Loading...
HomeMy WebLinkAbout36748-Z Fl OWN OF SO THOLD B ING DEPA TME T TO CLERK'S FFI SO HOLD, Y BUILDING ER T (THIS PERMIT MUST BE KEPT E SES WITH ONE SET OF APPROVED PLANS SPECIFICATIONS UNTIL FULL COMPLETION OF THE WO AUTHORIZED) Permit #: 36748 Date: 10/12/2011 Permission is hereby granted to: Kruse, Rhoda C/O Douglas Sovinsky 1244 Missouri St San Diego, CA 92109 To: Construction of a New Single Family Dwelling; Living Rm, Dining Rm, Kitchen, Breakfast Nook, Pantry, Laundry, Mud Rm, Playroom, 5 Bedrooms, 4 Baths, Powder Rm, Dressing Rm, Walk-in Closets, Bonus Rm, Front Porch, Screened Porch, 3 Car Garage, Cellar, Celler Entrance, as applied for. At premises located at: 3293 Grand Ave, Mattituck SCTM #473889 Sec/Block/Lot# 107.-1-10.2 Pursuant to application dated 9/16/2011 and approved by the Building Inspector. To expire on 4/12/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,608.80 Total: $3,658.80 Bui ding Inspector 1sU1LIJUNlU FLK1V111 AFFLIUAllviv %-1` ' i uwJNi ur auu i rJuL>v Do you have or need the following,before applying? BUILDING DEPARTMENT Board of Health TOWN HALL 4 sets of Building Plans_______-- SOUTHOLD,NY 11971 Planning Board approval________ TEL: (631) 765-1802 rr�f Q Survey FAX: (631) 765-9502 (•, / 0 Check SoutholdTown.NorthFork.net PERMIT NO. Septic Form N.Y.S.D.E.C. Trustees Flood Permit 10 - 20 I' Storm-Water Assessment Form Examined Contact: (� Mail to: //'�"�� Approved 20' , E�alc Phone Expiration ' 120_=3_ Building Inspector - APPLICATION FOR BUILDING PERMIT 9 , 20 Date 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 o 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 Pe mit pursuant o 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 corporat�on�) AV e SEp 1 4 2011 (Mai ' g address of applicant) N y 1I')1L State whether pp11 s 9,�et aless TOWN ee, agent architect, engineer, general contractor, electrician, plumber or builder OF SOTHOL� Ow 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. H- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1711to `Ori MQ Hamlet House Number Street Lot 10 - Z County Tax Map No. 1000 Section lol Block Lot 3 Subdivision Filed Map No. 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 CIVI, i�1! 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 Q 6" 91r. If garage, number of cars '� �1�` Ce�kr. 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 1`b� Depth Height Number of Stories 2 —r . 9. Size of lot: Front 3a 5 ' Rear 3 5 bs Depth 3 -7, Z 10. Date of Purchase I'1 _Name of Former Owner N " p 11. Zone or use district in which remises are situated -T 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 remises Address-3a C7l VCA h.CPhone No. Name of Architect , Address bOTox 1��1Snc � �o Name of Contractor SO Address 0 �b�r �q 3 Phone No. 3 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,KEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * 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 ons ey. 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 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 (S)He is the Quaffied ill Suffolk County (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2oj 1.1 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 f ' day of ' N` 1 20� Notary Public Signature of Applicant B. P # 36 7� g o^ BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: �' Date Reviewed. f�f o et_ r Applicant: ! t�"�"-^— Owner: 0_04� �-��— Architec 0�k 44Estimated Cost: O 0 /71*0 R Cif -I 'f--Y'6 p SCTM# 1000 - 107- 1 -- 10, 1 Subdivision: Zone: /` gb Conforming?y5 Property Address: 3 City: � I IZ Pre COs? /1d NoNIE- Building Permits (Open/Expired): BP -Z/Go z- ,Info: BP -Z/C/0 Z- ,Info: BP -Z/GO Z- Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- ,Info: Stn l epat�dte a ch Re uire r i)Determination: STORMWiI. ; RUM-a,FF:4�cQ. REQ. Lot Siz �a � CT. Lot Size: (�6,r0�'�` 1k, REQ. Lot Cov. A 0 7o ACT. Lot Gov. C REQ. Front ACT. Front 0REQ Side 01� ACT. Side REQ. Rear ''7,S PROP. Rear REQ. Height. 35' ACT. Height 0 R E dt. BOTH S!DES, A C T Project Descriptio �� f � M S W! —1- Waterfront? Y or N If yes, water body: Panel# _ Hood Zone: - B"ulkhead/ uf�I�istance: ADDITIONAL APPROVALS REQUIRED PLAN 5(4) SIGNeo, SE/ILED O�Sye,Val/ Suffolk County Health&or N - If yes, *Bed#: 6 *Date: _%5_J2/!/ *Permit#:K10-lo- 00-9'"I Town Septic Y N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y oq 1V{- Date: _/_/_ Permit#: or NJ Letter- Notes: Southold Trustees: Y oro Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y ore- Date: _/ / Permit#: - Notes: Southold Planning: Y oro- Bate: / /_ Permit#: - Notes: Town Landmark C of A: Y oi�N DTE: _/_/_ *NYS CODE compliance(page 2): Y or N CONTRA<T'oR kICENS� — ISf1B�LITy =-LI/4BILITY '-,U/4��C/'fENS C0MPENS47'1ooV -- Notes: 4 Fee Structure: Calculation: Foundation: P-_5-63 SF gS� X $ , 0 _$ _3 �-0 f, e O First Floor: 3 730 SF + Initial Fee: $ ,fib 0 , 0 0 Second Floor: 9—P--OLq SF + Additional Fee L �: $ Other: SF SFX$ , =$ Total: % 5 a o1 SF +Initial Fee: $ + Additional Fee � ): $ C of o Fd:E� 4 -5-0" 00 + .50, 0 0 As 8 tl ►L T FEE $ TOTAL: $ 0 O D NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGRT/FIR E AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED 1SCRIl'TIV FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RATTERS: YIN LUMBER SPECIES AND GRADE: YIN WDIDOW AND DOOR SCHEDULE: .MISSLE TEST REQUIREMENTS:9/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N STENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM& LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS&N RESCRECK) 04/0 01N- TOTAL 1TOTAL COAIPI IENCE? Y/N (RETURN TO PAGE ONE) a Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.C.T.M 1r: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A � �� t)_ STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN 1 �tr cT �$0C—4Tot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STAT?OF NEW YORi4 SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) em will Include arun-off created b ❑ (S.F./Acres) (This item y site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (S.F./Anes) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (PromeAdd km*Pam asNwdw) Drainage Structures Indicating Size&Location?This _ ❑ _ Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion '�=�FM Qy► yQ(q y l0 T and sediment control practices that will be used to control site erosion and stomt water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards r of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand a (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction El ✓ General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation On Existing Grade Slopes are part of larger common plan that Will ultimately disturb ori or more acres Grand; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities Involving soil disturbances of Tess than one(1)acre where One Hundred(100')of Horizontal Distance? F] the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Stam Water Discharges from Construction activity-Permit No.OP41-10-M.) Surfaces be Sloped to Direct Stone-Water Run-Off o 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOt stat be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment ventral practices and where 9 Will this Project Require the Placement of Material, required,post-onstructlon storm water management practices that will be used andfw Removal of Vegetation and/or the Construction of any V/constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder cE]ompliance ia�with the terms and conditions of this permit.In addition,the SWPPP shall Area?(Ibis Item will NOT include the kbstellneon of Driveway Apwm.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: if Any Answer to Questions One through Nine Is Answered with a Check Mak 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between S,f)DO S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage 8 Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Stam Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(4)and/or Answer for each Questio is RmWked for a Complete Appliewon) STATE OF NEW YORK, Notary Public State of New York COUNTY OF .........SS No.01 BU6185050 Qualified in Suffolppk County 2�(�— /fiat T.................................................................................being duly sworn,deposes and says� M icdnt for Peroral, (Name of indtviduaf signing Document) Andthat he/she is the ................................................................... (t3uvner,Contraaor.Xi;;;i,Corporate Otfioer,etc.} 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 tete to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewidt. Sworn to before me this; t .......��Y ...... ..............day of.. M�"' 20 .1. /u .. J .......................... Notary Public: ...... cC1. ........ ...... ............ ,p ► ...................... FORM - 06/10 j s SURVEY OF LOT# 3 SUFFOLK COUNTY HEALTH DEPARTMENT ENDORSEMENTS NOTES : SITUATE * BUILDER TO PROVIDE : MATTITUCK SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES * 1 - 1500 GALLON SEPTIC TANK TOWN OF SOUTHOLD PEPNIIT FOR APPRO 1AL OF CONSTRUCTION FOR A SUFFOLK COUNTY, NEW YORK * 1 -8 ' DIAMETER X 16 ' DEEP SINGLI~ , Al+i!LY IzE51DEhf�E ONLY LEACH POOL 3 I ao MAP OF MINOR SUBDIVISION * ELEVATIONS IN ASSUMED DATUM ^f CONSISTING OF LOTS DATES � I H.S. REQ:. No, (alp _��—IAC 7 0 0, PREPARED BY OTTOVAN TUYL t < LAND SURVEYORS, GREENPORT N. Y. APPROVES noW of for main *TEST BORING AS PER Mc DONALD 0 3 1001 APPROVED :FEBRUARY 14, 1986 } 1an'�eenneuma"n GEOSCIENCE DUG 11/ 04/10 ma°Ume"t BY THE TOWN OF SOUTHOLD FOR ��A' s�'U" C:-" _ SEt7R00H:S Kath n than PLANNING BOARD EXPIRES THREE Y; APPROVAL ARS FROM MATE OF n`tiaraneumann {ous „w y 5j7' SCTM# 1000 - 107 - 1 - 10.2 vacant AREA= 106,102 sq ft p El °"um urs i " "a 2.45 acre i Gey;of `NAS=�P L t°u •-RI o / 0 head R1GF►T OF WAY 513 62 //? IN)o Ca 9 Ca m w res elv.=35.9'1 2 m N61°2330"E_ elv.- 4.5' o A 70j �.4t• 0-IE - conte e / 2 CI WELL AND L kTER.,A.L 1'�/IUST BE N72°2,50"E -- N6 °nut unLrry ? -- -- -N72°21'50"E_ _ __ =223.(0'_ N61 p2.6g• `" set SHAWN ON FL'ti AL SURF Y POLE u— 4. spike se . ,p elv.= .9• O L1 monument25' RIGHT OF WA elv.=53 in:Cee S61°23 _ w_ set ,p V avant S72°21'50"W\ , 226.59' >. a / g II S7 - 4 0 lot# ° O I ` 150' poop° \ m Gn o pweosed U 64.0- 6' 4.0• 115' 462'9 I I Cis 7 f3p Bep Th N6proposed house '01-P. Z Vater Line(s) LLS I SInspected L7�/SL D�rl vacant —12r+' �16.6bedrooms� q Proposed eptic I N Ie sss syste N Suffolk County dept. Of �iealtl� ti e,p o I m lot#1 N proposed deck H xp �, C Cali 852-5700, 48 Hours In Pd nc,�t ,0'x 38' 1 65'+- To Schedule Inspection(s). Dark brown loam OL proposed pool I�I -------- I. z 20• x so' ro Brown silty sand SM I j rOad posed W 3o.E -42r- I I O -------- 4' dirt 24'x 36' no plumbing CO N e<\y 'n (j, O r travelled borin of t°t\--\" V\k I I Q W '' elv= 18.6' elv 2 eye n°0122.test ae\e\e\\2 Very pale brown `Oa"�`te"t \e\ e;12G\tt 00 fine sand SP D I F1o�nd ge I N U vacant 17' lot#2 Wpb w W 3 No water encountered N51°49'30'•E 31.89' h' elv.=20.0' .12cant o,�ao'"� 01 SA3 1 °�9 30•.W t°m 2nm I� ourd of d J\e\\ �2�ty Hain °oC, ent 951. epi 22OW ae\e - D Y 490 `' n°nset seen to O F Al -°1 > RIGHT OF W A 85'10' .25, S51°49'30"W 'E \ N N64° 23.95'st C ) ua 0 oS64°35'10•'W gOAP KNO LLVooD o m M IgAID SVS JOHN GALLACHER REVISED : NOVEMBER 8, 2010 ( HEALTH DEPARTMENT INFO ) LANDSURVEYOR REDATED: OCTOBER 8 , 2010 59 FLORENCE DRIVE SURVEYED: SEPTEMBER 1 2009 MANOR VILLE,N.Y.11949 (631)874-0400 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Proposed New Richards Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 3293 Grand Avenue Heath and Tara Richards David Sherwood Mattituck,NY 11952 3293 Grand Avenue David H.Sherwood,AIA Architect Mattituck,NY 11952 Sag Harbor,NY 11963 631.725.4044 dhsarchitect@optonline.net Compliance:Passes using UA trade-off Compliance:16.99/6 Better Than Code Maximum UA:669 Your UA:556 The%Better or Worse Than Code index reflects tow close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter - Floor 1:Ali-Wood Joistlrruss:Over Unconditioned Space 2822 30.0 0.0 93 Wall 1:Wood Frame,16"o.c. 3894 21.0 0.0 190 Window 1:Wood Frame:Double Pane with Low-E 362 0.340 123 Door 1:Glass 181 0.340 62 Door 2:Solid 21 0.380 8 Ceiling 1:Flat Ceiling or Scissor Truss 2282 30.0 0.0 80 Compliance Statement:The proposed building design described here is consistent with the building plans,specdications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to mply with the mand ry requirements listed in the REScheck Inspection Chap list. / g1121jt Na --1hol Date AD n S H6 TC. O0 o v sjyT�Yo. 0 2,t;o O F N' Project Title:Proposed New Richards Residence Report date:09/12/11 Data filename: Untitled.rck Page 1 of 1 David H. Sherwood ARCHITECT Post Office Box 1681 Sag Harbor,New York 11963 631.725.4044 Interior Door Schedule for the Richards Residence 3293 Grand Avenue Mattituck, NY 11952 September 9, 2011 Number Location Size Notes 101 Bedroom No. 1 2'-8" xT-0" 102 Bedroom No. l Closet 2'-4" x 7'-0" 103 Bath No. 1 2'-4" x 7'-0" 104 Hall Closet 2'-4" x 7'-0" 105 Dining Room 10'-6" x 7'-0" Trimmed Opening 106 Living Room 16'-0" x 7'-0" Trimmed Opening 107 Bath No. l 2'-4" x 7'-0" 108 Master Bedroom 2'-8" x 7'-011 109 Dressing Room 2'-6" x T_0" 110 His Closet 2'-4" x T-0" 1 1 1 Her Closet 2'-4" x 71-011 112 ... Master Bath 2'-6" x 7'-011 113 Dining Room 2'-8" x 7'-0" 114 Kitchen 11'-0" x 7'-0" Trimmed Opening l l5 Back Hall 3'-0" X.71-011 Trimmed Opening 116 Garage 2'-8" x 7'-0" Fire Rated 117 Pantry ... 2'-6" x 7'-0" 118 Back Hall 4'-0" x T-0" Trimmed Opening 119 Closet (2)2'-4" x T-0" 120 Powder Room 2'-4" x 7'-0" 121 Laundry Room (2) 2'-0" x T-0" Pocket 122 Mudroom 21-81f x 7'-0" 123 Basement 2'-811 x 7'-01 201 Bedroom No..4 2'-8" x.6-811 202 Bedroom No. 4 Closet 2'-4" x 6'-8" 203 Dressing Room 2'-6" x 61-811 204 Bath No. 3 2'-4" x 6'-8" 205 Bath No. 3 WC2'-4" x 61-811 206 Bedroom No..3 2'-6' x 61-811 207 Bedroom No. 3 Closet 2'-4" x 6'-811 208 Bedroom No.3 2'-8" x 6'-811 209 Playroom Closet (2) 1'-6" x 6'-8" 210 Playroom 4'-0" x 6'-8" Trimmed Opening 211 Bedroom No. 2 2'-8" x 6'-8" 212 Bedroom No. 2 Closet (2) 2'-4" x 6'-8" 213 Bedroom No. 2 Closet (2) 2'-4" x 6'-8" 214 Bath No. 2 2'-4" x 61-811 215 Bonus Room Stair 2'-8" x V6'-811 216 Attic _ 2'-8" x 6'-811 David H. Sherwood ARCHITECT Post Office Box 1681 Sag Harbor;New York 11963 631.725.4044 Andersen Window and Door Schedule for the Richards Residence 3293 Grand Avenue Mattituck, NY 11952 September 9, 2011 Number Location Size Notes 1 Dining Room WDH 21052-2 w/ WTR 6210 6 over I 2 Garage WDH 21052 6 over l 3 Garage WDH 21052 6 over 1 4 Mudroom WDH 21052 6 over l 5 Mudroom WDH 21052 6 over 1 6 Laundry WDH 2436 6 over l 7 Laundry WDH 2436 6 over 1 8 Breakfast Room WDH 26310-3 w/ WTR 2610 6 over 1, 3wlh transom 9 Breakfast Room WDH 26310-2 w/ WTR 2610 6 over 1, 3wlh transom 0 Master Bedroom CX 13 R 3w3h 1 l Master Bedroom CX 13 L 3w3h 12 Dressing CX 13 L 3w3h 13 Master Bath CX 13-2 L,R 3w3h 14 Master Bath WDH 21052 6 over l 15 Bedroom No. 1 WDH 21052 w/ custom 6 over 1 transom6 over 1 16 Bedroom No. 4 WDH 210410-2 6 over l 17 Playroom WA 210410 6 over 1 18 Playroom WDH 210410 6 over l 19 Playroom WDH 210410 6 over l 20 Bonus Room WDH 210410 6 over 1 21 Bonus Room CX 14 L modified colonial 6 over 1 22 Bonus Room CX 14 L modified colonial 6 over 1 23 Bonus Room CX 14 L modified colonial 6 over l 24 Bedroom No. 2 CX14-3 L,S,R modified colonial 6 over l 24A Bath No. 2 A21 2w2h 25 Bedroom No. 3 CX14-3 L,S,R modified colonial 6 over 1 26 Bath No. 3 WDH 2642 6 over l D1 Entry by owner D2 Mudroom FWH 31611 AR 3w5h D3 Living Room FWH 54611 APLR 3w5h D4 Living Room FWH 54611 APLR 3w5h D5 Living Room FWH 54611 PALR 3w5h D6 Master Bedroom F W H 50611 PA L R w/ 3w5h f 27611 S sidelites each side B l Basement WDH 21052 6 over l B2 Basement WDH 21052-2 6 over 1 B3 Basement WDH 21052 6 over BD1 Basement FWH 31611 AR 3w5h o C, E t4 E E 1, .ALL yrra,CApAL$Wft tRA.14 6E A-ft STM�l'.C7N'Qfi1M 0 To A6rN � 1 A.U.Fk"N6 Lida(l 51KAL1.SE 6�17IJ7�b7/«1'f�D'DC>UL41.Ma fR*I.JyRC.M SPEd.M�N.A 106 A# CAMT TO DC fll,er7 N'HI I Wfi 47LPAJTTfiE'It[ STryx;,t6Rry. 1, N1�G:OM51737�'-rK3N NS r0 Gf.7NF�@t TO Nr.+yTA/F At@i l4f„A(:9W4.Wt4�LC�N7ES, �f. (>✓Rr1�to 1 OR 8ET'rb!? " 7 ALL RAM pju 6 MS TO CON/dibr_TO COP(TY MRD U .N.NrAE TN rMeP'AR'TKW wom RELa.A1tlM'RNT'S. APA 4. Ai¢:,$1T'1ttGTt OAA Stffi fAeWGh ftw411L+,eAftftft 1, vw tWKK 5A,^ j6 Q' I :t 5` �4 eReciIC�I4 AJtO GEAM6iL.t1CkKM 4►M!LL ] ALL 5#fAI1lV*TO ALL WTIMAE M4fAW 15 TO C4WORH TO 11,Y.:AIt„NEZ,.A00 WVeA ttMl"M,� � FAD�I*M AVSD 1,iCLM'KJ1Ya ft TYPO 1 , ►�MMrS. C"Og67RaRLT,T�ICIM�tA*�M � <t011 �saw i.�'HN _ _il4�D'GI NTfir'M1,311,IYEf1 7' --ILl*'..P�1'ACk�R ' ,!'EJ �N41►d":}MM t' F.Ttli{1 5' GL f1O' � l�Ckt 0 OM"d�fA,,ID ` POOR TO C+f:J�ID,3A41itM°Y 414,AK? J01'ST'Fi 1A!!l`,MMCtMiMJC1EfDdR rED 4. ALL M ''AAdiCsd'�d"AMC7^dJ it'IV�L,4 EEarro'rw*vrmQf1kI"1i466w's AJIfiMMT�T Mjf!.t!lM1.+t6Tb dtA�5.; " TCT at jll . - AL1 111th" M :'Ig11K�1tG±111''YI'L'. f dOM'KyG'liGiMRi tWLWI Z Felt,' 1 AL[.M�^+Fpf„'Rb SM'�tl A b'r1A"kM'1 dM' ^�rIR Qlr A$+�NC11!ie+" 'p8+wfiy, cdA1U1'MM�TIII9IM Ibk AMC x`YJIp'MYDRTA,L 1'TtAh"'ANC, S. rMrA NGT,SC.ME.E 1TQ tDlTikMMM7yM6,,.1. 1T!!Mb rJ1dLL TAKM",0"Kep tC.I:' TO 1 's'41AK>b . t I • - , t. 810.SC t AWA 41W,1 7AIf r ONK.E t t.iAl!/Rt L /l$Y A .1 IVW AM 9Mr°,�W C��APYVFJIY, 1,1� A5 PER MLY;s,C,g3E'CR AS NlJ7EC7 i&-0*Of.>4N PROVMOe 7'SPALE fNJR q SOL1p a.0"45 5"KI Of PMtt7VM AM AU,M715rS AM I A*M MAMr9 VPAWLl6. id 15"t*#&no*dF TME ar+uV,Nsrs �nir+r f�lrC '�n Grk�, A« av?aaLts M,rY Nati d, y, t0�'RwTAo PC7R A C.CM�Ih m,: a aM Ail 11EVWTS � P7AELE'ra EIMtrMCt� AKt G1MtLt�11 tT6i1111 MMRpFS N. lit$IftkGWR&W tti.FwLeRrr. 'CS sMar1 r a, �►tE Acr�ievri.t to M`t6Ta OF As.t.uta To ne!� supri� .�pP ciwwawe.S,o nt b: toy�'TiEsk QJ."ft M*9E Wfft r NGNY°IL nek AM M1TQyNw Echo" „TF 0W44 V-%-f0ft*o"NOt ������ 'J P91CT'1X"M STAORS Ift y}I �•', �i -4xc WTI Re stt*�Mrwvt AEmt +seta. oa Maratrr ON DRAm 1. RAFTER / PLATE / STUD CONNECTION , 1. ,NE:GdN LrnR yfYAtt.BeRe9RQ61p1,E Fl7R 'fq,.Y,IdCAG.M6 AW S. ALL ME 16 96%U ,G'AJ54^A ti Atli 81�:GFKAT1dM{rJ. 7' { 'M' 'r'� Z A"11!x7 yo,f'A�f'✓FJI m iomni I(A .F1[> eRE,vrlrMy O ALL 400M TtYrS OR � M _ A r .., . N O'T'fiC? 9C AI..E T1C,L�, 7L ,i t ft1rD4'15GTMt3r Ar:4. �Sit. 6ATM, +M61i0'l11A ON . 1.r.... q a. AqJ FL10S#M- ,, _ tDRi1lORTip1i AMD MtSAt.+e+rM�itr�Nd.T A(MAMI$T 51AMq6 .r.,.ETr,+'al�p KMrt7t �� ��NdR t.�^t OF � +'+�4'tv ct?w�cT .�.t,�e Ferro wT>w w,�TEo bALwAr�tESM AND 6OdrY PrtAc t�'1AL ci iowlaRS aT 1K:ED'OR APPRCN4�d FAL. YIJ`F'AN� IMR-M";FXt "rrM{.I"A, IfOMLr_-i7Nr tR.11^�R Ni PAesr►r+e Nrr�v wt�m Attr+ t caw+e�re!a�r+oM�+rTrccrcxes awM r.•c+M RA«er. t t rrct� 9rr or+gip Airy snwrrn �,,r������ 9 yy # t aRSMtrx M+AIMICI A11S+DE E�.Gi15EYNtATf.%A"*E '-AId:A FM KM CCMae. AMA$%VA1 I�GEIHC 1110 WA*0"Gt MlfttX04%411" C4,.ftf R'D. %A&** All,�I E*"U * L FM 1W VXA.g tDM15 WM AS A i i1AN.>W5 A..E'lrMl.l�E A44- y . d2.4?0L~�MIALL W GW!0'Y 11!AA "OR ASR=f Mgriy�iy��, "�1 t OMPPCFJ NJ V+�ifiIEG '1 ►Mt IIbT TIGM4 d 17►1JD11c,5 SMAti ME!°1 � EXr WM go"a Nt t OM pW iW bL1 :1.k 'b A!O AL1 -111429 AIiT1 Wft OF TIE #j0MR Ai�Si'i1,1*T: . My R rM Grua ftAIWO TO 19 NALW wTE+a.v ccTMa�aw,o�To'0 eax wvL jj _.__. ,_�. .� cf i f m wElt i5 wo 'BLOrJ R ,CAwaf /I MOV!CN{7tt- C41 W1 AM aWM1r 1NEfAllq 1'L+�,IS,-t�2CVt'�Myy L E! MMFWR ell #1 iY 04.MTCIRIAT� PORCH BEAM TO POST ANCHOR _-. -~ :_ ._. _- a. .6`dG CD11lRIdIM EDM1e9 F04600,ftAWIP0 NO 11"ftWIQOOP� .sdN.aEAruMd C.APA41rY. �^: t MaOr�'S+a1MC PFfJPNC OR R.Gi1A+sL. **ALL MIE As Sad rgt+U- `�.MiroCA+1,TEG,_ NOT TO SCALE . , �` ;� '� I+rAt. ` ig_` �' { I N, a PCOOLE M"Alkel7 Au cxi.iy$ PARALI K PARnoilFi Aw _uN1es Ads FkaowRap FOR dPliidi,N'MVlulaMRtr MIAu S iMKR +t4Y iE MATE ANSD1aaMttl+ M7.PW,�,5AM -Il. A"ROf7R PWTWS dlNAti1.01 AIT 'l f ANO PIA.Ft7TT1EIi15, 6,ALVAN*M�tT.ri@'C,pp tdlM,i SW"'tE+w ok Awoovw . t >' �y,�,�r L,� t }' _} S L?."11t'4O't 01'R�CGTKOlti R AT ALL FLMXN YTRuGTUNAL LOAD - -$OUA, FOR%*60R PILI!F*06%7101f,M."PTtldv1DE M CLWS AT T».+r"*1 ""T p j '"Y ,' '„M :x { is i=, x 11. Fest i1L u*61*W FOR a6-lip 8�PIPE FftWATWW!*M. ALL�"-1OW TO R GaN/EIG'1 Oelf6f DETAMJ - . 4 _,�,'. ,.+ �^�..,.�.•--....,...._ `L. j 19.ALL ftp,-"Lu'!'”7D W 000,0'MR n rb • NKA P,S,l, De,AR,S!M'ta11.t(�9MIG►W ON 940P PRAYIM�66 POR FL'"vIEY'1 EK ET,Kxlaeslt b. ALL YM{„L itEATFNILr.SNALL r - AN W4*AR14MTELT, -. UTt'!tr AMM?Of WiLfP To;TME TOP.ALATE, 1 - { R? , I.A Mt.P3.i. rl.ERAM M!h STfPt3m 00"ee fr4ma D AT PONMTS OF Ftmnok.. " • I{ , t N,ALL W.Ade',ItS 1 60kP 5 TO eE DOL *Ot 7'ti RM MtSO P',ll. drIER 3Nq�SJ PLArffi,AMRD 1"IEA+d t✓'. . , ` { s $ ' ;,:,:�y",:.:._:::` ..., :,...:. �,.• , { - _ - E x 7.1 MPSI: N. AL1.Pq.ENbA1£�it1`A LF1'$in 04AL.&*"M"PAM:.%4A SeR!f3 . :. ' I I - l� i Mb.AU EM,EA1.pR Ck+�C.MG'fKLV'IP16 LY'�EI 'lMiA1.411C C+L,A 177EATT3'1 � - k }•...,..,.- '- RF L: .••,.. _ MON 9i1�11.1;NA"4! 7�SM i 116TAUAW Ab'PdT 1 -a-0eAM5 Arl,.L.YL :. fROtAYrrtS£7Pt E6ir�L ALL trMe+l5;OWOMS ' M MVN*hGTygElrCh�MAYi�lMf4 WdA b�"Mf1Wl4 aE R1l1Gp V T M 4M ?' - MM Tt!Alts 1111tfG T N LA'!+AIE$141ML,4ilE_Ta at k11AI.T MMtN MS 5C,'OF AT AU,LOAD AMO; EARft l 'r,!A ltMM R1M 1 .A slretx M-'fir+• 2. - - fLI�6.)'!1'iMT7!I!rMEMtw11, ttE '1EGT ApAil Mit 11E AIV liGT1pN Eff pisgw g11A,i„L EIE AtB 1'vm", AG"1LF 46 - 1 Dsiy .- 1 _ ? ` � F r'd4 A,FTr7t'� M.iRI,sn.X»T1+ oft t'Li1oo"oft'KAO ,-. .. AI'+,jr�NS'., qv"me t ft"M• 1!., f S: Kms.5�Lo1 6�E. - V'Y F 11,if f AEW A*V"NO AM,`* K(,L ICS'*ul.AJ�"kww - TYPICAL-JOIST HANGER "_, . _�_.. :" -._._. _.. ,w._..� 2T' _W _ z'1 �,ALL 4,40 tft,o ae w n; ALL Mu TrfLt LVY PRopuGrs TO MIAvE .. A _ _ - , NaT1'# 47'01 w . . ,SMS• NO"C TO SCALE M•w ^- rd�xetsa A em6ya.sdttar,43.gR r RW rdClAb uasrs6 s R1dl.N�..MODS b. E SFJt IV L,►rN 1 jNE MTirAS FOR<MIRST Z{'PRmM!ALL EAT}S$FOR ' 4 _ ,.:..._. -. „_.,, - .,+.,+..::..�..w t ""•... - - Ire PA:TCa+eh. - 2d.F1i&Ax�°I0 AT.AL:k'tXf�eOX&MWA" 4fi4 11110,i :rh 3 dtM�hTN9MI M4y,t,5 1TOR.lib STR1IGvtjo4,Kql AT ALL 1i✓1.11PLE. 1nuM[]CX!OR POOR dPC-NMl9'S. 2' A"FUTGN#�L:A4r'!���.NV IMM1'.M TO BEAit 1M SC UP NOW . r {.p 1u`+,,� .t, J f , .! t �'"1O 11 t'T�" P - { .i�!Q.{y'r6 Atm►ave,siQ4 ND EY.a�' .JN6 wsN ATF rt TAS sTwAPs To . 'RAFTER STRAPS I djl NOT TC)SCA1.E E 77.AU.J:0516AWM4M!'mftloaEOR"Ev0V-q•oc. i � xi ITil.TklaR RIFJ+RIM6 rr,MLt:S,d ae e+Lactn.<•-d*o c. lip - 7s..5TCE'L 11�STH A-.%RA111i�41�O"T'S Aub NO'rW Qkkn3,4ftM IOa01L A6*14 64 60 _... _._ ....� . ,».,.,..... i 75.ALL 1RJM!000%6 ARp TO M49 OR'Ai6 PRO."T MALL"WORM TOA Tilt irJid,E, ,'OR Mltt,RtGE/!+E Alto'FLT'►M?LAp PAMIq,MY1tN -...,__ AFM�!ItdpR3 F"u'alrt7Aa,< ID ,.,,. "�•�,.•.,-f-1 .76,Ali MNA�C*W If t$Oxm!6 50Iom Picot 0100INI&K&I�AAVt:AA - - m - HEARTH Ai LEW*-ON e1TMl,'R 510E ANa 70'FMtOM FALF Eli M+RtFWx .. . "ALL 4M"41tTS K61l Tp,TtMMI{A*A"MKAH Of 3:-O"MOVE~05'rT - . TH6 HOUSE HA5 1�N PREPARED 051% SGRIPTIVE DE516N KI'D DE51CA LOAD = 120 WH FdR THREE SECOND C�t15r S;�rsMlC xcxw "�" � �:' p L V M � I � .�lJ �► I `a' � �► la f �► � � �+► � EXPOSURE Z� "B" 1, VERTICAL RE-SAR IN �D CONCRETE FO.INDATION AS FOLLOV6r �� �bT TO SCMV�tIrB iF e'-O" H. FDN, KALL 051 0 48"04- `�J Nom' OFFIC t 9YPPIrIBy W/ No. {,E'AD 9.00M oK ftx 7YDINQ , 10'-0 H. FON. YKkL 06 REBAR a X18" O.C. PVG WA4,�E A tW V94"t, CMT 10-ON TO q' Mq*IM 61,0 FwoM row, IO'-0" H. FON. WALL M6 REBAR a 48" O.G. FIRST FLOOR AND SILL ANCHORS 1 V NOT TO SCALE } I ;'�,', t� kAlh' breN P11,1t/NErP ill AOOOROANGB WtTh! TWE W104G FKA-MR C,0149TitVCT ION MAN1lP►l. (-WFGM) `�;: schedule �/ _ !'at�lc 3: Fastener s ;,.-.s Connection Description No.and Type of �'►� � � � f".` �' yp Connector Spacing nits HOLJSt:HAS BEEN PREPARED U5446 Connector i A/rr __ _._.____ � __ _...} I 1,�!.`. e-1 Hilo M*N LQAD Ito MPH roR Twe 5E•CaF7D r3t/5T I q � �N Framing i �.�, -� ° 0275`' Zpt� .B. Top Plate tea Cop Plate(Face-nailed) 16d t ommon per foot (�` \ / 4 ` a at. Top:Bonom Plate to Stud(End-nailed) 2-16d common per stud � vERTiCAL RE-BAR Wd F+GUREl7 C:CIWGRE3E FGtR1Uhi10N A5 FOLt.Os't5: ,: OCCUPANCYOR Sntd to Snld(Face-nailed) 8'-Q'H.FDN.t^tht.L 13 REBAFt b bG►'OL. ( ) 2-16d common 24 in.o.c. _.._ _ rod q'-O*H.FON.t^tAI_L 15 teE M 0 410'04, Stud to Header'(Toe-nailed) \ � ♦ � ! f USE IS UNLAWFUL tp'-+3'H.FDN.WALL Id R a 46'0/-. 2-16d common per stud �`� ' � `t � ., Header to Header(Face-nailed) 16d common 16 in.o.c. along edges WITHOUT CERTIFICATE 'Tie-down Anchor/Anchor Bolts '1 1 •�*�o Tie-down Anchor to Stud(FaLce-naaitod) 32-164 sinker per tie-down n� OF OCCUPANCY i `Tie-down Anchor'to Foundation t-A307 5/8 in,dia.bolt \\ �\. �1 :lnchorboits il 1-A3075/8 in,dia.bolt 24 in.ox,and within � w � +a74• I f David H. S1tC1`Wtxold 1 ►' ' 1 ft.of wall ends, / I: I ARCHITt using 3 x 3 x Y.in. steel lata washers' \ t I *± APPROVED AS NOTED Sheathing: `' l !' / Po$t Office'Box 1.681 Plywood 8d 6 in. edge 1 12 in.field / +�^ DATE' Sag Harbor ` (2 rows for end stud) P. AlIRD xDtRMI aK.s rrtLar�MI rMTRAfnM4 - -New York, 63 PAKJIR TV rgrw..ATIoi4 tre1C I.1Mr rMonD Gypsun,wall board l 3 ga x 1/;in, 7 in.edge! 10 in field 7vvgsm T Nor fLriMGlorM Sf:R'••h Y QA.. - — k _ _„_ XJ 1f h S 1 (3/R in. head,) .___ C / � BY FE " ""� NOTIFY BUILDING DEPARTMENT AT •Nene.ALL uRT1 Ta OR LADRL eD AlR M8r LL O M fGR MSTALLATIGN '•1 ,.'•�. 1 � �.:7 { l } . � �, (� ` �-� 765-1802 8 AM TO 4 PM FOR THE 1 , FOLLOWING INSPECTIONS: TABLE N3p!.D(Tr) { GLIMArICI:ANO�.EOGRAP"ICDtSIGN.CRTTEiuA __ _ ! - �' , ,, y\,� I` 2 \` \ - FOUNDATION-TWO REQUIRED631-725-4044PH6NKM� " 7 t6"PLY OOD AM 13�t AZY AT SIl�1Cl1E©PEMIPIt3S r �- �_. _ 71 "PLYPJClC1DP DET AT MM tCIS I0*001lw' _.�^�_ fuMJl TTppMiULCM ,!-_- N.,T,„�T-_.._..._ r� `' ,�`� C� FOR POURED CONCRETE -M SCAIZ "40" �.. '- . . .._ _I. __w ...� wYm., r T,..,e„ar 1 » t '}'.. l I, ,\ \ '-.�.^.� �a 6pEaw,.Mnl C,xco+lr• 7°Y'"'M 'L Tww ^�. • t ,N 2 SlL,. e.w�ngµ i y # �- .'' i ;, `, (i 1 \I 2. ROUGH-FRAMING,PLUMBING, Wyr `=, Q MkPN ret ,., i ,w.,. __ ----_'. STRAPPING, ELECTRICAL&CAULKING ._ Y w. �4$�..,. . _2 i2 3. INSULATIO 2 3 ' + 4. FINAL-CONSTRUCTION&ELECTRICAL PROPOSED r �` � MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE j} \� �•' ( REQUIREMENTS OF THE CODES OF NEW t,. - `15' YORK STATE. v � � NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ,� ' I COMPLY WITH ALL CODES OF 04A �` ( ; ) : 1 '` �,''I f T jQ NEW YORK STATE & TOWN RESIDENCE ' � � ��°'r �^, --- fir.=-_ -- ► ; ! �-M. `�.,� �.�. AS REQUIRED CODE �� OLD TOWN ZBA- _..__ SO D TOWN P G BOAR SOUTHOL USTEES 4 EC 293 Grand AvenueMattituck,NY 11952 DATE: August 3,2011 DO NOT Pk�EFD ON LUMBER CLR IFlCAFTlON SCALE as noted FRAMING'UNTIL,SU ON LEAD." - �C�IdI'B��RE OF F0UNDAT10Nt CgT�J C RTIMAMbF NAY "Data , , HAS.BEEN APPR�I�ED. �� SOt„D,'E'R�t!$FD�lN_{+I�i4-TER RETAIN STORM WATER RUNOFF UPPLYSySTEVCANNOT N 4 T To SGAat PURSUANT TO CHAPTER 236 EMCEED tii0 OF 19b N T So 8d Gol�►MaN CoAW +� G"`�� OF THE TOWN CODE. bd� COMM* QAW 0 V 5 0 PLULhM,M b d 'OMMON C AW IT,a C ELECTRICAL ALL.PLAN01ING WAIVE Ord COMMON GAW 0 Ge`"o G AT Au� PANEL, EDGE y TE INSPECTION REQUIRED &WATER UNE$STING BEFORE COVdVERItA, NG i 40'. qY os TE6 6R1cki tcroG "- 10'k" -- --- -- - -- -- --- - ` -0, 4d - I'll" CRC411M (�..''2YL° t'•+°eMIC W" 101 -0" q1_611 /I'�4a ILKI-ESE ' � _ _.. _ - - ._. .. f 4'GWc 4'-4) � , (51'G 51-0 �, PJ'-hh" I 'f11'� y q'"� 1 1 — 1— —� rt — — ------ — -- -- -- — Fr il 18— 1'I>" _ I — I a I oI Qj frlx %Ae, AMC I Fop *Ab ACME o sl ' I s lJo. Fri * - --- - --_ ---. I - 0110)( M DTA 10 FdN HT To vER 'm; c o s 1 y r,o, uRAoe Buck a i U) 40 T a� I "Lkb - - - I AWV! -RTC! � s 'N'I " " r �r bT IR 4n -dMOVE FT'0 m° .� UP <I I I I I 4it I 21 12'-2 sh i i - - _ U 1 L_.— \b th > - I '�' -�! I 0 ' i '_; c ', �I I �- n r_ ca) I'�i n7�w� _ pu>,� cewAFt — I •. I +4 � I ( J 4"PLSVAp>• (T1/P) x, F 1 I I 01 uv ' I I I _ q!L CaV ON I I - ;� Q IL 4 26r1°+ __...._. _ ('NR Folz ' �-. � -•..." _ - � W 10 X SAF 5'f� 01RbER (pRoP4Rts) - _. - I _ L � a, 4 e R' 151-10')i' - 1 _-- I ' I " y , 1 21 -2 n to yy� 1 '� ♦ F I I N J t _r David A.Sherwood �. ARCHITECT - I CDARRfe 5lkb P1V3OVE `y QI -'1 I fj 1 " � c� N I I �`Pb 5M%% m 01.EAN 004ft 110 I I po�iaffice Sox Inst . Feu w/ rsKG wwM �� Sag parbor I 111 I New York, 11963 - I rxoivEn�A�c — I O '. — I I I 636725.6041 CGt UAN GC/APlKrT6C (:tWr - d FOR Fopwfi 9AI!, Aeove , + er<eK -- -- — — I I$ 1 n I PROPOSED ,T _ e - - - - - __ jI ` - ---- - .. " ------ --- .---- - -- - I ,}"bR�Ck bEp/pB DATE : g4 rr +{CRr,k4Ep0E p u rq , n ' n 1i _-_..._.__ —___._- SGAI,E : 'li,s Avenue MCRARDS RESIOENCE . .. - ._ � _______ . _ YJ 1952 , 1 1 32 Gran s•0 : ,i 10,�_ O 9e7nrnl.sou:� ! 4 - 4 4ewztr�G-Ew,E I� -4 0' 17 2. 0 4 eRr�ctea�E 25-0 A_. .. ---- - — -- -- — - — - — - :r 3,lou V-o„ . 4-0 Foundation Plan 0 V N D A T 1 0 N PIAN 1/14, � N 4 . . i 14f-(e' --- - 0 -�°N-- — rdt�GG 5h' --OI-C-- 'ir-O►" - - — $ -d, - - O -0 4 G -_ 41-0 . 7 D9 04 �+ - -- -- - - - -- Thr 0 I O I C VAVNM W Oi v-1 it MVDaM - --- I TEIIRAt,t'_ O' yGREENPO pORGIi - a121 . 1 n 51-1111" �J/a .. `-' S'h 0-(oys Via" fi �TI I Ml Powoe+t I fi I I I c I IN �I paEAkPA9Tl !17 116I22I _ J b = A , 115 114 P� - � U% 3 I ON i A TSR 1*mm ox �, � MNG fkM �� ( I , * p0 1 Ki t'<) Ih4"% 14°W1 e� yTalw ----------- p�C O j I - _� tzar, Lm �v' �o .e9�oTc SH :ell I •. ' r �o 0 l �1 t 107 (Qy i VXOa _- 5i1 h' H19 + I Q N .. O N�qr NO' N2 -5 y�Q` O I .aN I LflJ FpF NF`N -_� �. , pININ(e 0-7 rn r`f kA ARCr ITtC 1 p "n "•i SIM THKOE GAR QP^A6e 516, I►1_'_� . . , - -- - 5h - - - s/Br7YI! XIAPPIG , 5,h. -�1c eost o69ux16e1 Harbor � New ork, 11963 I 1 e 1 I � '; � v � DI i MI'+ '1ER, VAT �' bEpzM N°t t9" AJS 25 a IG" 0.4- I 1 3 - r31,N i F i 2344044 1 � • = YA - r I — PROPOSLI) =.3+V ` -�' �RGH 7 iN NEW - - L - --- - -- - - -- - I ' I El 1 � RICHARDS RESIDENCE 4 15I '- ' '- I � . 7 p,. o" '3' 2yq 101-_14' _ - 'f Gt-G'�a G'-O" I$'-o Y 4� o.. .ttduck;NY 1102 329-1 Grand Avads x y - r - ---- -- — X ---- _ - K LL _.y Nil 1 r, u 25 "O -�--- _ SCALE A,"'�=sf-0,,. I1 -- - -- --- - - - -- -..-._ �. - .. .. _. .- - - -- - — --- — ---- - - -- - ._... --- - ' -—�' First an 713 O OVSRAV� � F' Floor Al i F I R 5 T F N ' 2rS22 5R Nsh?6D LIVIN(I 1�4° a II � A" „• ,100 yF (JA AVO Nt os WMI, W —_—__ 2'4' ^ 91-41 q'- laN' V _ t , f I f i j i l I I 5 - N12 v 0 I 'N - ❑ C o01 E"KM NO 'h _� aemm N11 . j c iL n N! a ,4 . _ ,� .. - --------- - "� 041 � I '�,�" N 0 40 otn'4 N o _ 1 T �.5\a N sHE9�f rc 0, T01 I _ l�ll 11 11 1 II , , N p 1 1 If ^ 1 M u _Ol 9h G 9 0-2h al 4ti r - - --- - — I, 1 I _..... ._ ....'r TI aR�JIQ _. ..i-" - -. ___-_- -._ - -.. ___.._.. - _._____ i _._ .— .. � Aqr p oNIFo••�Q` , Uli i N BE SE Em i sorl —1 o I I v� PbAyRdoM u, �` ( uNRINItiHrn Amo 1 WALK IN T11; CIO ,tib .I , ._. ._-__. _ .._ . . *4 - Ovid H,Sherwood AR.CHITE�CT I r ! a Post � 10 - - .--------- - - - WBIo ds] Wk Ne N bDOW C N' RNONE/FA 1 N to in ----- Soh" -- - - ( --- "_-� PROPOSED NEVV s w O i PJCHA, IhESIpN � C .00' K +{� x K r X 'f 9 3293 annd Avenue f - , p I I p 1 fl I A 111 • 1 N 11 f . Mapiluolt;h7Y t;lyS2 . to `11 O Iii -- - - - - If---- — - - - 2011 5�i3"� , —. I$I'O .. --- 2' fe y 94AGE ju 6 '`Aiorl -- -- - - —0VffK�w - 4-0 05WM L BetwJ 1 -- - - — ---- X31- o - - - - - -- ----- - - --- - - Iz„ X03 wAu Second Floor Plen ^ 5 e G 0 N p F 0 0 R F bn N ' 11416 5F NBATEG IrIV'ING I/k° a II• p" IIS � 6Dln 5I ��5 ,NM _ j 122 D D al �2 1�t2 122 / Nt.> 117 a 112 o I'12b 616 12 � 0 N2. 1142 O Na IC 0 12/11 1112 12x2 TyTN°, FOF Nl,N 0 � Na IZj4 David H. SAerhood 1 12 12 ARCHITt=CT v d /14 Peet Office$ox.1611 Seg lir . 1 2 NIM Vork, 11963 112 .PHONQl,FAX . 12/2 D 1 4a�.NT41 4 4 �Z g' 1 12 X12 D 114 � PROPOSED, NEW 12,2D 7 RICHARDS I�.SI111k'iHICFr' - ),3A3 Greed Aranua � '�� ' Mat fgfi r,NY 111952, - AATE t Apju 13,2011 SCALE : 'A a I':a'� A .P.1 Roof Plan 1� I'I 4.16 ;Iq ' 16 20 Ll F11 03 oT E t, E VAT1 ON LD 9HFq�0 rC e o - 0 0 P� ya J 027 ypP F OF NPO _.------•---_._.-_ -- �Oof Got*W&TION', 40 YK AP-0A ORADE AfvPw.i.T `DHINComi ON 90 FeA4 OVER 5/ "CO)k I Vi. P10VIOE ICE + WATER 9KIELD AT AW Htfah , itiotiBS, VA M19 AND fAY0. David H. Sherwood ARCHITECT -- (XV AZEK F"CIA W/ 56A090 Fyp Post Box 1681 A'ZEK ftrriT Sag Harbor Now York, 11463 IKIO AZEk �'RLPZE W/ 2'J2"AZik SPIiVN(a GRDWN - AT S0"iT bWJK oFF %0ovtNiNC/ *- q" fOR tick PHONEIFAX 631.723.4046 2N PROPOSED NEW RICHARDS ---� RESIDENCE ANVM5VN WINDDWy ANP DWKR , YAR deCHBOwe Eg I � ❑ ❑ILJ "� . 11 'h11,r 13 r M tt1ack,NY 11952 SIceWAW GONSTRucTlanl, DATE Bk1GiC VSNE61� Vy Ui'hlRSPhce oven 'rNIM oN 4Z"cd>< Ay 6vEA 2xr a I4"oG SCALE : AV-V-;2p11 ' SCALE :'Y."= I'-p" Edeva{ions. E A 5T E L E uP� T 10N i' I I I \L]I i j a I i i LLIJ I 5 a v T H E L, E V A T I a N j Y4"c { i �y rto • / I I b 9T NO 0275 •JO`2� F OF NE+ I 'David H:Shorwood ARCHTECT - Pgpt Office Boz 1631 I S�gNgDot . I New York, 11967 zz >\ NOW C0M,7Kv4T40N', V YK ARU{ (6MPO At'{'HALT SHINfe6ty ON �JDe fCbT eum %'oox PHONJUFAX P4y, IC%+Wti7fKl4He4PAw, Hit'S,VAW ,/, 63t,7264994 R1P6Eh kND EAVB�i, - PPOPOSEEl. NEW N(d AUK I"OiA W/ DEATFP ChD. A2aK `S�PftT (x 10 AUX FRu2t m, W/ 2 'A79K "IwNfe GROMM A't voFFtT %0&kw 6FF 9HFit1miwo RICHMWS 4" For, lbkwK RESH)t to ---- ----'--- ---�^•'_--' ihNDtRDBN WloJppWy ANP bOpFt�i }'1[K �GV{lDUbE -r a293q�ndh�noye ' D {s� x 9 H 61t DR 51DENIiJ V GONyfRV&,TI0N S MMtlaWk N1Y110$2 4 pRlGk VSiN!!1R W/ VR5PAG0 OVsR ppm TYAK 09 1/1'Gtix "I and 2x6 e.lb'Ip� �a+!a��ozu{i ;. Elevations' , I I 1 LZ 5 T E I. E V A T I v _,_,......-._..._.�_.�_......�.,..... ....,.....__._._, ..�.�............. X41+_ I'- a" 'lJ � --- Ix 11 M1005 WA --- 2><12 Rio6E -- U _ 2xCo GoIOMR TIC-9 11 I � 10 R IfS4p-----• - / Q¢� -- ---- x 0 e — �• 2x12 RIINeE - rY* I�EDRM Ns A Tyr. ,y+pry \ 7^ 12' O4 WA,6 hew W goNVy RM. � I 'UNPIfi14H6D hTTIG T,O, PYATF 9 I'b° A9P (MR) _ IIS " 5 e t4 ' o T 0• PEAT! 0'- Iyi A_ —F_ 1 T.0. S9ATF 164h"A-T �—� _ —_- ---- -- ^•''1' — - ----- —� M6K, MOA , DREy01N4 --� 4 II4 MAOTOK bAT lbwkd No I BNTK�J I DiNIMG KM I - TKKVt GAP. OMM I I 400 Crie) F& 6LA66VgP6+4 *FIYFA - I x B4 5T¢ -GIRDER..w:— ` FM GOWAK A"Ile, OlAcImM) 12'Wk10-d'H PG Fd'N ,WA4v tN/ J" ORICK LLOQAV ON UMTIpNy0p6 20' Wv to"D P4 FT4 W/'rl-d5 RRgAR. ONGITVDINAV 5 G 'TI OND :, ,, \o�{. S H 9�D T�• � I/4" ., tl_ p° 2x11 KIDLIi (7yP:) Q12 qp NO' 027`•` U FOF �I FAN AI j j! li il ' i IJ ' f ATTIC � I ill i II, Q.i / ti David I#.Rkeriro9d +`ry AFZ kif x-QCT• , - ry�/ ? ATB .q' Ilii Air a P9+aothN t6al — NOW YYork, i 1963 I, 4" P110NE7FAX BCDRM N°2 OI. PSI ` 431•71;6ASM 1 ill 2 r Pft W D NE . .. ,: - .._._.. , .,__._ �.._ e r 1 _._.. ._ T FLATS 9'- Mt" Alp? i rESWENCE SGREP,NED PoRGK LfVING hM DININ6 RNl PoRGH { 3293 Qwd'Ayeovo MattiuNk 25.:.e. itis-0 _ Y,119$2 ,.,. ._ _...___.�, - W I0 X9q "t. m1AMP. DATE:: Aug'uat 3,2t11 l ON q^p sn. Gnl. OR LEF 2•■2°xl' tb "'6 Sections FVW ORWAK q" PG S4MPON O SHIN O°MPAOTBO FIW 9 EG T 1 0 N T11RV 1. IVIN0 / D1NINra MA 1 i `I I AXIS NC49 pU ATTI0 �U e \ h+ axe+ of — ___. ------------------_—__ —, —._T'o- PEAS! q'-I'Ii"A'sF _ ed10v9 Ian ' ( VNPINIydeb ATM ) 4 Ip- a W" yri{0 P•P' ax 6J[I �._.._. - - ._ - - II _D"..F.� '_5.. . ._�' �4 QZ-- .-_.c-_ .. '---- - ._ - --'- T,O - KA70 9�� Ih�"Asa 1'- MEAM"T 1cITGHFN PINING RM - - _-W lox 034 Sri Olpoom W 10 x 94 SU Or1AVOR - oN 4"4"5tb Gab ON 2%r2exle FVw 451151,0A 4"PC su40 ON M FAN ` f2' PG Fdrl WAD W/4"0R16K, 46oGE ON'60NTINV/Vry 'f,0"W x ID"p PG Pr'O i EC.T 1 ON rHAV K ITOHEN / DININU 1 r o C o •V �.%12 { I7. 1pl � 02755�OQ� flu ql'1• OFNFN A F c u +� �ry David HAben"ad ARCHITECT Ras'F olllPpa Box 1061 - �✓ ATTfG �TH N D Ns*} L New Yq*11,963 PHoIY,g/l AX L . _ - 631 tiUk1- - , - . __ ,.,....._„__ .__.—.- _._—_._._ ?� .__�,�.��. ._ '. -• -- ---- � _ Tia• PYATL 9 -f'h` /tyF ®r_ ( NEW ,' TBRMGE A9T81t f3CD M HIyGY Hula pY RICRARM (11/10" A4 e 0G r r ., - W 10 x b4 STI, (W K00k ON t ` , " r 4" 4 ST6 Gob ON ¢1x2•%j0 P6 P 161 , •• ' ' 3293:Gand'AMenue . ' ' t Mepitulk.NY 149$2 FUW G 9 WAA. . r DAT$: August 3,2011 • ' ". ,' 4" pG 54't% On 41.PAN ' r 3PA4B: V.°=I'-0", . . Gd•1PAGTltp Pllb ' , �. . (2"Wx10'-o'HPG Pr/e 1N/ 4' ' ' r7 ECTION THIW VP 76K 0EbKM N ctions eA1GIC I.EgfeE ON caNT Wtlrs , �1 y4a s 11 0 u Se - 2A"Nlxld�v PG n4 W/3- "$ _ F AR (7YF•) �—