, _ -- Ex I I I I _ 11 II I ,I 1 I \ 3 G#, GFi I Yfi�7- t I I t 1 t I II 1 �I t PADDLE FAN LIGHT �® \ I I I x I I I I I I I I 14 , , I I I ❑ ATTIC FAN Ex II II II It ----- ® I I-0 I I \ I I I 11 I I I I II ---__-I I I I Ex I t SPEAKER I ' Il II III II \ TELEPHONE I 1 1 ew I I II i1 New CABLE VISION I I I I 1 1 I Chandelier I I III I Track 1 1 I I \\ I I I t, II II II II I II II I I (Existing 11 t Lighting I I I `� I � COMPUTER (Cable it Phone) I I ! I I Location) I I 11 I I I I \ I I I Ex �Ex Ex ExI I I I ® LIGHT W/ HEAT/FAN/NIGHT LIGHT I I 11 11 I I III I I TO THERMOSTAT I I I I I I I I III I I I I I I FAN/LIGHT O I ! I I I I I I SMOKE DETECTOR V ----•1 L------IL-------1-L — ------lll 1L--- -- --- ------------------)I I 14` I I I I I I YD lf— In 11 11 T / I t nil , t l I I► 1 1 I I III/ Qco CARBON MONOXIDE DETECTOR L� SWITCH I \ I I I I -------Ili ► I III I I _ I I SWITCH 3-WAY$3 ---- -- ----+f---- ---- + --- ---I f , I I SWITCH 4-WAY EA0® 40 4 i .I,;• , , `:.\: i i I I i SWITCH W/ DIMMER D _' ' I ' I , I �L —i i ► I I 1 t; - /' ; :� ; w Ch DRAWING TITLE: aln�eher I N I SWITCH WATERPROOF JAMB SWITCH New „- I I I I ELECTRICAL f-P `___'� I ! a li; 1 1 I I I I I / I ® KEY PAD 15T FLOOR I 1 ' ---- _ Track il, ., / __= 1) Ligh�ina11 EX EXISTING 9-1I IAC #I X mI,IIlIIi OYh d.Ii\ \ �-a" Door CO I 1 if E T�11 JOB: I I Ex z \� I I i Hose j GARAGE/PORCH E/PORCH „) ' OEx ' Ex I � I I Bib I ADDITION IATTHEll BURGER --------y -- ------- - ------ I 0CU\ YROA D ------------ --k Ex -----------------®--- ------------- I - C1TOC � ; y I r----- i 1 \ -------- --------- ---- ------- - ----------1----------- ------- TOWN OF SOUTHOLD x I % , ------------- I ------, i I SCTAT# 1000-90—OI-19 �E 4 ARCHITECT: Ex I I Ex I I I 1 PREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 Sa NOYAC PATH I = __- -' `i----- I I I i WATER MILL. NY 119't6 l i 1 I TEL 631 154-5555 Ex FAX 631 241-1084 ELECTRICAL! 1 IN I ; ; I SEAL: . ' Ex II FIRST FL ® ® P L A N o;d I 1 I 0 Ex Ex _J_-___-- -_______ -� -------------- --- � , '-------------------------- Hose r Bib `. �I APPLIANCES: OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION it ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: 30", (4) BURNERS-PROPANE. OVEN- 30 AMP ELECTRIC 2- REFRIGERATOR: DEDICATD/GROUNDED 20 3 DISH WASHER AMP RECEPTACLE, (HIGH) : ELECTRIC 4 PLUMBINGE REV., 4- KITCHEN HOOD: DATE: FEB 26. 2012 5- WASHER: PLUMBING It ELECTRIC SCALE : 1 4 - 6- DRYER: ELECTRIC JOB NO: m201109 DRAWING NO. PLUMBING NOTES : I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXPOSED FEEDS AND► ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER: PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. IE 4- ALL HOSE BIBS SHALL BE. "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. ! OF El , 1 4