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HomeMy WebLinkAbout37419-Z Town of Southold Annex 1/2/2014 P.O. Box 1179 54375 Main Road $ Southold, New York 11971 119m") CERTIFICATE OF OCCUPANCY No: 36684 Date: 1/2/2014 THIS CERTIFIES that the building BARN Location of Property: 845 Maple Ln. Southold, SCTM 473889 Sec/Block/Lot: 64.-1-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 37419 dated 8/2/2012 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: non-habitable accessory barn as applied for per ZBA #6508 dated 11/3/11 The certificate is issued to Stanton, Philip & Stanton, Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37419 12/26/13 PLUMBERS CERTIFICATION DATED An ed tgnatu 6TI. TOWN OF SOUTHOLD 55A BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 37419 Date: 8/2/2012 Permission is hereby granted to: Stanton, Philip & Stanton, Jennifer 18 Orchard St New York, NY 10002 To: barn relocated to this parcel from 64-1-14.7 as applied for per ZBA #6508, dated 11/3/11. At premises located at: 845 Maple Ln. Southold SCTM # 473889 Sec/Block/Lot # 64.-1-29 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 211/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $388.00 CO - ACCESSORY BUILDING $50.00 Total: $438.00 Building Inspector Form No. 6 ti TOWN OF TME BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ll 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 (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of.Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. / 2 - 5 - New Construction: V Old or Pre-existing Building: (check one) Location of Property: S R -A l dzyN (~TZExK 5 ou (A c++ erg House No. Street Hamlet Owner or Owners of Property: ! c J ¢~yy~ ti j~-ems Un Suffolk County Tax Map No 1000, Section y Block / Lot i c1 7 Subdivision 3:4 1 i Filed Map. Lot: Permit No. Date of Permit. / 2 - z - / / Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ mil) ,w 2 Applicant Signature pF SO(/jyOlo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 c Q roger. riche rt(a)town.southold.ny.us Southold, NY 11971-0959 N~ ~~y0VIVO, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Phillip Stanton Address: 845 Maple Lane City: Southold St: NY Zip: 11971 Building Permit* 37419 Section: 64 Block: 1 Lot: 29 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 Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: BARN basement Notes: Inspector Signature:Date: Dec 26 2013 81-Cert Electrical Compliance Fonn.xls TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 ANSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I ` dh)u~/~ L DATE INSPECTOR ~o# Vaour,,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. KFOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: D dam-- . Fo-"4 . sec o DATE INSPECTOR / RIM TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ? o~~OF SW/ty~ ti 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 (FI REMARKS: 17[1? DATE //,3 INSPECTOR FIELD N REPORT DATE CONS 1 % -7 y J3 FOUNDATION (1ST) s J FOUNDATION (2ND) o SU ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE V` r q~ FINAL ADDIT COMMENTS O O z 44 C)o. Pd a -//-/3 W ~ 0 z e TOWN OF SOUT D UDEPT. BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPA Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 4 sets of Building Plans TEL: (631) 765-180 Planning Board approval FAX: (631) 765-950 Survey SoutholdTown.No Fork.a~i6 rS~~ Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20~ Single & Separate Storm-Water Assessment Form ).4,20// Contact: Approved Mail to: Disapproved a/c Phone: Expiration 20J Building Inspector APPLICATION FOR BUILDING PERMIT Date 20// INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. rgnature of applicant or name, if a corporation) Stozo Ina i., tCocca! 10,7I cal (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder & 7 Name of owner of premises nt7 r~C / ~h t /c ~f c~7 (As on th tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: <kyS /nCtrl / 4 t rte- Gi,-/x 0 /r? House Number Street Hamlet c, County Tax Map No. 1000 Section~Block / Lot Z Subdivision 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 b. Intended use and occupancy o ca h- "is ~Zn?q At+ a-- a)rm- z6 W 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height_ Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear_ Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_ NO_ 14. Names of Owner of premises _Address Phone No. Name of Architect _ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, 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 (tt 9-/7-C CCa _ O 0-r-f- _ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing cove named, (S)He is the (Contracto Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 10, 2011 TO: Patricia Moore for P & J Stanton 51020 Main Rd. Southold, NY 11971 Please take notice that your application dated August 3 2011 For a permit for an accessory barn at Location of property: 522 Town Creek La., Southold, NY County Tax Map No. 1000 - Section 64 Block 1 Lot 14.7 Is returned herewith and disapproved on the following grounds: The proposed 24' X 30' barn, is not permitted pursuant to Article III. 280-15 which states: "In the case AC District & Low Density Residential R80....Districts accessory buildings & structures or other accessory uses shall be located in the required rear yard subject to On lots 80.000 sq. R. and over the maximum height is 22' The drawings indicate the height of the barn is 25.1'. A Authorized Signature J 3-~ y,9 BOARD MEMBERS ~a SOSouthold Town Hall "Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 James Dinizio, Jr. l~tI Office Location: Gerard P. Goehringer u. G Q Town Annex /First Floor, Capital One Bank George Homing 54375 Main Road (at Youngs Avenue) Ken Schneider Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS REC~EIVnED' TOWN OF SOUTHOLD ~1- q a ~3 Tel. (631) 765-1809 • Fax (631) 765-9064 NOV UUU~ 2011n FINDINGS, DELIBERATIONS AND DETERMINATION ~t MEETING OF NOVEMBER 3, 2011 Southold Town Clerk ZBA FILE: # 6508 NAME OF APPLICANT: Philip and Jennifer Stanton SCTM# 1000-64-0 TQ7 PROPERTY LOCATION: 522 Town Creek Lane and 845 Maple Lane (adj. to Town Creek), , N Y SEORA 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 August 31, 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: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated September 28, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Current location of existing barn is on a property that is 56,501sf it is improved with a three story framed dwelling, a framed garage and the subject barn. The proposed location for the barn is an improved property with two one family dwellings and a fram accessory building it is 5.3257 acres and has 202.00 feet of frontage on Maple Ave., 595.18 feet on the north property line, 678.80 feet on the east property line, 374.07 feet along Town Creek, and 299.00 feet on the west property line as shown on the survey prepared by Peconic Surveyors last dated November 9, 2007. BASIS OF APPLICATION: Request for Variance from Article III Code Section 280-15 and the Building Inspector's August 10, 2011 Notice of Disapproval based on an application for building permit to relocate and re- construct an accessory barn at; 1) height at more than the code required maximum of 22 feet, existing location: 522 Town Creek Lane and proposed location: 845 Maple Lane. RELIEF REQUESTED: The applicant proposes to relocate the subject accessory Barn from SCTM# 1000-64-01- 14.7 to SCTM# 1000-64-01-29. The subject Barn has a pie-existing nonconforming height of 25.1 feet, where the code permits a maximum of 22 feet, therefore necessitating a height variance ADDITIONAL INFORMATION: At the public hearing, the applicant was asked about the second floor loft of the bam and agreed to remove the second floor and leave the first floor open to the existing roof, and to submit a new floor plan showing this change. The Southold Historical Society is in favor of the applicants' variance request. Page 2 of 3 -November 3, 2011 ZBA File#6508 - Stanton -CTM: 1000-64-I-14.7 FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6, 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: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: I 1. Town Law 6267-b(3)(b)(1). Granting of the requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The barn has existed in its current location since the 1920's. The proposed re-location of the subject barn onto an adjoining residential parcel that is over 5 acres will be in a conforming location The preservation and re-use of existing historic structures is generally considered desirable to the maintenance of the character of a neighborhood. 2. Town Law 6267-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. To decrease the height of the pre-existing nonconforming Bain to a conforming height would require the reconstruction of the roof, which would not be feasible. Moreover, this is an historic barn constructed in the late 1890's and to reduce the height would diminish its historic value and character. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial requiring a 3.1 foot or 14% relaxation from the Code maximum permitted 22 feet. Additionally, the barn is an historic structure that should be preserved in its original condition. 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. Storm water run-off will be contained on site as per town code. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The barn exists at 25.1 feet high and the applicant desires to maintain its historical authenticity and relocate it onto their adjoining parcel to be reused for another purpose (year `round family recreation). 6. Town Law 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of relocating the subject historic Barn with its pre-existing nonconforming height to SCTM# 1000-64-01-29 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-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carried, to GRANT, the variance as applied for, and shown on the drawings entitled "Stanton Barn Relocation" Sheet #'s 1, 2 & 3, prepared by Joseph Fischetti, P.E., dated October 11, 2011 and the site plan sheet labeled L-1.00 prepared by Edmund D. Hollander, LA, dated Aug. 9, 2010, subject to the following conditions; i Conditions: 1. The barn shall remain uninhabitable. 2. The second story shall remain open to below. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. Page 3 of 3 - November 3, 201 1 .ZBA File#6508 - Stanton CTM: 1000-64-1-14.7 4ny 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. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Horning. (Absent was: Member Schneider) This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chairperson Approved for filing /®r/ /2011 I Of SOUlyolo Town Hall Annex # * Telephone (631) 765-1802 54375 Main Road az (631) 765-Q0 cot -%W roger richert~town.sou o .nv.us P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 13 Company Name: Name: GZl Go License No.: j I b ~S"- O o V / r71 Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ~I MILLI P d ;°rJ 7-0rd *Address: a 7r ?NPCB ZA/UE - J-0 y1-heo L- 0 NL1 t1/9-71 *Cross Street: /2T ~2 S *Phone No.- Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) AkeJ / (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 Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION W1Fk-1- As ~~JIL(_ pr,EAl cgt~7OMA%/C14 C ai0e qr. 82-Request for Inspection Fonn C, WI-/3 SCTM No 1000-064-1-29 SCDHS Ref. N°. RIO-10-0 70-064-1-29 901p34B Vo. RIO-10-0030 SURVEY G 'EY OF PROPERTY Situate Town Town Of Southold sDrrolk c( Suffolk County. New York SCAL SCALE V - 50 AREA (OVERALL TO or 5 -RALL TO TIE LINE): 231.886 sq.ft. or 5 3234 acres Cer t i (i ed on I y to ' a 25) L°nd Now °r E°rmerly or lerly of UlJgblc .Ilenos os r PPS W far Jenni (er Stanton I Philip Stanton F NIY cf a, R0 mef1Y palm FO°IseY °rm ck M In w of FI F-d CM 0115 007E l0nd eN P b W~IW at er e Pnne eP' 6oP, W0 Fou25 cw 200.00 200.00 NO w N 84'00 07'E 1..e La'w` S m 077 sh=d m Q o 0.6 Shod -d p W r o n D m of Found CM Is TH O m~rly °~Igelle D °w °r E1homes 02 "w\ p vv N E~ 4 L°nd N°wW MLU W°teeOD L0nd5 Publg W0 e 18A 97 s O~ P °el NaY pubb CD Found sM 59 j0'E 3 20 0,21E N y2 Q 2~ Y\ Il f ire a ~ m \ l z \ \ rn \ or Found cM Found CM °f °f j only OI N 0 22.N o22N o.oa'W F 0.09'W q rest \ O L dNNrp e6~0'e an°}er \ o °n en W ound CM G o g0• Wide Found CM \ \ ? Rn,9hl- Way M a5•0100'E 0OJ6 ifW uw 0 if N II W \ 2<e w Found cM 09d 35 F0465M \ ~°avIdIWM Found CM CM 625N m, 0 22'E N 019W 6 y oe. Found OrreoY 2N 029w~ L3 6 Fen.. 16010 16, 3 Esh.dg I ~ o Found CM 05E N 84-32 30-E C.Iumn to 9. C...... ed 5N Celvmn 1 T° A Smdi° Zr Slorry _ O F NOTE Prov,de project limi tmg fence and staked 029W h.' Mo=j8~o9 37 4 haybales at 100 wetland se t6 °ck h 0+ e31''P EJ a OI I a°mp 2F~om:y m' LLU3 g Pro d l •4, °r.r r.,.../. ~ w°r; °i`° tAr p.r 01 ,J q°m N W 2 - Sned° ra b. CURVE DATA: Ili s.: CI' Arc-4922 D laf° A q -76'3510" o o - / Ap tm.°n°° or I rd-45,63 ( - d~ri ~dio Peed=~h sh°d Ch I°n p.r Oihor:! d 5' -I O 4 Ch 8e° mg-8 46°4325W -d o III f c...p°oIe Radius-36 82 _ m f U r !i' LINE 84A21 L3 N 81'45 39 -E 20 06' = I"; 0^.AC°r'. L2 5 13°01 30-E 38 63' I ease .E 49 97, i sm.y Fr°m. I 4, 1:., I E.,ueng sn.d• d N/ auddmg cl Found [M L5 5 04.59 00-E 20 00 nadN: Paint Otis L6 5 52°40'00E 29 58 Staked 1212]/11 r•"---- L7 N 46'40 ''51 7-W 63 08 Laid raw, a rarm.lly or Par=h w\ 7 't noted cM L8 N 78°°27'5-W 29 68 SCTMe«1Da~io~4si-w~ zse Pr° °d B Y, 00_ L9 N 542034 'W 65.22 Pahba W.- Fr dry gP I /isO N LIO N 56°44 50'E 43.05 SjU/ca! -_t- d tiAlW IN LI I N 42°5850W 17 43' d\ I Ps P'ranr Tower 5 30 9 30, W 125:0 L 12 5 86° I I 14'W 19 02 --s. d 1a'79 \ do, h"aui Aa 478' L13 N 62°58 12"W 18.13 PrP°sEiee f rest 1 L14 N 20°30 59'W 12.83 R, capng ' p'nm HOLE 1 Tqs L15 N 67°01 19"W 24.19 -11 PwndE'° iftss ppV ro99p lydaoig g+: ea e' L16 N 16°1830W 52.19 L17 N 01°10 00"W 36.32 `p topmloWbWauEio pyl~~8odond-\ayly ` stoney L18 5 16°02'30"E 52 33 P+R+ oral Pr~ag4d Or'vew. L19 N I6°18'30'W 53 08 r e °a Port on or 1e7Ry a Ex sr ng IT.... aw` ved 0 rndicates floor elevafron. at too Walhad 1 ra be ? 1adr Sates found fence pas I. m 511tba=k \ ~~N\ - ¦ lad, co f es found concrete monument. ? `apo.ed N ,I, _ Lad Now or Fo, O indt mfes found iron rod Te a=c prop dPr ale cr\ 1 aac9ueline 9 umjllg Fence \ Public Win e d Now or Formerly P.bh Moeller - jee9 w 8 o rndicates found rran pin. (staked Hayr\ides) 1 Poe Water rndicates found slake a 71 • rndicates set 12' rran pin. o° as / / -,o= rndreares drill hole - I a J`-~U - r ~ /1vq wb rndreares net stake, 1\ m rndreares utrlrty pale Q rndreafes steel cover S 10'3 S 10'3930"E ` -175,42 fT CIA) Qv 1 rndicates water meter ~g 75,42 f X 212 96 (To Tle LI 1 `/<C © rndicates c ncrete call, Do,,h e°4`E 21286 IT rndreares light pale I<'E ® rndreares catch baste [811 >2c rndicates fire hydrant. Io FAgcd W=lands d . tA1aa of Wgeoad. 8558 w,J'A fl ~y _ - _ wass, v ~E OF NFL 88'46 47-W 224 30 g~P J~D S4S, /0 ?2"-A4 D r ~l- LS II < Mean HrgA Water NOTES 5°a1dng. Shawn Are B...d On Ap 111115 Low IY5ho, . 1 .e per I U,unlhoneed ahuronan or addona, ro a ea 6e ahe dosed land -2 et, raphm survey bw rweyar. net is . r.lc rran of re=tron 720 ;ag-dr- .'72' or the N 1 JAN 4 2012 z1n X1.11 ~rapprlp (b72e7zaoe, C Stare Edu=anne Law. m2s AD4996~~O Z Only copies from one ual of this rvey m rked wrrh a mil f the load sa veyors embos,°ed seal or inked sea; :hell be us rule- to he void BLDG DEPT -s -ZAND SUP s. Carpeocahaan r dicated hereon ~qaray hat his arw y prepared m TOWN of BGLrfeom v dance ah the exr rmG Code or P o n=. for LandSurveys s rveyr adopted by the Nh 9ro re only 1. A-colo, Frenal Land Surveyors Said cifmanuns Creek sha all r my he person fwo, r hham the su Y pt eid end al his beh.lf 1dp a the T,11. Grin uy. g v rnenrol agency ande L eadmg r summa, lured hereon. Rev and to the rg ne of the lending rrrvnon Cerefrcalnum are not orons- tunable To additional "ahlenons or sn6..paear owa.rs April 28, 2009 Area of Weponds 4 Underground improv.m.nn or encr ooahm ends d any a,. nor shown hur.oe June 22. 2009 Proposed sartery ystem 4 (Al... id Geo5=rea=e) November 4. 2009 Locate trees 0 0) 5 The jounce of right of ways , wetlands nod7or e°semems of record. it any, o~ TEST HOLE March 12 2009 May 3. 2010. Proposed site plan 8 coo :hewn are nor g'.... e'a June 14 2010: Proposed water line d fence D Swr..Yed Jw1y 16, 2008 0 - 0 Mrx.d ..nd d loom August 2 2010: Drainage calculations 6, All natural features hewn rv.y nciudrnqq but W hmrled In Bluff Crest Au ust 25 20101 Revise drainage 9 N David L Sceh as z N Y 5 L, No 049960 Clearing and Wetlands should h ue a :(red wit the approprr°le regulatory agency 0 5' - 10 Pale brown fine is medium send SP g t 1 Septce,por 2011. Plot August 16 2011. Coverage calculations 8 i So Sur f,eet Company, P C 7 Elermrons shown are based on USC d GS data. INGVD 19291, 10 - 17 Ware, rn pole brown line ro medram sand 5P Nove.be, 22 26 2011 011 Stak talle sanitary sys fee tu water line e 'yo 1 E 24 C p 124 Cedar S e Flood one r,fcrmalran laden from FIRM (Flood Inset none R.I. Mo I xd610SC0158H No at t bac , propos e d siruciures d dared September 25 2009. P benchmark coupnxr if East H324 -69New 11937 nc nxr (631) 324-6917 FAX AX 329-4768] December 27. 2011 Under construe flan d stake radms omr i ' EDMUND D. HOLLANDER r / a LANDSCAPE ARCHITECT DESIGN, P.C. / C r ~ / ENVIRONMENTAL PGANN6l6. LANDSCAPE ARCHITECTS. HORTICULTURISTS / T 1 ;y 303P=h AVmv&o PO.B-635 j II ~ - j~~ r + ME DOW PARCEL ~ P ~/s~~~ s's ~v.~ T'~ 1 r Rd. INIG Ra,R ,NY 11936 IS I. ~I ' / l Nm Yo kN HXXG PH631]152117 O I i I >r "%v LA1~jOUT d PLANTING ,y~~~ ~ i 1~` mtiizAnaIiw L 7 I ~ ; I O ~ U~~ ~ NOTE I NGLUDED I N ~ ~ ~ I~ I f ~ ~J~~ ~N,/,~ SG/OPE OF WORK /~r~~~/~'~,~~~y / r'~ilr~ OWNER'S REPRESENTATIVE MAPLE IA~ I~ ~ ~~/y h~//~/~~:: ~~/r r; l"r / ~///y~y..\ ~y NAME I ADDRESS 1 ADDRESS R CITY, STATE \ I PHONE U r yy'// 0 a"Vi=a / / FAX ARCHITECT NAME y ADDRESS 1 ADDRESS R I r r CITY, STATE PHONE 'a,E-i,r II MAPLE O _ ~ _ ~ 12' T0~24'~~ ~ , FAX ~ / / I ~ ~ - - _ _ G~STg _1 / k 42" LOCUST SURVEYOR _ ~/'_.e., L. - -.,;/`;,22" SPRUCE - I~ O NAME ADDRESS I ~ ~r A DDRESS 2 CITY, STATE J ~1 r ~ . I ' ~1L~7ER-__ ' - - - - - - - . _ / PHONE / FAX Am. _ _ p r •I o 10" LOCUST rlf I b MAPLE _ - 4 III ~ ~ ~ - - ' H LLY I ~ 30"~BEEGH / STRUCTURAL ENGINEER ~I, ~.~I. `..,:I~ ~ ~ I I ADDRESS 1 / 8' AM. - . I I I' ~ . t I - _ Q I'.: I" 1 ~ (~42" BEECH I I CITY, STATE i - - ~ 7 I I PHONE FAX ~ 48" BEEGI~ ~ •L... b ° ~ I > ~ I I 30" LOCUST I ~ I - - I MEP ENGINEER r. ~j, I 1611: AM. O \ N ME i' ` I6" ~4. HOLLY ~ - - ADDRESS 1 ADDRESS T \ ~/r CITY, STATE PHONE ~ 'C`' - I I~ ` ~ _ ::..';1.., 30" BEECH I -I -.a• 1 FAX I LAWN ~ . Ol I 11 ~ I~ ~ j ~ PROPOSED NEW ~ O EXISTING •ING SITE CIVIL ENGINEER I . " SEE, ~ WATER LIN ~ CARRIAGE 'AGE NAME E69 1 ~ ~ ~ I HOUSE 7E \ O I ~ONESES 2 TATE FAX NEW SEPTIC PROPOSED B6" LOCUST ~jr~f`i ~ ~ I 18" SPRU E ~ ~ SYSTEM -SEE ENGINEER'S ENVIRONMENTAL PLANNER rla N I DOCUMENTS i- NAME ADDRESS I ADDRESS I CITY, PHONE STATE _ , ~ i.:......','•'a'• I EXISTING EXISTING SHED, TO / FAX REMAIN I i~~F`, ..l'•.,;~i~ . ~ 22" SPRUGF~ r~~ B6" BEEGI~ 1. , p i C~ ~ ~ 1 o I I 1 L 1 ' *~r / ~ ~ ~ I C; ~ EXISTING~UTBUILDII NT BUILDING TO o I I RELOCATED 4 X42" •B E / ~ I ~ - ~ ` ~ ~ ~ ~ ~ ADAPTED AS POOL I 45 POOL HOUSE BARN P U5 USE , ' ~ I~ ~ ~ 18" BEES -I'~,~i i ~ B6' SJGAR ~ ~ ° 18" WHITE ~ `i ~ p M ~'1 I ~ .PINE I I I I ~ I i I d 1 l , ~ I- .ID O 04 • I I o I ~ I 6" GOFF E a~( a~0 p ~OQ~~; ~ ~ ~~I I II~ ~ ~ ~ ~ ~ ° 118" WHITE I I I BEEG .?y4 ~f' °r r O , I ~ I I > 6;~ AM. 'PINE' ~ ~ ° ~ ~ 1 I 1 I I / (,~,I LY- - ~ I I I I / i I ~ ~ I%I ~ ~ a ` ~ 4$'r BEE 1 I ~ ~GH~15'RNUT~ . ,1 6 "i AM. III 0 101, SF LJOE i I LAWN 6' WEEFING fi ~ * LAWN \ g0p QB _ / I f LLY - - - _ _ ~ r p i - - - ~ ~ ~ WILLGPW T~ ~~d``LY x~QO 6 ARBV. SHED, TO 14" HE OGK REMIAR ' ~8~_, - Illo i 1 ' 561, RED 4 1007. CD's -BID SET 9 AUG 10 NIAFLE IIIII I8" GE 6 6" QR o o /3 LANDSCAPE LIGHTING COORD 22 IDLY 10 MAIN IIII U RAY ~G~' HOUSE FYI 1 IIII~~ ° o / 2 9571 12 MAR 10 16 G A 1 ORIGINAL ISSUE 5 MAR 10 °Q~ rl it FLOOD as o C " A ODO~~ J r1L I Illli ZONE X I~ oLLY ®4'2" BLAGK OLLY / NO. PURPOSE DATE RELEASES \ SEAL 32" SUGA 30" BL~A WIALNUT ~1APLE OAK by QL52 bl~ I6 WHITE / / / OA OF I ' / ~ ' \ \ MATURE I I ~ FE FESCUE LAWN r I jIl GEDA25 I i `OF qE~ Y ' III I III I I I LIMIT OF WORK - STRAW ' I III I C ` / THESE DEMANDS ME THE PROPERTY OF EDMUND D HOLLANDER LANDSCAPE ARCHITECT DESIGN P.C. THE DESIGN SHOWN ARE TO CR10ED HEREIN. INCLUDING ALL 7ECHNIC0. DRAWINGS, ARE PROPRIETARY AND CANNOT BE COPIED. GUPpLRED. OR COMMERCIALLY ENPLOUTO, IN WHOLE OR IN PART THE DRAWINGS AND BALE BARRIER, 5EE SPECIFIURONS SHALL NOT BE USED BY THE OWNER FOR OTHER PFUJU . FOR ADDITIONS THE PROJECT. OR FOR COMPUFFEN OF THE PROJECT BY OTHERS THE OWNER ACflEES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE LANDSCAPE ~ I&" G 17Na[' ENGINEER'S DOCUMENTS ARCHITECT AGAINST ALL DAMAGES, CLAMS, AND LOSSES, INCLUDING DEFENSE / WR17 ALNO OUT 01 OP ANY REUSE O1 F THE THE ILA PLANS AND SPECIPI GTONS WITHOUT COSTS, I HIQNE \ o WRIRFN AUTHOflIUTION OF EDMUND D HOLLANDER LANDSCAPE ARCHITECT T DESIGN, P.C. L ST V O I lilt I ° ^ D ALL FIG. RESERVED PREPARED BY: COA~ EDMUND D. HOLLANDER LAYOUT NOTES ......I ,GEL O l~ LANDSCAPE ARCHITECT DESIGN, P.C. lq 22" BLAGK 200 PARR AVENIETE SUUTR SUITE 1200 1. LOCATE AND PROTECT ALL UTILITIES, SEPTIC SYSTEMS AND \ o CEDAR - 0 18 PI NUT OArn OF 1 ° N 2 NR YORK,, DY NY L0003 PI 212.473 AA[AL .4'19.1104 20 STRUCTURES PRIOR TO AND DURING CONSTRUCTION AND `L?/ /y O 0~/9 RU4:[C, 24720hoUanderdeaiRV.DOm REPAIR/REPLACE ANY ELEMENT DAMAGED DURING CONSTRUCTION. \ DOCK 36 -BLQGK - r YOUNG ' K y - - - - I CEDARS i \ / \ PROJECT: 2. NOTIFY OWNER/LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR ERROR BETWEEN PLAN AND SITE CONDITIONS PRIOR TO \ \ - . _ STANTON COMMENCEMENT OF WORK. Il_;~ - 3. ALL BUILT ELEMENTS IN THE LANDSCAPE SHALL BE CONSTRUCTED TO RESIDENCE MEET ALL APPLICABLE BUILDING CODES. NOTIFY LANDSCAPE \ ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. FLOOD ZONE 01 INS 4. DO NOT SCALE DRAWINGS: USE DIMENSIONS GIVEN. \ \ - - - ( AE (SFES) s) 845 MAPLE AVENUE SOUTHOLD,NY 5. ALL DIMENSIONS TO BE VERIFIED IN FIELD. 6. ALL DIMENSIONS ARE TAKEN PARALLEL TO OR PERPENDICULAR FROM DRAWING NAME FEATURES SHOWN UNLESS OTHERWISE NOTED. LAYOUT & 7. NEW DRIVEWAY, TERRACES, PATHS, WALLS, ETC. TO BE STAKED IN FIELD AND APPROVED BY OWNER/LANDSCAPE ARCHITECT PRIOR TO MATERIALS PLAN CONSTRUCTION. -SITE 8. BLUESTONE AND SANDSTONE SAMPLES TO BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT. SET DRAWN W. IC 9. PROVIDE 3/8" POLYURETHANE EXPANSION JOINT (25' MAX.) WITHIN CHECKED BY EDH CD PAVEMENT SLAB. sI 1"=20'-0" SHEET: 10. LEAVE THE SITE IN A SAFE AND NEAT CONDITION AT THE END OF ISSUE D 9 AUG 10 SH 1 -1 nn EACH WORK DAY. L 1.VNJ ' I EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. / ENVIRONMENTAL. PLANNew.3..+xoseeE AECHITECT6. HORTICULTUADIT6 FUTURE GARAGE - 7A~AF7~ mseuEAPmaa eoom 66 ONTRAGT I swNI21M s.SR Ii,W 111 36 NOT IN CONTRACT PHYnN73NY IWO3 PH PR 0 63 17251737 PH2L2 II O Ixvx.4V .ar3 ua I I I OWNER'S REPRESENTATIVE LAWN NAME ADDRESS 1 ADDRESS 2 PHONE STATE FAX 5.11 SUTURE ASPHALT IPHALT POOL ENCL05URE FENCE PAVING - NOT IN NOT IN ARCHITECT NAME ELEVATION -WEST G,ONTRAGT ADDRESS 1 21 ,l ADDRESS 2 FENCE, BURIEI GE, BURIED 5.01 , CITY, STATE PHONE IN HEDGE EDGE ' / FAX Z'T-~'/%' 4 ;F HALT PAV ING SURVEYOR 1 C... I / i' ' NAME MA OIL A GRAVEL" ADDRESS I FAGS DDRESS 2 A I • / ; CITY, STATE PHONE FAX STRUCTURAL ENGINEER NAME ADDRESS 1 ADDRESS 2 CITY, FA%MEP ENGINEER /JOINTS PHONE STATE FIRE PIT LOCATION llO NAME VIDE GAS \\JJ ADDRESS z NNECTION) FA CITY, X surf PHONE % FAX LAM SITE CIVIL ENGINEER NAME ^*,AORPE99 1 ADDRESS 2 CITY, STATE BARN ENTRANCE - LAWN O~ POOL HOUSE %I y PHONE FAX RAMP NU 18" AIDE DRY Q COVERED r r i%%. LAID FIELDSTONE CHEEK ENVIRONMENTAL PLANNER AALL5 - STONE TO MATCH --PORCH IL~ - NAME ADDRESS 1 ADDRESS 2 FUTURE LOCATION G CITY. OF RELOCATED / PHONESTATE FAX BARN 15ll R 6y \ .I'L i~ 1 O 5.01 N/V J J S w / II / it f / / - / `V. I /r~/ ,?i` , ~ ,fir 00, 4ONG:,B SE' / , ~Ir ~11 AFL ; I r" L a , j/ H~LIY/ / / r yl 11 /7 O 5PAGE~ L~ AWN , i r_I 5 1009. CD's -BID SET 9 AUG 10 o i, 'O 4 LANDSCAPE LIGHTING COORD 22 JULY 10 -icv O, TRA$I~ FO.h Kt/~IN EN 3 ARCHITECTURAL COORD 27 AP 10 --~.r - 7- LAWN awN $IN~ L _ J 2 95% 12 EAR 10 OOo % E r jOGuM l .VtiE ORIGINAL ISSUE 5 MAR 10 SCREENING IRREGULAR STOT DRY r NO. PURPOSE DATE TREES AN PAVERS W/ GRA° Po z AOOR LAR STONE' MVE/ NTJOINT5 5.OI r1ENTS'" 5.02 LAID RELEASES DETAIL 1 S 4 JOINT SEAL PLAN 5.21 HG \ S~ ? i T p~ pT Ab, -7- 1 00 1 III" 012 ov' , ` KI F-91 I~ ' d I I LIVING FOR LANDING 6 FOR BASENI NT, STAIR WELL, EE/11, ['0/1l DEN ARGH.'S I t'l11 DOGUMEN SI'I 1HESF DRAWINGS APE THE PflGPER1Y L= NO G XGWNGEN UNGSCAPE / i MCXRECi OESIGN~ PC. THE ESION AHG DESCRIBED KEEINi INLLULING O V STAIRS, 5EE I I . / / l / oeL UNEac~iu~~IX'cusvco"o nRwuR~STIR' w pA.. `ES Gp COPIED LUpLILPIE V , SPECIE-P,S SH-L NLi BE USED BY THE P- FDR NIDJ TRW ELiS, TOR A?DRILNS T LHEREES PREJECi, GR FGR COMPLETION Di THE POIN BY OiNFAS 1 THE OWNER AG TO HC1? HARMLESS INDEMNIFY. AND LEFENO INE 1ANDSCAF ECT T T 17 VOCUMENT5 - pRCHIiECi AGNST ALL WMACES, CUIMS NO LOSSES INCLUDING DEFENSE LOSTS ARISING CUT LF ANY REUSE OF THE PIAI:S ANO PECITIGPOxS WIR10ul WflIIIEN WIHCRI}APON OF ELMUND L HOLUNDER UNLSCAPE ARCHIIECi DESIG DINING LOPYRIDHi O L102 ALL RIGHiS RESERVE 2I T t54--1014" i , i , tl3 5q PORCH fill COVERED j i l PREPARED BY: PORCH ' EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C_ ~ e- 200 PAHH AVENUE SOUTH SUITE 1200 NER YORK, w 10005 PHONE: 212473.0820 PAK: 212.473.1104 Y / / / ' ~ l f / EHAW: ProleclvYhollmdevdeei6v.com 5TQ PROJECT 5 5 50 ~'r .;p B' I A, STANTON TERRACE 'X 0 RESIDENCE i $TAI, 6EE I / \ k\ V M N, 'RETAj--MFG 845 MAPLE AVENUE E G1 OSUI2~ILINC~'' VAT,f'l-- - TONE I , SOUTHOLD , NY ' ~ STEPS / FOR TERRACE 4 r, r / r 5TAIP 5EE i~ ORAWINC NAME: AR'H.'S / l I \ Y I /i x LAYOUT & ,I G X i o n A DOGUMENT5 i . oo wry , LAYOUT NOTES )TES MATERIALS PLAN - 4. DO NOT SCALE DRAWINGS: USE DIMENSIONS GIVEN. 8. BLUESTONE AND SAND AND SANDSTON$SAMPLESTOBEAP kO\~D HOUSE & POOL r , 1. LOCATE AND PROTECT ALL UTU CT ALL UTILITIES, SEPTIC SYSTEMS AND BY OWNER AND LANDSC VD LANDSCAPE/ARCHITECT. I I AREAS 00 ,o / STRUCTURES PRIOR TO AND DURI AND DURING CONSTRUCTION AND • \ ~"q~'•, / %i ; / ~C REPAIR/REPLACE ANY ELEMENT I ELEMENT DAMAGED DURING CONSTRUCTION: 5. ALL DIMENSIONS TO BE VERIFIED IN FIELD. 9, PROVIDE 3/8" POLYURE B" POLYURETHANE EXPANSION JOINT I(25 oRAwN JC J. PAVEMENT SLAB. sET. III / l ~ ~ ar' CD IDSCAPE ARCHITECT OF ANY DISCREPANCIES OR 6. ALL DIMENSIONS ARE TAKEN PARALLEL TO OR PERPENDICULAR FROM MAX.) WITHIN. PAVEMEN 2. NOTIFY OWNER/LANDSCAPE AF V AND SITE CONDITIONS PRIOR TO FEATURES SHOWN UNLESS OTHERWISE NOTED. 10 LEAVE THE SITE IN A'. E SITE IN A SAFE AND NEAT CONDITION AT T~IEI \ xcCREO eY: EDH ERROR BETWEEN PLAN AND SITE COMMENCEMENT OF WORK. WORK. ETC TO BE STAKED IN END OF EACH WORK DA` (WORKDAY. l l ECFI£. 1/8" = 1'-0" SHEET: T 1 7. NEW DRIVEWAY, TERRA CES,PATHS; WALL_5:----- . ISSUEEOnre 9 AUG 10 L • 1 I ~ I 111 3. ALL BUILT ELEMENTS IN THE L. PS IN THE LANDSCAPE SHALL BE CONSTRUCTED TO FIELD AND APPROVED BY OWNER/LANDSCAPE ARCHITECT PRIOR TO,", f CONSTRUCTION. 1 II MEET ALL APPLICABLE BUILDIN( E BUILDING CODE. Nu I it y LH VL h+ ISCREPANCIES PRIOR TO CONSTRUCTION. ARCHITECT OF ANY DISCREPANC EDMUND D. HOLLANDER LANDSCAPE ARCHITECT DESIGN, P.C. ONVIRONMENi PLANNSl6, LANDSCAP9 ARCHITECTS, HORTICULTURISTS I I 200 P4 AV S-th P.O.On 635 Swb 1200 SPS H41gl. NY 11936 NPw Ywk,NYHX03 PH631.)252TI7 PH 212.473.0620 1 P%2 12.6T3.1106 I I I I j 1 I I SEE FENCE NOTES aI/-L-5.12 OWNER'S REPRESENTATIVE NAME ADDRESS 1 ADDRESS 2 / DARN \ POOL HOUSE CITY, STATE PHONE FAX IL ALUSNMENT ARCHITECT NAME ADDRESS I ADDRESS 2 CITY, STATE PHONE FAX EQUAL, HEIGHT OI HEIGHT OF FENCE 5TEP5 UP SURVEYOR t 8'-I" t 13'-b" CENTER 1 n NAME ADDRESS 1 ADDRESS 2 n CITY, STATE ,u 1~ I b'-b I_ 1 I- n PHONE - t t b'-q" CENTER FAX ER, STEPS GATE I STRUCTURAL ENGINEER I NAME L I A TFanca cq.54 1~ Immom DDRESS 1 ADDRESS 2 1 47 T47 T CH STATE PHONE FAX FINISHED FLOOR 101.00 i MEP ENGINEER NAME A DDRESS 1 ADDRESS 2 CITY, STATE 14.25 5IN 15.50 - I PHONE _ II FAX l @p:2 KALL d POOL SITE CIVIL ENGINEER ENCLOSURE RAIL 5 A NAME 5 2 STEPS 4 ADDRESS 1 ADDRESS 2 11 5.01 9.12 GATE CITY. STATE PHONE 5.01 = FAX ENVIRONMENTAL PLANNER NAME ADDRESS 1 ADDRESS 2 RETAINING WALL POOL PENCE ELEVATION CITY, STATE PHONE SCALE:: 1/4" FAX ~r1r T- i- r SEE SEE FENCE NOTES a1/-L-5.12 a ~ _ i n L7~ b vv i vv..+~ 2 F1 (~----GATE-- 1l = E] El 0 0-_ , I I 3 100% CD's - BID SET 0 AUG 10 I I I Q I 1 2 05% 12 MAR 10 1 ORIGINAL ISSUE 5 MAR 10 I NO PURPOSE DATE 1-1.55 RELEASES TYPICAL PANEL AL PANEL SEAL POOL POOL ENCL05URE 05URE 512 522 ENCLOSURE FENCE GATE Ov D A~ k25r-ALEL OEENGE ELEVATION - WEST : I/4" = I'-O" 1 A OF NEV1~ n THESE DRAWINGS ME THE PROPERTY OF EDMUND D HOLLANDER MORI ARCHRECT DESIGN. PC. THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL OWIINGS, ME PROPRIETARY AND CANNOT BE COPIED. DUPLICATED, SPECIFICATIONS S4LL NOT BE JIM BY THE OWNER FOR IOFFER PROJECIS. FOR ADDITIONS TO THE PRGJECT. OR FOR COMOCERON OF THE PROJECT BY OTHERS. ME OWNER AGREES TO HOLD HMMLEES. INDEMNIFY. AND DEFEND THE LANDSCAPE ARCHITECT AGAINST ALL GARAGES. NLAI AND LOSSES. INCLUDING DEFENSE COSTS. AMONG OUT OF ANY REUSE OF THE PLWR AND SPECIFICATIONS WITHOUT WRITTEN AUTHORIBATON OF EDMONG O. HOLLANDER LANDSCAPE ARCHRECT DESIGN. P.C. COPYRIGHT ® 2GIG ALL RIGHTS RESERJED PREPARED BY EDMUND D. HOLLANDER 5EE FENCE NOTE5 LANDSCAPE ARCHITECT DESIGN, P.C. 200 PARK ANTENOE 3UTITH 31 1200 NEF YOM. W 16003 PHONE: 212.473.0620 45'_4 I FM: 212.473.1104 SHAH.: pF.j...*h.nAnM,rde]i,..CDm PROJECT: POOL HOUSE 23'-3 6'-6 I " I! IS'-62" BARN STANTON 1'_q I 1 _a I RESIDENCE --GATE ~l 845 MAPLE AVENUE SOUTHOLD,NY I I DRAWING NAME: ~ I I ~ I it I Q I FINISHED FLOOR 19.00 CONSTRUCTION DETAILS - WALL ~ 1 I"f.29 ) AND FENCE TYPICAL PANEL I POOL 2 POOL ENCLOSURE ) ELEVATIONS ENCLOSURE 5.12 GATE 5.12 SET. DRAWN BY; ,TC ¦//'mod, FENCE CHECKED BY EDH \ ,D SCALP; AS SHOWN SHEET: FOOL I=ENGE ELEVATION - EAST CURRENT . _ T T A 1 I ISSUE DAiE 9 AVU 11) 1. 1 1 I z O H ® O J W z P I ® m CANOE SHED Z MEE ~I Z in GAR5AGEBIN EXISTING SOUTH ELEVATION: BARN i SCALE = 1/4" = P-0" W Z Z _z m u~i w do) T-7 77"MID n Q m=n ~ a tcv ® m W W d IIIIIIIJITUT BU~BB 1111111111 IIH ~~~i IIIU.ffIliw iI IIIV'.r0 I YEIII DRAWN BY: IF August 01, 2011 - im R pF NEWS SCALE: 1/4" = 1'4" ytiP a ~~'r~9~ SHEET NO: r + T m i ///~N EXISTING WEST ELEVATION: BARN EXISTI EXISTING EAST ELEVATION: BARN yNF~aFESS52 1oNP``~~ SCALE = 1/4" = 1'-0" SCALE = 1/4" =1'-0" lu' 6 9'-6'/e 9'67/2 ;9'_6'/," o I W _ _-o aer__FaeoccFSc id/4X9-1y ML GIRDER =:e. u sicc.c..n__ __ae===___r.... T?mss-~.-- .I 4 Fxl 9'-641- 9'-630 9'- 2" m i Z I iF____EF: ~~11-3/9_X9_-1/,YMl GIRD4I~ I Vii O„ ~i Z do O„ ~I r 0:: N O„ 0 it w EXI FOUND. FOUNDATION PLAN: BARN m 1 SCALE =1/4" = 1'-0" e9 W W Z ELEVATION: y.~ Z z TOP OF FIRST FLOORROOGH 6F 030"OC ' W X -j N X -j L6 d Z mOn p o: ~ aroma W LL Y1 m p LL a 11 DATUM ELEVATION: 9-0- TOP OF FIRST FLOOR ROUGH 3X6 F 030"0C ELEVATION: -1'-S' n FAMISH GRAOE (3) 1-3/4X-9-1/2 1311-3/4X-9-1/) ML GIRDER ML GIRDER o DRAWN BY: JF Cf NEW y Augusto l, 2011 h O~ S tiP Frr y'F y ! CALE:1/4 " = 1'-0" m SHEET NO: 'O N SqS~~ Y~2 EXISTING BUILDING SECTION: BARN 9gOFES510NP SCALE =1/4" = P-0" 6 ~x Z STING 0 H Tp2 n, H Q O J W ISTING DER GL W/ DmA n MAT AL Z O Q ~ 0 cr- O Ern °o ~ PJ[1 M m W U a mi O F ~J Z 0 O S m v , 9-B 16" a ® 3x4P08 ® 3x6P08 DARN ~C ~u 4 EXI ' FIltST FU FIRST FLOOR PLAN: BARN 1 SCALE = 1/4" = P-0" o m W a Z a i •S Z ~ >z ~ ~ w x DO N ~ x 41 Q OM O r 3 x B RIDGE p C5 i vi w UP LL a i I II II_III II II~I~I-I! II \ II-fall DRAWN BY: JF August 01, 2011 52 w y~ NE ~ yp~ SCALE: 1/4" = V_0" SECOND FLOOR PLAN: BARN c ° a 9 SHEET NO: 2 SCALE =1/4" = 1'-0" ~1], r AR~FESS10~~. Q3 Z O H ® ® O J ~10 i I H:::: ml W TT TiiiiTiijTTTTTTT TIIIIIIIIIIIIIIIIIII 1# all, OM HE CANOE 6HED I m Z ESE Z M®®®® En GARBAGE BIN EXISTING SOUTH ELEVATION: BARN EXISTING SOUTH ELEVATION: BARN EXISTIP 4 SCALE =1/4" = 1'-0" SCALE =1/4" = 11-0" b~ W f RECEIVED Z OCT 1 4 2011 Z O z w o0N BOARD OF APPEAL Q m O Z IliIIIIIIIIIIIIIIIIII TTTTTTT U) a0 0 ® O= W - a TTTTTTTT IU~ffIIII~~UIIU f(II111~11I mm ~®TJ~~QIV77®7~ ~ 11Y.rII I I I11AV 11 SZBA FINAL EE ECISIONP4P l I I I Il~`w.rr(I I I I I1L~11 DRAWN BY: IF October 11, 2011 or NEIyy SCALE: 1/4" = 1'-0" 0 'CO r 9 w SHEET NO: s 05 EXISTING EAST ELEVATION: BARN ZOp N0 EXISTING WEST ELEVATION: BARN EXIS' lrl ? ,aL 5 E5S10NPy~~ 11 SCALE = 1/4" =1'-0" SCALE =1/4" = 1'-0" br E%1 O p o H i ~ Q ~O o V 91.6'/4' 9'-63/1' 9'-61/2" 9'-6'/i' ° Q LL J (3)1-3/4X9-1/2 ML GIRDER m W O O N Z P s 9'-6'/," 9'-61/2" 6'-3'G" 3'-3" E%. m affix,/// 9'-6'/," Z O O z _ Q cn 0 .~tw 4 E`(I y. 30i-On FOUNDX FOUNDATION PLAN: BARN 1 SCALE = 1/4" = F-0" CJ W W Z m Z w n X i N n TOP OF FIRSTFLOOR ROUGH Q O~Om p CATHEDRAL CEILING a O m RECEIVED Fn OCT 14 2011 Lu LL LL BOARD OF APPEALS of DATUM RLEVAnON: O'W' TOPOFFIRSTFLOORROUGH 3X6F @30'OC Z6A FI~IFlL MAP ELEVAUON: SEE DEGISIOIV IF i FIMSPI GRADE 11 (3)J-3/4X-9-1/2 (3) 1-3/4%-91R W GIKDLK v u K~ DRAWN BY: JF 0 4 p NEK Odober 11, 2011 Y ~scSCALE: 1/4" = V-0" O P ~ w m = SHEET NO: ZsF~ 525,E ~C=Ca aR EXISTING BUILDING SECTION: BARN SSIO1-J 3 SCALE = 1/4" = P-0" Z O H Q V O J W FF 0 0 4_b,X9_O,p POOL O 0 OPEN TO ABOVE TABLE tt M a m m W FIREPLACE L LO r Z F- ( n BARN DOOR FII2ST FLO FIRST FLOOR PLAN: BARN 1 SCALE = 1/4" = 1'-0" W Z Z >'t Z- OPEN TO BELOW W ED 0 N m O ti Z p a o~~, ~ o~ RECEIVED W OCT 14 2011 O BOARD OF APPEALS i 'b'ra FIIJA! P14P ~ - T- 'T $EE AEI CISION YI' DRAWN BY: ]F October 11, 2011 of NEWY SECOND FLOOR PLAN: BARN y pISCHFj,0,9~ SCALE: 1/4" = V-0" SCALE = 1/4" - P-0" 3 SHEET NO: 2 0. 0525~~ ~4~'C9 DFESSIDN~ Q3 z O H rTTTTTT Q JPANCY OR O S UNLAWFUL J ® OUT CERTIFIC ^Tr W Cl 6PANC Y cr OVED AS NOTED ((BP# W I L2~1 B Jq Y Z UILDING D PARTMENT O Ell ING INSPECTIONS: ® go~I I ) DATIONTWO REQUIRED D ® 1 SAM - TTO 4 WO R TI I POURED CONCRETE I)l Z H `FRAMING, PLUMBING, CANOE SHED PPING. ELECTRICAL 6 CAULNI I I I I j ~ ~ I I i j I ~ I I I TIO' 3HALLMI 'THE II I ICI' I III I I¶II 1 T9UC7I ELECTRI - S HE L OF NSi HUL LAT GARBAGE BIFI WEST ELEVATTON EAST ELEVATION (P ~ ~~l 4 SCALE = 1/4" = 1'-U" SCALE= 1/4" _ P-0" r eJ LLI W Z Z Z LL) m O N V7 z m O ~ p OD- ~ LL LL I I , I I ~ 0C) EwY I II I I I'll 1P F15C(yF I i I j~, ~ i , II ; ~ w /T/ 2 C0 0525N'yFSC~ DRAWN BY: ]F i r I i I November 27, 2011 SCALE: 1/4" = 1'-D" Tr7TTF--17771 11 11 PURSUANT TO CHAPTER 236 SHEET NO: SOUTH ELEVATION NORTH ELEVATbON OF THE TOWN CODE. SCALE =1 /4" = 1'-0" SCALE =1/4" =1'-0" ELECTRICAL INSPEC" YON REQUIRED G Exi 30'-O" 1_---- - Z H Q 9,-6'A," m ~ V 9'-6'/," 9'-61/,' 9'-6'G" O 1311---------------- _ G Z P'. , 1][I->I b Q EXI SID SID m "y r. r 2'- p` 9'-6W' Z 9'-6'G" 9'-6K" 9'-6/,` u, m m ~ FILL HOLLS FOR ^ V / LIOUSE HOUSE MOVERS - a 't o w 7 0 :VERIW G EX1 :SERA FIELD p 'SIZE IN 'SIZE IN FIELD qx 4 BUILDING TO BE RELOCATED CONTRACTOR TO VERIFY FINAL DIMENSIONS J'T FOUIVDA AFTER LIFTED OFF EXISTING FOUNDATION FOUNDATION PLAN: BARN of e~ W W SCALE = 1/4" = V-0" ~ Z m s Z m -mrn w coON TOP OFRRtST FLOOR ROUGH ' Z mOm CAI HEIJRAL CEILING O U) iOm Wu- m , a 0 1 pF NE?yy rise O y ? 'F UATU,L ELEVATION 0-01- TOP OP [IRS',' FLOOR ROIIGII 3X6 F ~30"OC , a ~ flQ ELEVATION -1'-5" - ely aen ra t_a/n>La.tn A- 2 i ML GIRDER ML GIRDER (3) #4 REBAR ~F r co November 27, 2011 SCALE: 1/4" = P-0" 3omcxl2 I7G SHEET NO: el # V REBAR ew EXISTING BUILDING SECTION: BARN 3 SCALE _ 1/4" = P-0" WIND LOAD PATH CONNECTION AND CONSTRUCTION ;TION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION- FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION II STALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY- Z O KING sruos \ i U \ ~j F- ENDWALL RAPIER- CRIPPLE STUD wO E U/ BOTTOM M PLATE / V HEADER RIDGE LEDGER i BATHTUB O DOUBLE JOIST DEWALL \ fl JACK STUDS FLOORUSPNM.ER DESCRIPTION APPLICATION III/ i5T AO55 HOLp DOWN CONNECT TO151pE OF ALL CORNERS ANCHOR TO PC NDATIONW/ANCHORT80 S CONNECT TOI SIDE OFALL CORNERS ON LOCATION USPNUMBER OESCRIPTION APPLICATION LOCATIONUSP NUMBER DESCRIPTION APPLICATION RAFTER SREUSP NUMBER OESLRIPI BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT (UMBER OESLRIPTION APPLICATION SUPPORT EACH WALL PUNNING PARALLEL WITH THE FLOOR 2ND A055 HOLD GOWN BOTH HOT PLATE OF2ND FLOOR AND TOP ANCHOR PLATES OF 15 F FLOOR CONNECT THROUGH ALL OPENINGS LLTA12 1-114"x12'209. STRAP APPLYTO EACH JACKSTUD ROOF LHTA2q 1-114x2420B. STRAPAPPLYOVERRIDGFTOEAOHRAFTER 2z62xtl 1526 1Bga SLOPEI THE FLOORS TO EACH OTHERW/ I HRE 1, ROD ALL OPENINGS RT3 OR RT/ TYpOWN ANCHOR APPLY TO EACH 101111E STUD 2%10 LG210 1Bga ELOPEI SZ6 1Bga SLOPG IiANGER APPLVTO EACH RAFTER(LEDGER JOIST DIRECTION WITH 121 JOISTS UNDER WALL i210 1Bga SLOPE IigNGER APPLY IO EACH RgRERI LEDGER FOR Jp6T HOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING P2}"UC WALLSTUO THROUGH-PO VENTS SELEC THgBUGH-ROOF ENHAUST VENTS SELECTED AND /h METAL STRAP LOGTEO BY i LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY 1 VENT ILATION CHANNEL RAFTER\ SILL PLATIGIR WALL SHEATHING RAFTERS A5 REOUIRED 'A'FTER`S MAINTAIN O VENTILATION B WOOD JOIST FOUNDATION _ SIDEWALL FLASHING LDCNBJG FINISH WALL AND MOISTURE TOP PLATE STARRING TO ATTACHED TO WALL STUDS HARRIER TO LAP BASHING \ 2x4 LEDGER BLOCKING AND ALL WIN INDOW/OOOfl OPENING JACK STUDS UDS AT WALL MAINTAIN GAP ATTIC SHALL BE EE VENTILATING WITH A BOORJOIST DEPTH USPNUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD NOTILESS THAN I/150 OF THE AREA OF LVIDED WITH A 2e44SOFFIT JOIST FASCIA JENTILATINGAREA - GUTTER INSTALL 4'LT 0C / ROOFING TO AVOID SOARERS THE SPACE VENTILATED ALLOPCNIMGS O OF THE AREA OF WOOD DROPS fEO ALL OPENINGS CpNTIN SCREENED VENT LSTA24 1-114"x24"209a STRAP ANDJACKSTUDS SHALL. BE COVERED WITH CORROSION- ON ALL pPENINGS PflOVIOE HEMMED GDGE AT RESISTANT METAL MESH WITH MESH NTTN CORROSION- CON, SOFFIT/EXT PLYWOOD ESH WITH MESH INSTALL 4'0"GO FLASHING TO FORM CHANNEL LOCATION USPNUMBER DESCRIPTION APPLICATION OPENINGS OF 'A INCH IN DIMENSION LsTA30-114"00"1EBa STRAP AND JACK STUDS AND 50 AS TO MAINTAIN NR IN DIMENSION SOFFITED EAVE V / ON ALL OPENINGS GAP TO PREVENT CAPILLARY A"-6'RARER RT10 10-3/4"x189.. T'DOWN ANCHOR CONNECEACHRATTO TO INSTALL 4'0" D C ACTION R CONNC-Q TO ROOF VENTL LSTA)G 1-0/4'WS'lgga STRAP AND JACK STUDS 0"-12"RgRER RTYO N-flN`s20ga TYpOWNIWCHO RAFTE ROOF VENTILATION / PROVIDE BLOCKING BETWEEN a01STS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH R SOFFITED EA' OF FLASHING SOFFITED EAVE DETAIL CND. FLOOR WALL ROOFING UPS BASE FLASHING f INCHES G/ S\ BASEF ASHING WRAPS CORNERS, RAIIPR RIDGE CAP OF SAME MATERIAL AS BODPING SIDES 4 INCHES SHINGLES AT SHING f INCHES AND LAPS SHINGLES AT BASE MIN fINCIIES NAILED TO SHEATHING THIRD VENT WOODJOLST P~ TOP PLATE \ 1ST.FLIOORWALL STAPPINGTOBEATTACHEDTOWALLSTUDSN4P'OC SIDE WALL FLASHING GIRDERIHEADER AND ALL WINDOW/DOOR OPENING TACK STUDS METAL FLASHING AT ALL EAVEO, SIDEWALLS, WALL STUD WOW JOIST FLOOR JOIST PEPFH USPNUMBER DESCRIPTION APPLICATION AND RAKES-- PROVIDE HEMMED EDGES bO RAFTERS J INSTALL 4'0" O C AS TO FORti DRAINAGE CHANNELS AND ,C LSTA36 1-1/I"x3G"iRID STRAP ANDJACK STUDS PREVENT CAPILLARY ACTION LOCATION USPNUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EAICM RIDGE VENT FOLSEO KEEP SHI INSTALL F'0"OC RAFTER/PLATE RT15 TYOOWNANCHOR FROM PE LEO KEEP SHEATIING MIN I-1/2 " ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH S FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR B"-16' 11SIA48 1-1W"x4E"lbga_sIRAf' ANDJACKSTUDS RAFTER TO PLATE OV GE SLOPE S CONFORMLOPE AIR PASS ON ALL OPENINGS PLATLVEMA, SPTFId STOO PLATF.ANCHON CONNGCTGVIGR OF HOOF E AIR PASSAGE IF ABLE, SET FIR DEBTS APROX 1/2" HI64ER THAN LVL HEADERS M PLNEITO EACHI STUD TO ALLOW FOR SHRINKAGE. E REDUCE BUMP OUTS IL~I~ CUT PLATE L TERM 17 SHIELD F'- BASILOOR L SILL GASKET WOOD JOISTS /F\ TYP CONS FOUNDATION OONC SLAB .:`r? NEOPRENE DAMPPROOFEXTERIOR 1 p 9MIL IDLY GASKET 'Mb Rve CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIOR GRANULAR FILL STEEL COLUMN 4 B J 11VZ Z L~q CLTEC TO STEEL BEAM WITH 1 T]~ ~T N I/: " plA BOLTS o qB" o a 51AG. lY x LONE. SLAB ROOT TACH n 111Y Sl EE19E4F1 `!UN Q m b j ~ p 1 COMPACT FILL HOOFING CONIC FTG_ ,4[pp _ Z. q' s L/4" x 9" STEEL `4 O~ GO TOP ANI, BOTTOPI PLATE O KEYWAY FOOTING S G'a FLASHING AT l WITH If u b' ANCHOR BOLT O IO ANCHOR BOLT CONNECTION use WITH )BGSQUARE WIASHERS SIDES AND TOP (USPLD 56 OR BP5E3) REINFORCING OAR GROUT U) Fn DRAIN TILE p ANCHOR BOLT CONNECTION SFOUNDATION PACINGT FLASHING UPS 3" 5TEEL COW MN 10 KIPS) w UPPORTING S MAXIM MSCHR SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 15TORY TT'OC a IYPICALCONC FOUNDATION.AYPLYPOLASTERS MIN G' STEEL COLUMN ANCHORED T024"a21"42 LONG FTG CRAWL SPACE RFOUNDA?ON 25TORIES 36'OC TYPICAL BEAM DETAIL o WHERE NEEDED FOR STRUCTURAL BRACING WALL BOTTOM PLATE TO FOUNDATION 12 STORIES 57 OC STEEL / BOTTOM BEARING s1Ae-pN-GRADE ROOF JACKS ROOF JACKS t VENTS DETAIL NElyy CONE BLIND / 6%fi IDIIDWWM -sueaooR uU~P~~'4soHE>a~9p DOOR FRAME ~ G! COMPACT FILL DOOR OR GARAGES O DOOR CT-JUST B 4" 6LAB v GOIPLATE W/ 6X6 WIyM 5LAB fOfl BLOCKOUT STEEL BEAM y v SLOPE JS. 5 p 6 WMM a - 4"DRIVELIAY-~ xoTCx JOIST AND ADJUST HE[GxT ~ ~0 ~4A Z~ll AT E140 AND (WTEH A NAILING PLATE IF NEEDED) NT`s 4,p TO HE-BOX 1/R"OP HIGHER THAN ----.r-=--+ ~'a a BEAMS - GRADE A a J Sx6ww STEEL 3EAM TO ALLOW FOR SHRINKAGE =Mk a (PROVIDE STRAPPING TO KEEP SOBTS ALIGNED) DRAWN BY: JF c, e• 1R Ne NOTCH BEAM FOR MUDSELL IF REQUIRED-MMIMUM - -ERi MIN n C a `4 a A, NOTCH EQUALS I/4 DEPTH OF BEAM •pp a C•4 REINFORCING BAR S-G'c DES OF WOOD a,A p REINFORCING BM DRAIN TILL- FELT UNDER BEAM AT POINT P • SUBFLOOR - SHEET METAL / 30k otsT November 27, 201 oan, o ,e , - OF CONTACT WITH CONCRETE OR CONE BLOCK TYPICAL CONC. MONOLLTHI[FOUNOATION REINFORCE WITH (2) +4 REINFORCING BARS THITHER SLABS BENEATH BEARING WALLS ANOCOLUMNS . SHINS TO LEVEL BEAM STEFL BEAM !e REINFORCE PCOTING WITH [Y)>} REINFORCING BARS 3- MINIMUM GLARING SURFACE FOR WOOD BEAM GARAGE DOOI P"TE(BOLTED TO BEAM) SCALE: 1/4" = 1'-0" GARAGE DOOR 6LOCKOUT BEAM POCKET SHEET NO: ~ ~ 1 4~~ J' WIND FRAMING NOTES NAILING SCHEDULE P=- CLAN CONTENTS: Z 1).RIDGE-TO-RAFTERASSEMBLY ROOF FRAMING: 1-1(4" x 20 gauge chap shall be attached to each Pairofetiters In accordance to table 34 NTEACH NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O When.collar Its is used infeuora ndge strap, the number of l 0d common nails required JOINT DESCRIPTION QSIPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: Ia each and of the collar he need not exceedthe tabulatd e number of Bt nallsm the strap RAFTERTO B'WALL..MON EACH BUILDING HEIGHT H 10' MON RAFTER TOE-NAIL 1). The information within this set of construct., decumenls is belated to basic design 2)RAFTER-TO-WALL ASSEMBLY. TOP PLATE TOTAL SO, FT. OF CONSTRUCTION CTOPATE T B'WALL 3MON EACH intent antl framing details They are intended as a construction aid, not a substitute Lat.bel(rsmmg and hear all connections for rafter, curbing or truss to top plate shall be to TO TOP PLATE 10' WALL 4MON ,JOIST TOE-NAIL for genrally accepted good builtling practice antl compliance with current New York accordance to table 3.3 When a rafter or truss tlo not fall n tine with stutls below, refers State builtling codes The General Conhactor is responsible for providing standard or fusses shall be attached to the Wal top plate and the wall top plalshall be fachad(o CEILING JOIST TO AS PER7 EACH FACE construction details antl procedures to ensure a Professionally Invited, structurally the to me wall stud with upllll connections.Roots overhanging the rake side of the burding PEILING LRAFT WER CM - LAP NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.5 RESIDENTIAL CONSTRUCTION CODE AND sound and a Weatherproof completed pmtlu t shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER.7 EACIi FACE CURRENT SE1C HIGH WIND -TION WOOD FRAME GONSTRIICTION MANUAL v FRAMING ELEM ITS AS PER F 00 PLANS CROSS SECTION AND GENERAL NOTES O 2) The General COntracNris responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCLAP NAIL EXT. BALCONIES 60 J meets current federal,-fat,..aty and local code, ordinances and regulations, etc. Wall stutls above and stutls below a floor level hall be illached with upldf connections in COLLAR TIE AS PER 4 EACH FACE DECKS These codes are le be considered as part eflhe specifications for Nis budding and ccrdance ih table 3.3h When wall studs bove do not fall nn line with stutls below, the TO RAFTER WFCEND NAIL should he adhered to everam sensors with the plan, studs shall be attached t. a common member in the floor assembly with uplil connecters in BLOCKING g-gd CEACH TOE 40 ATTICS w/o STORAGE 10 DE51CM LOAD CALCULATIONS ATTICS W STORAGE 20 3) Dimensions shall take Precedent over scaled drawings accordance with table 33 TO RAFTER ENO NAIL NOT SCALE DRAWINGS) IMBOARD EACH END (DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION RTORAFTER 2d COMMON ENO NAIL (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4) The designer hasno~beeeengagsilt-1benslmchonsupervislonaaddiseases, ns connectors. Steel simps~herhe,..minimum embedment of7meresIndamage. WALL FRAMING: ROOMS (OTHER THAN 5LEEPINGJ 40 ROOMS (51JEEPING) 30 Z resicinallly for construction coordinating with Ness plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry fork foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accodares with table 3.3b, When steel straps are lapped under the JOINT DESCRIPTION NOTES precautions and pmgramsm comenflon with the work.'rhere are no warrantee- fora bottom plate, 3 Inch square washes shelf be used with the anchor bolls, Anchor boll OTY SPACING '_S GAURDRAILS (ANY DIRECTIONJ 200 specific use expressed or Implied in the use of these plans spacmg is to be spaced and sized In accordance to table 3.2a In addition to spacing, TOP PLATE TO PER FACE NAIL JAIL EXPOSURE OATAGORY anchor bolts are to be spaced between 6-12 inches from firs and of a sill plate and all TOP PLATE 2-ifid COMMON FOOT SEE NOTE '1 5).Refer tofhe Window and Door schedule for number openings comers TOP PLATES AT JOINTS FACE TE' 1 LOAD PATH SEE CONSTRUCTION ANDLU ND PATH CONNECTION INTERSECTIONS 4-i6d COMMON EA SIDE NAIL or exceeds General Contractor isNensure E (ROOF - FOUNDATION) DETAIL PAGE < GENERAL NOTE PAGE otion that masonry or . ratted fireplaces meats 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD To 24 FACE or exceeds manufactures Ure's speclGCations.ntl applicable codes. Type l exterior shear walls with a minimum of 7111 Inch wood structural panel on the exterior STUD 2-I Ed COMMON - NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O attached with Ed common nails at 6- a c of the panel edges and IT a c. In the field, and O.G. NAIL 7). The General Contractor is to consult With the owner fur all built-in items 1/2 inch gypsum wallboard an the border ethernet with Ed color ..Its at T' be, at panel HEADERTO i16" CC FACE - FIRE PROTECTION Sym.. such as bookcases, shelving. Panle , rosefs, firms, etc. edges and 10" o c in the field shall be in accordance win the length requirements specified HEADER lad COMMON ALOING EDGES NAIL (SMOKE 1 C0tI DEtECTORS) SEE FLOOR PLANS is table 315a-b. TOP OR BOTTOM 2-i6d COMMON PER 2x4 STUD END Br.,...d Wd requirements shall be taken Into account during construction PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL I TRU55 DESIGN N/A -.STANDARD STICK FRAME CONSTRUQION 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: 80TTOM PLATE TO: ENERGY CALCULATIONS RESCHEGK FOUNDATION NOTES. Typell exten.rshearvuallsshailmeet the requirements of table 3.i5a-h times tlteappr.pnete FLOORJOIST, BAND 'JOIST, 2-i6d COMMON PER FACE NAIL TAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA eral Contractor and Mason to reaaw plans, elevations, tlefall-and notes to length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 OR BLOCKING determine tended heights of flinched fl..r(s)above typical gate. END JOIST E: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD 7)ANTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: s t. rest on undisturbetl (mrgj m soil. (MIN SOIL STRENGTH AT 2000 p ) s Allowable sdewall lengths provided in table 314 shall be permitted to be increased when SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 0 Interior shearwalls are sed. Sheathing antl connections shall be in accorance ith JOINT DESCRIPTION AIL NAIL NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Ma expansion coma matenal between concrete slabs antl abutting 2 4 4.2 ntl 2 2 4 respecllv.ly JOIST TO. 4-Bit CITY SPACINCOON PER TOE masonry walls occuring in exled.r or unhealed mfenor areas B). CONNECTIONS AROUND EXTERIOR WALL OPENINGSSILL, TOP PLATE OR GIRDER Ji01ST NAIL 20 LBS. 110 B SEVERE 3 FT, MODERATE SLIGHT TO 11 NONE TO HEAW MODERATE - concrete walls being attached to existing concrete structure shall Headerandlm ederwimmobons hall be attached ith llll connections in accordance BRIDGING EACH TOE f ourlaled with fW re-bar, 18" long at l2"tic.. Use app roved epoxy for Installation. 3i5 table 35 Window sill plates shall be have steel ximmorms In accordance with table 2 - Bit COMMON TO JOIST END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 5) Unless otherwise noted, all slabs on grade to be 3500 p s 1. Concrete to be BLOCKING 2-Ed COMMON EACH TOE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD peened on 4 inch thick sand or gravel fill with Gx6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY. TOJOIST END NAIL 4' PERIMETER EDGE ZONE Ad COMMON @ 6" O C Btl COMMON @ 6" O C SEE NOTES 1,3 to be minimum 3-1/2 inch thick All fit to be cempack al to 95% alafive modify wth Where a ndge is to be -sad as a structural beam, the afters shall either be notched and BLOCKING TO: - 16d COMMON EACH TOE 6" maximum IIIflayem), anchored on cop of the beam or 51 coo connecers shall be attached to each affer-to-od0e SILL OR TOP PLATE 3 BLOCK NAIL E NOTES: INTERIOR ZONE Btl COMMON @ 6" O C Btl COMMON @ 12" O C SENOTE F 1 (BOT H PANELF FI E IEL LDS) 6). Crawl spaces to be provided with a minimum 16"x24" access opening. Install one along the open celll on part of are building. Connections to the ridge and wall shall be be LEDGER STRIP 3-i6d COMMON EACH FACE 0 OR D GABLE ENDWALL RAKE AND RAKE TRUSS 6d COMMON @ 4" O.C. Ad COMMON -g e O C SEE NOTES: 1,3 B-16 calf icon foundation vent far every 150 sq. ft. of area, attached with the above requirements TO BEAM JOIST NAIL TOE DECK AND COVERED PORCH NOTES: JOISTON LEDGER 3-BdCOMMON PER JOIST NAIL th T). Oamppmofexl aiuction Co A6-llumi.o thyroingas per YS Regradei Coronof extrcCode.s riot tpolyethylene film shall be applied over 1), Unlessolherwgerated, NOTES ncframingm.treat be AGO pressure TO BEAM .11 treated lumber. the below grade portion of ex[en.r walls prior to backflling. All Faslenem, hangers and anchors to be gelvlnizezetl or r d stainless steel. BO IST JOIST 3 PER END T -lad COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 8)Dramageas per town and N.Y S Residential Construction Cotle, 2) Girders for deck joists to be bolted to each post with washers and nuts BAND JOIST TQ: 216d COMMON PER TOENAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Girders on concrete piers shall be anchored with proper steel connecers anchored SILL OR TOP PLATE FOOT SEE NOTE 1 the 4 foot padmeter edge zone attachments required shell be used. FRAMING NOTES Inl.concrete with aminimum l/2"diexrlong anchor boll with washer-andnrs. ROOF SHEATHING: 2). Tabulated 12 inch ae. nail spacing assumes sheathing attached to rafter/ tmss framing members with G>R49. For framing members with <0.42<G<U.49, the nail spacing shall be reduced to 6lnches o.c i).tioAll framing nood Fr raming amingCsonsfuction Maandction Manuual prescnpfive design trunnion SBCHigh Wind 3) Posts supporting glydem shall be. anchored to a l2"x12"x12" thick concrete foohug JOINT DESCRIPTION NAIL NAIL methods as Use a minimum 112" do. xT' long anchor bolt with washers and nut-. Footings Shallbe 3 ft QTY SPACING Edition WOOtl 3) Tabulated 4 inch a c, nail spacing assumes sheathing to rafter/ Meal framing members with G>D49 For framing members with U 42<G<W49, the nail spacing shall be reduced to 3lnches Ne, 2). Unless otherwise noted, all framing and ellelmal wood material N be#2+B, R below grade Porches with covered roofs shall have 12" dia concrete piers for lire godem. ST 1 RUCTURAL PANEL 8d AS ER TABLE 36 FGM-SBC Douglas Fir 4> Dprk,ei-t- [a have blocking .1 8'0 unto CEILING SHEATHNG: WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 3) Floors, walls, ceilings and callers Iti be spaced at ifi inches o c unless noted otherwise 5) A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL Ledger to be fastened to building with 1/Z the. bolts with washem and nuts JOINT DESCRIPTION OTY SPACING SHEATHING LOCATION NAIL SPACING NAILSPACIN GAT INTERMEDIATE uJ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4).Unless llhe noted all beefing wall headers he (2)2x10 42+BTR. e-g. where needed. Fin ad COOLEG 7" 0 C EDGE 4'EDGEZONE Bit COMMON @ 6" 0 C Btl COMMON @ 12" O.C. SEE NOTEB. 1, 3 (BOTH FIELDS) rrnn openng wall headers to have k studs and (2) full ll length studs on each side .ta11 GYPSUM ll WALLBOARD 10" O C FIELD NOTE.2 FOR PANEL FIELD V INTERIOR ZONE 6d COMMON @ 6" 00.Bd COMMON @ 12" DUG SEE NOTE 3 Z QO Z DO openings e Wihave (3rjksW length More on each side F~ leaders to 6) Causes ,are shall bas minirtium 6"abovegrade WALL SHEATHING: openings Beep Bearing wall wall window sills dls sh shall also so have have (21 (2) w windo ndow sill plates (or .r 2x4 2x4 wall wall 7) All joists to be supported with hangars and anchors Each Joist shall also be anchoretl pemng-between 49and6'p and 2x6 well openings between 5'11 and 8'9. Provide fire to Listings) NAIL NAIL NOTES W O 0 N J X--1 N and blocking where applicable JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. < 0O0 5) All flush beamslheaders to be installed with heavy duty galvinized hangers and B) Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL Ed COMMN IS PER TABLE 39 z 10 1). For wall sheathing within 4 feel tithe comers, the 4 foot edge Zone attachment requirements shall O O C1 anchors wrens applicable fo all connecting jm-L-. PLUMBING NOTES PANELS WFCM-SBC 7116" O5B 3" 40 EDGE be used 6) Double up floor joists under walls that run parallel to the floor lmst and under bathtubs 1) All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD ad COMMN 6"O.C. FIELD l Q 2). Tabulated 12 inch o.c nail spacing assumes sheathing attached to surd framing members with U) U) Rates to have ..,in tile installed shall be vmlfiedfor proper load capacity unless noted Construction Code. GYPSUM 7" 0C EDGE an plans WALLBOARD 5d COOLEIS 10" O C FIELD G>049 For framing members with U 42<131, the nail spacings shall recruited 10 6 inches o c 2) Verify septic system with the Engineer for Suffolk County Health Depadmenl approval 7). Provide blocking/bodging in floor joists at 8'OO.c. Use solid blocking in 0oorloists FLOOR SHEATHING: LLJ 3). For exterior panel siding, galvinlZed box nails shall be permitted to be substituted for common nails. LL under all beanng walls, 3) If wall studs, plates or joists are cut out during installation for any plumbing related work, FST OINT DESCRIPTION NAIL NAIL NOTE: a provide ad.... to broom, and plates to protect and secure the structure. Verify with [be On I 8) Provide insulation begins at save vents between infers Install draft blocking as slate code and manufacture's recommendation far maximum hale size and spacmg permitted' R UCTURAL PANELS 6" SPAC NG CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY LL needed HVAC SYSTEM NOTES 1"ORLESS BdcQM°" 12"O. O.D E EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. OF NE{y GE 9). Unless otherwise noted, all angandwalls keh.m.abnimure i l2"Ihfda,4-ply Fr 1), Mechanical subcontractor is responsible for adheame toalla Imable codes and safer 1) PROVIDE 5/6" TYPE-X SHEETROCK FIRE STOPPING AT 10'U MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Q~ f1 y0' HANGERS COX exterior shoaling grade plywood. Plywood to cover ovor plates and head.. requirements. g pp y NOTE'. AND ANCHORS 3). NSTA L I - 02 DETECTOR IN ADD T ON TOI SMO E ALARMS PER FFLOORIVE COATING FOR CONTACT WITH ACID y'l0~ F1l'D~ 10) Unless otherwise ruled use 3/4" thick T&G PTS Flror Advantech plywood subfloor THESE NOTES ARE ONLY TO BEREFERREO TO IF adhered with PL400 adhesive and screwed to floor joists Finished floor to be installed 2) HVAC subcontractor is to fully coordinate all system data and requirements With Pie MENTIONED IN SCHEDULE NO IS ONLY, over craftier as per manufacture's instrucha.s. equipment s-. riser. FIREBLOCKING REQUIRED D Femblockmg shall be provided to cut off all concealed draft openings (both vertical and htrlmntal) 1). Nailing requirements are based n wall sheathing and to form an effective fire barrier between stones, and between a top story and the roof space. 2 11). All bathroom walls to have 7l2" Nick moishireTesistant sheelmck. Garage were and 3). HVAC subcontractor to provide final system layout drawling and submit it to the General -center nailed " at the panel erg. If wall sheathing I r on Flreblocking shall be provided in wood frame careful in the Pollowlno bothers .n ceilings and over Monace to have 5I8(hick type x sheetrud< All other parts of belittling ° p° v uye u uo a n dgner shear capciges, nulling rcgmremals far ste,ctural to have regular ll2"sheetrock. All walls to be taped and finished ELECTRICAL NOTES. members shall be doubled, or alteme scandal., `Op .0525` b`< 1) In concealed spaces of stud walls and p hall including forted spaces, at she calling old floor levels. Concealed horizontal furred spaces shall also be fira reblorked at intervals not t exceeding 10 14)Alldefwdh apdch lass than 4,12 hall installedlas an Ice&Water harrier or 1). All electrical such as shear plates, shall be ucren maintain lead path In be initialled as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be e applied with a Flbergla base sheet with an EPUM 2). When wall sheathing Is continues over connected feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed DRAWN BY: IF lurch tlown type material over 2). All electrical work shall be approved by a quahgetl Underwriter membem,the tabulated number otmis shall be permldadl using parallel rows of studs or steggered stoop All plates and wood in conlaa with concrete to be pressure treated. Sill plates to 3 )Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot - l6d nall per fool 2). At all interconnedons between concealed ventral and horizontal spaces such as occur at soffits, November 27r 201 reinstalled wdha loam sill gasket ad cop-r-texlermite should orappraved equal of f N.YS Residential Conslmclion Code drop cedings and rove ceilings 3). In concealed spaces between sawn stringers at the tap and bottom of the run Enclosed spaces SCALE: 1/4° = 1'-Do under stairs shall comply with N.Y.S. Residential Cade. 5 9). At openings around vents, pipes and ducts at rolling and floor level, tr resist the free passage of flame and products of combustion SHEET E EY N O: 5 5). For the fin blocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. (~6