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HomeMy WebLinkAbout42932-Z o�gU Fat TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42932 Date: 8/10/2018 Permission is hereby granted to: North Fork Horizons LLC 105 Hudson St Apt 9S New York, NY 10013 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 225 Sigsbee Rd, Laurel V018 ty©T A4 i LT SCTM #473889 Sec/Block/Lot# 143.-2-5 Pursuant to application dated 8/3/2018 and approved by the Building Inspector. To expire on 2/9/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $212.00 CO -ADDITION TO DWELLING $50.00 Total: $262.00 B i Inspe or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. August 2, 2018 New Construction: Old or Pre-existing Building: X (check one) Location of Properly: 225 Sigsbee Road Mattituck House No. Street Hamlet Owner or Owners of Property: .lane Smerglla (contract vendee) Suffolk County Tax Map No 1000, Section 143 Block 02 Lot 31 Subdivision Filed Map. Lot: r7 A Permit No. � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ `'7� A115plkliOiature `y,cl OF SOUI,yO TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [t;/INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: wn' ' PAV �J I A I i v %1,01 L." DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS �b FOUNDATION (IST) y ------------------------------------ 'FOUNDATION (2ND) r, ROUGH FRAMING& ' PLUMBING y 8 INSULATION PER N.Y: H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS p� Ar • O - O z CC] b y /N OF SOUTHOLD,- BUIL-DING PERMIT,APPLICATION CHECKLIST T'/,tLDING DEPARTMENT ' `:a = Do you have or need the following,before applying? I f OWN HALL Board of Health SOUTHOLD,NY 11971 : . 3,sets of Building Plans; _ TEL: 765-1802 Survey PERMIT NO. Check•; t• ;a _ f Septic Form - - - N.Y.S.D.E.C. Trustees. Examined V 20 -Contact: Approved 20, Mail to:,Meryl Kramer Architect Disapproved a cI ',PO Box 1600,Southold, NY 11971 Phone: 631477 8736 -D [SC C DAG AUG - 2 2018 APPLICATION FOR BUILDING PERMIT BUILDIN, Q DEPT. 'Date August'2 20 18 INSTRUCTIONS a. This application MUST be completely filled-in by typewriter or in ink and submitted'to the Building'Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot aiid of buildings ori premises,relationship to adjoiniiig#6fiiises or public streets or areas, and waterways. r ;, 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 a Certificate of Occupancy is issued by the Building Inspector: APPLICATION IS'HEREBY-MADE•to the Building Department forrthe 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,of for removal or demolition,as herein described. The, applicant agrees to comply with all;applicable,laws,ordinances,building code,housing code,.and regulations„and to admit, authorized inspectors on premises and in building'for necessary inspections. (Signature'of applicant or name,if a corporation) ' (Mailing`address ofapplicant) State whether applicant is'owner; lessee,agent, architect, engineer; general contractor, electrician,plumber or builder- Architect Name of owner of premises Jane Smerglia (Contract Vendee) ^ (as on,,the tax,roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Build'e`rs License No. ” a Plumbers License No. Electricians License No. Other Trade's License No. = 1. Location of land on which proposed,work will be done: 225 Sigsbee Road Mattituck House Number Street Hamlet County Tax Map No. 1000 Section '— ' _ ' ` Block 02 Lot 05 Subdivision - n z` ' ' ' ` ' ' "'"' Filed Map No. Lot (Name) 2. State existing.use and occupancy of premises and.intended use and occupancy of proposed construction: a. Existing use and occupancy• Single Family Residential l ,b. Intended use and occupancy Single Family Residential 3. Nature o_f work_ (check which applicable),New Building Addition Alteration X Repair Removal , .. Demolition Other Work (Description) 4. Estimated Cost $25,000 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each-floor 1, total all floors, If garage, number-of darn•,-' 'N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use N/A 24.1 ' 24,1 'r-1 'C�f,` i a=` � �. 3,6.5' 7. Dimensions of existing structures, if any: Front - Rear w r Depth Height 15.3' Number of Stories ..?e S ....?; Dimensions of same structure with alterations or additions: Front same . Rear same .� Depth same Height same Number of Stor;esbz=,,.-same 8. Dimensions of entire new construction: Front -!,,N/A ' ' Rear Depth Height Number of Stories 9. Size of lot: Front 50.00' Rem. 50.00.' Depth -. 140.00'., 10. Date of Purchase April 2018 Name of Former Owner North Fork Horizons LLC 11. Zone or use district in which premises are situated R=40 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded No; , Will excess,fillibe removed from premises: YES NO' 14.Names of Owner of premises Jane Smerglib Address 225 Sigsbee Rd.,Mattituck;NY 119'Phone No. 631372-8565 Name of Architect" Meryl Kramer' Addres§0 Box-1600,Southold,NY 1f971Phone No ' 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO X IF YES, SOUTHOLD TOWN TRUSTEES 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. , 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, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t s ' day 0 20 Notary Public = ignature of Applicant CONNIE D.BUNCH Notary Public,State of Now York No.01 BU6185050 Quamw in Suffolk Crll� 2 D� Commission Expires Ap Scott A. Russell ,��°su '� ST0]kMWA,1F1E]R.. SUPERVISORN\ N SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑X C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #; 1000 Date: District NAME M r I Kramff Ar hitect 143 02 05 8/2/18 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 631178736 trd�roa N,m�,i Reviewed By: Date: e-10-1p Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Appi owed for processing Bulldtng Permit. 225 Sigsbee Road Stormwater Management Control Plan Not Required. Mattituck, NY 11952 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 ® FC[E0'V[E D NOV 202018 M E R Y L K R A M E R a r c h i t e c t 1[�pSy � }q�9 q�r �1 BUJ.6Ji/Y G 3iJLi� . TOWN OF SOUTHOLD 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1 600 ,y S O U T H O L D, N Y 1 1 9 7 1 P03-bm Southold Building Department Via: Walk In �]- 6 3 1 4 7 7 - 8 7 3 6 Address Town Hall,Southold NY Date: November 19,2018 M k a r c h i t e c t c o m Re: Building Permit#42932-Revisions CC: WE ARE SENDING YOU x Attached []Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 4 11/15/18 Revision 1 drawings for permit 42932 THESE ARE TRANSMITTED as checked below: X For Approval ❑ For your use ❑As Requested ❑ For review and comment REMARKS: The attached drawings are a revision to permit 42932. We would like you to amend the current permit. Thank you. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 -V2 Southold, NY 11971-0959 BUILDING--DEPART-MENT NOTICE OF-UTILIZATION-OF TRUSS TYPEZONSTRUCTION.,PRE ENGINEERED WOOD-CONSTRUCTION�ANU/OR�TIMBER7CONSTRUCTIOW� Date': August 2 ,2018 Owner: Jane Smerglia (contract-vendee) Location of Property: -_ - 225._Sigq0qe_Road,_Mattituck, NY 11952 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)-. Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Floor'and Roof Ridge (PW) ONO-" Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReq15.doex Effective 1/1/2015 REFLECTIVE WHITE REFLECTIVE RED r PANTONE #187 r i i f 112" The construction type designation shall be - c�l»� cc171or ccV» to indicate'the construction classification of the structure under DESI,GNATI.,N F.O'R STIR U"CTU',RAL_- section 602 of the BCNYS GO,MP WE�NTS THAT. ARE OF TRUSS: TYPE, CONSTRUCTION f "F" FLOOR FRAMING, INCLUDING 111; r: GIRDERS AND BEAMS ROOF FRAMING "FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES - -- - 4 , All exterior lighting APP 0 ED AS NOT installed,replaced or repaired shall conform DATE: " g p: a2 3� to Chapter 172 FEE:` BY: of the Town Code NOTIFY BUILDING DEPART EN AT 768-1802 1 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1:,FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.'ROUGH - FRAMING & PLUMBINGELECTRICAL 3. INSPECTION NSPECTION REOUIRE 4. FINAL - CONSTRUCTION MUST D BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF R, : 91BING s ALL PLUMBING VIIASTE s,,&.WATER LINES NEED TESTING BEFORE COHERING PLUMBER CER TIFICA ON LEAD CONTENT BEFC, OCCUPANCY OR CERTIFICATE OF OCCUPA�. USE IS UNLAWFUL SOLDER USED IN WATE',- SUPPLY SYSTEM CANN WITHOUT CERTIFICATE EXCEED 2110 7F '0 OF OCCUPANCY RETAIN STORMCHATER AP ER 236RUNOFF PURSUANTO OF THE TOWN CODE. -201 Issue Date: Set: w 8/2/18 PERMIT z J LU 11/15/18 REVISION 1 r77a U F 9"E-07 0 V 2 �I 0 NOV o , co frf I 7o 0l0 BEDROOM IEXST BEDROOM 11.5'x12.75' ATTIC 9.25'x12.0' EXISTING HATCH! 3.5"STEEL POST(TYP.) \�,QERED AIy LK BASE ENT ra- 9�F oa4802 Q� EXISTING EXISTING BATH REF OF NEW 2x8 FLOOR JOISTS i 2x8 FLOOR JOISTS 8'.0'x5.0' i 4 ❑ W D 2 -201 ----- KITCHEN -201 0 1 I I 8.0'x10.75' Drawing Legend: I I CLOSET ____; Wall To Be Removed I I I Wall To Remain EXISTING ASPHALT SHINGLES TO REMAIN New Wall New Foundation Wall ——————— Lines Above ------------ Lines Below LINE OF EXISTING CONC. EXIST.STOOP ----- Guidelines STOOP&STEPS TO REMAIN TO REMAIN DINING — — — -- Fence 11.5'x9.5' 101 Door Tag LIVING EXISTINGCUFOUNDATION 11.5'x13.5' ND OOTING Window Tag 2 —i Section X, r Sheet A-XXX Detail Tag PANEL WELL HW I 1PROPOSED POWDER ROOM TANK TANK El �O ___L#1 LLE; Provide$8 sqft allowance Elevation Tag Floor-20 sqft Walls-80 sqft(4'high w/ptd wd cap) x MED CAB: Findley white surface mount med.cab. rejuvination.com x O x Interior Elevation Tag VANITY: Design Element DEC077A-W build.com x CONC.STAIRS ABOVE ST.CONC.STOOP FAUCET: Hansgrohe 3173001(chrome) TO REMAIN build.com TOILET: Kohler(Wentworth Classic) White 2 Roof Plan Scale: 1/4" = 1'-0" M E R Y L K R A M E R a r c h i t e c t 1 -201 Q „ _ , „ 1 „ _ , „ POSOT OFFICOE BOXL1600 Foundation Plan First Floor Plan Scale: 1/4 - 1 -0 Scale: 1/4 - 1 -0 SOUTHOLD, NY 1 1971 ------ Electrical Legend 6 3 1 - 4 7 7 - 8 7 3 6 r ,' - mkarchitect . com 4, $ Single Pole Switch T Duplex Receptacle Outlet GFI Duplex Receptacle Outlet -{�- Surface Mounted Fixture Meara Residence Wall Mounted Fixture STT 225 Sigsbee Rd, Mattituck I WP Waterproof Wall Mounted Fixture EXISTING FIXTURE ® Exhaust Fan ' Y -- Cable Connection I RE-LOCATE SWITCHE DOOR SCHEDULE Fixture Schedule: LL " NOMINAL SIZE ® Fantech-Fan light PB 110 L Floor Plans NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT Thickness REMARKS NO. FIXTU E 1 SIMPSON Craftsman 6801 two pane, one li htH-S�winan Simple 310" 6'8" Type A- NEW FIXTURE BY OWNER 2 Flush panel to match existingSimple----- 21411 618" 1 3/8" Solid core =--= SCALE:As Noted A- 1 01 3 First Floor Electric Plan Scale: 1/4 = 1'-0" © 2018 Meryl Kramer Architect All Rights Reserved FOUNDATION NOTES• GENERAL NOTES: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Issue Date: Set; ACCORDANCE WITH THE NEW YORK STATE UNIFORM 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. 8/2/18 PERMIT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-ALL REBAR ASTM A 615 GRADE 60. ULTIMATE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE: GROUND SNOW LOAD SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. WIND SPEED(MPH) REQUIRED FLOOD HAZARDS 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE GIRDER AS SPECIFIED VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 4-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS • 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 CONSTRUCTION AND ORDERING OF MATERIALS. THIS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. • BLOCKING PER FOUNDATION HAS BEEN DESIGNED FOR A SOIL • MANUFACTURES SPEC. BEARING CAPACITY OF TWO(2)TSF AND GRADES 5-THE ARCHITECT IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING JOIST AS SPECIFIED LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. THESE CONDITIONS ARE MET. ALL FILL BENEATH 6-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS, CONCRETE SLABS TO BE COMPACTED TO 95% METAL HANGER PER S ITE DATA RELATIVE DENSITY. 7-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY SPEC. 18'MINIMUM. SCTM# 1000-143::2-5 8-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. PROPERTY 3. PROVIDE FLASHING AT ALL ROOF BREAKS, Typical Joist Hanger ADDRESS 225 SIGSBEE RD, MATTITUCK CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 9-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE Not To Scale ZONING R40 AND DECKS ETC.. MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. 4. DO NOT SCALE DRAWINGS. 10-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 �� t KR C r ALLOWABLE- 35 FEET REBAR DOWELS. BUILDING HEIGHT �G ��-t RAFTER ACTUAL-15i'-3" 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- -A (1)SIMPSON H2A STRAP PER • (1)CS18 METAL ENGINEER ARE NOT RESPONSIBLE FOR THE SUGGESTED UNDERPINNING PROCEDURES: RAFTER w/(12)8d COMMON NAILS STRAP PER STUD w/ INSPECTION,SUPERVISION,OR ADMINISTRATION OF �+ (1)CS18 METAL STRAP PER ; (9)8D COMMON 2015 IECC A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. ENERGY CODE THIS CONSTRUCTION PROJECT. FEDERAL, STATE k N STUD w/(9)8D COMMON NAILS PER END AND LOCAL ZONING AND BUILDING CODE COMPLIANCE B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. 43d2 nt•.I,�f WALL PLATES NAILS PER 12"END LENGTH •; SHALL BE THE RESPONSIBILITY OF THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. �` STUD WALL CONTRACTOR. OF t.,IGNe • C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE LOT COVERAGE LOT SIZE-7„000 sf 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR A5 Rafter/Plate/Stud Connection FACILITATE CONSTRUCTION AND SHALL NOT BE NECESSARY. 2 ANCHOR BOLTS Allowable Lo)t Coverage-20% CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Not To Scale BEAR 29"x3"TES, (7,000 sf)x (.2)= 1,400 OWNER. BETWEEN SECTIONS EXCAVATE BY HAND B .ALLOW 7 DAYS CURTHE INGFOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY' (TMP-) 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. DCISTING LOT COVERAGE PROPOSED LOT COVERAGE CONSERVATION CODE. G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE Drawing Legend: CONC.WALL Existing Dwelling- 874 sf Existing Dwelling- 874 sf 8, CONTRACTOR SHALL OBTAIN ALL PERMITS MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. r=____; Wall To Be Removed WALL STUD ExistinP_Access. Bldg 314 sf Existing Access. Bldg 314 sf Total- 1,188 sf Total- 1,188 sf 11-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR --� Wall To Remain (17%) (17%) THREE FEET FROM NEW WALL. r-----� New Wall 12-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED New Foundation Wall ANCHOR BOLT FLOOR JOIST 4'O.C.(TYPICAL) ------ Lines Above a 12"FROM CORNERS First Floor & Sill Anchors MASONRY NOTES" __________ - Lines Below w/0.229"x3"x3" 3 1- MASONRY WORK SHALL COMPLY WITH THE NEW YORK STATE UNIFORM CODE,SECTION R606 - Guidelines BEARING PLATES, Not To Scale -------. ° (TMP) 2-MORTAR AND GROUT MATERIALS - -- Fence 2.1-PORTLAND CEMENT:ASTM C 150,TYPE 1 GRAY1oi Door Tag WALL STUD 2.2-HYDRATED LIME:ASTM C 207,TYPES S 2.3-MASONRY CEMENT:ASTM C 91,TYPE S 1 CS18 METAL Nail Sizes 2.4-GROUT COARSE AGGREGATE:ASTM C 404C 3/8" 101 FRAMING STRAP PER STUD Joint Description (common nails U.O.N.) Nail Spacing 2.5-MORTAR:ASTM C 270,TYPE S,USING THE PROPORTION SPECIFICATION Window Tag w/(9)813 N 2.6-GROUT:3000 PSI STRENGTH AT 28 DAYS 8-10 INCHES SLUMP PREMIXED IN ACCORDANCE WITH ASTM C 94 NAILS PER END R END 3 Header & Post Tie Downs ROOF FRAMING 3"No.8 SCREWS 12"O.C. OR MIXED IN ACCORDANCE WITH ASTM C 476,COARSE GROUT. Section X,Not To Scale Rafter to Top Plate(Toe-nailed) 3-8d per rafter 3-MASONRY MATERIALS Sheet A-XXX Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist WASHER(TMP.) 3.1-SOLID LOAD BEARTING UNITS:ASTM C 90,NORMAL WEIGHT Stud Straps @ Second Floor Box Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 07N. I Detail Tag 4-REINFORCING MATERIALS `C�' L Not To Scale Collar Tie to Rafter(Face-nailed) 2-8d per tie 1/2"PLYWOOD 4.1-REINFORCING STEEL:ASTM A 615 60 KSI STEEL YIELD GRADE,DEFORMAED STEEL BARS. 4.2-JOINT REINFORCING STEEL:ASTM A 951,#9 GAUGE WIRE,LADDER TYPE,SPACED VERT.MAXIMUM OF 16"O.C. Elevation Tag 4' Blocking to Rafter(Toe nailed) 2 8d each end LIGHT WOOD-FRAME WALLGLASSRim Board to Rafter(End nailed) 2-16d each end 5 THE MIN.REQUIRED COMPRESSIVE STRENGTH OF MASONRY.Prn,SHALL BE 1500 PSI,U.N.O.tT4p' Y . TMP. W FRAMING x Top Plate to Top Plate(Face-nailed) 2-16d per foot PLASTIC COATED PLYWOOD OPENINGS 1 O CARRIAGE BOLTS3 2 3 3 2 3 � � Top Plates at Intersections(Face-nailed) 4-16d joints-each THICKNESS FRAMING NOTES' x x Interior Elevation Tagach side PERMANENT WOOD SCREW DEPENDS ON WINDOW OPENING Stud to Stud(Face nailed) 2-16d 24"o.c. GLASS ANCHORS WIDTH(1) THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO x (2)2X GIRDED Header to Header(Face-nailed) 16d 16"o.c.along edges THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 1/2"PLYWOOD = Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FRAMIIN WOOD FRAMING WOOD POST 2-16d per 2x6 stud NOTE: IN LIEU OF SCREWS,LUGS 1.ALL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS:; .'• °..° POST ANCHOR 2-16d per 2x8 stud WITH NUTS AND WASHERS MAY FB= ER PSI 1,2 BE USED FV=180 PSI 2 1 2 2 1 2 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2 16d per foot (Face-nailed) WASHER(TYP.) SEE EC PERP=625 000 PSI CONCRETE PIIER 1 DETAIL ;1r . FLOOR FRAMING A 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Joist to Sill,Top Plate or Girder(Toe nailed) 4 8d perjoist FB=2,900 PSI Bridging to Joist(Toe-nailed) 2-8d each end 3' No.8 SCREWS 12"O.C. FV=290 PSI M E R Y L K R A M E R DETAIL A-TYPICAL ATTACHMENT OF Blocking to Joist(Toe-nailed) 2-8d each end FC PERP=650 PSI a r c h i t e c t 4 DeckRailing/Post Anchor 3 2 3 3 2 r3l � � Blockingto Sill or To Plate Toe-nailed PLYWOOD OPENINGS PROTECTION TO E=2,000,000 PSI p ( ) 3-16d each block WOOD-FRAME BUILDING Not To Scale Ledger Strip to Beam(Face-nailed) 3-16d each joist 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Gable Roof Plan:7 to 45 degrees Joist on Ledger to Beam(Toe-nailed) 3-8d per joist FB=2,800 PSI 4' Band Joist to Joist(End-nailed) 3-16d perjoist ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION FV=290 PSI 2 6 0 HORTONS LANE w/(9 METAL STRAPS Band Joist to Sill or Top Plate(Toe nailed) 2-16d 1 per foot PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FC PERP=740 PSI POST OFFICE BOX 1600 w/(9)8D�COMMON NAILS PER 12"END �P' ROOF SHEATHING FRAMED BUILDINGS E=2,100,000 PSI LENGTH SOUTHOLD, NY 1 1971 RAFTER3 2 2 3 Structural Panels 8d SEE NAILING SCHEDULE 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FB=3,000 PSI 63 1 - 4 7 7 - 8 7 3 6 BLOCKING FC PERP FV=300P850 PSI Diagonal Board Sheathing SI m k a r c h i t e c t c o m 1"x 6"or 1"x 8" 2-8d per support E=2,100,000 PSI RIDGE BEAM 1"x 10"or wider 3-8d per support • 7 1 - 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM CEILING SHEATHING SPECIFICATIONS:FB=975 PSI Rafter Straps 2 1 1 2 5 Gypsum Wallboard 5d 7"edge/10"field FV=175 PSI FC PERP=565 PSI Not To Scale E=1,600,000 PSI WALLSHEATHING 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN Structural Panels 8d (see detail J) ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WOOD BEAM Fiberboard Panels 4"vent Thru Roof M ea ra Resp d e n ce 7/16" 6d 3"edge/6"field ROOF 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED ,• a CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL 225 Sigsbee Rd, Mattituck STEEL.PLATE • 3 2 2 3 25/32"Gypsum Wallboard 5d 8d 3 edge/6"field CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. •� 7"edge/10"field Gable Roof Plan:0 to 7 degrees Hardboard gd (see table 3.9) 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C. EDGES AND 12"O.C. STEEL COLUMN Particleboard Panels 8d (see table 3.9) FIELD). Diagonal Board Sheathing 2 1"x 6"or 1"x 8" 2-8d r- "T 1- ( 4" 1 r 9.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED(PER DETAIL J) ROOF SHEATHING NAILING SCHEDULE per support I 1 1/2 I 1 �1/2_�2 1"x 10"or wider 3-8d per support 2 1 1/2 1 2 2 12 10.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 81. LAV. t LAV. I Zone 1 Zone 2 Zone 3 FLOOR SHEA ING w.C. Dw nW �„�CJ I F.A.I. 11.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. Structural Panels 1ST FLOOR SHOWER � FIELD 12"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field 2" 3" 1 1/2" 12.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. --- STEELCOLUMN 2° 3" 2" 3" 1 1/2" STEEL PLATE greater than 1" 10d 6"edge/6"field I CO T TO EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing EXIST. 13.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. Cover Sheet ° 1"x 6"or 1"x 8" 2-8d per support C.O. HOUSE SANITARY 3" TRAP SYSTEM 14.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 1"x 10"or wider 3-8d per support PROPOSED EXIST. EXIST EXIST STAINLESS STEEL. ° ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED AS PER DETAIL J POWDER RM KITCHEN LAUNDRY BATHROOM •. •° CONCRETE PIER ,41 ° FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING • a SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed #1 15.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. • . a 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall BASEMENT STEEL be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. SCALE:As Noted 6 Porch Beam/Column Anchor __Simplified Roof Sheathing Nailing Schedule 1 PLUMBING RISER DIAGRAM 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM Not To Cale 13 Not To Scale Scale: N.T.S. SPECIFICATION A500. 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON TH E PLANS. 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN SUPPORTS. A-000 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. © 2018 Meryl Kramer Architect 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. All Rights Reserved Issue Date: Set: 8/2/18 PERMIT c G ARC' LN DDAfft '9J 24302 4Cj N 69022 OU E 1 4uo 0 Uftk 9M ° FOUND PIPE FOUND • 0.6'N. 0.5E. inn 11111110111- CONC. MON. Drawing Legend: • -- r=____; Wall To Be Removed i Wall To Remain ® New Wall 0 New Foundation Wall PINES TRE Lines Above v S ------ Lines Below — — — • • i ---- Guidelines 36.5' — — — -- Fence ® 101 Door Tag Window Tag • m • ///, / / '~ ' f 'iii/ , , ,: Section X, /'i ;/ i/ / / S` ,i Y / /% SheetAXXX / / I x ` � &FS /- �. ,� y ✓i' //�/ �j// i/�';�/ �//i �/ /j •��//�� O � �� Detail Tag / ; , / / / / /; / , ' \L ZElevation Tag (04l T %; ///"// /%/ /� j %� ;'EXISTI N G//�%�j ' '/'�/; /~ "' 8001• OVER X O X Interior Elevation Tag / // / / ammmininp /' / . 100 - 1 STORY FRAMED DWELLIN : - . �� ' ,i /; G ' ,.' / CONC. STEPS = / s LOAJ & WALL ROOF OVEVii/ 0 CONC. STEP • • k .N: /// .// r. / ,,j /% X' / 9///// / i i /' / /// % 22. 1 NEW WOOD STEPS M E R Y L K R A M E R /, ® _—_ • • (" • 9 Sil""ORY a r c h i t e c t � • LINE OF EXISTING CONC.STEPS---XROOF OVER I � .s N TO BE REMOVED CONC. STEPS EPS i• � � ' • rv • 260 HORTONS LANE r POST OFFICE BOX 1600 • • .:' UILDING EXISTING COVERED PORCH • EXISTING CONVERTED TO HABITABLE SPACE C7 S O U T H O L D, N Y 1 1 9 7 1 ... DRIVEWAY � 0 ! � ��•3 Z' �FOUND 6 3 1 - 4 7 7 - 8 7 3 6 Z .. .. 22. 1 ••. +� 0.2 E. mkarchitectcom ..-. • y. - • r a FENCE Q 0.2'S00 . FENCE FENCE FENCE 3 FOUND PLASTIC FENCE � CHAIN LINK FENCE 0 W' � FRAME 0 0.4 S. CONC. MC Meara Residence 0.5 S. 0.2 E. 0 _ SHED 0.4 S. 0.6 W. • / ` 225 Sigsbee Rd, Mattituck " � � 9 0 0 �U) 4 b %17022900 ' 9 M Site Plan N BASED ON SURVEY 0 Site Plan Scale: 3/16" - 1 -0 BY NATHAN AFT CORWINN III LAND SURVEYOR - MAY 14, 2014 SCALE:As Noted A-001 © 2018 Meryl Kramer Architect All Rights Reserved 3 �-201V LU Issue Date: Set: 8/2/18 PERMIT J w F-- Q 3I Cl- 0 0 00iLU m � zl� BEDROOM rEXST. BEDROOM 11.5'x12.75' ATTIC� 9.25'x12.0' u�l EXISTING 1HATC14 3.5"STEEL POST(TYP.) c�c U R6 ,jL KRI r �j t BASE ENT 0.2 so?- EXISTING EXISTINGBATH REF OF 2x8 FLOOR JOISTS 2x8 FLOOR JOISTS 8'.0'x5.0' l 4 ❑ W 2 p U --- p -201 -- KITCHEN -201 0 8.0'x10.75' z w Drawing Legend: I I I I CLOSET Wall To Be Removed � � I I 1 ( EXISTING Wall To Remain p ASPHALT SHINGLES TO REMAIN New Wall �J 3 r--� New Foundation Wall p c7 Z Z ——————— Lines Above LINE OF EXISTING CONC. w Lines Below EXIST.STOOP — STOOP&STEPS Z z DINING 3 0 TO REMAIN Guidelines — — — — TO REMAIN _..—.._.._ p - Fence 11.5'x9.5' Z z I 3 N 0 101 Door Tag LIVING NEW 2x8 F.J. EXISTING CMU FOUNDATION 11.5'x13.5' w 5'1 @16"O.C. WALL AND PC FOOTING I I 3 1/2" 7'-0" Z z' 101 Window Tag NEW(3)2x8 Z NEW DOOR TO MATCH HEADER p 2 EXIST. Section X, ———- — Sheet A-XXX _ _j U (n I EQ EQ —t— N PROPOSED POWDER ROOM ? Detail Tag ELEC. - PANEL WELL HW ,3: Q Q � NEW I REMOVE EXIST.CLOSET � � � j TILE: Provide$8 sqft allowance TANK TANK N Z v c°i� ¢ CRAWL PAC EXISTING 8"CMU FOUNDATION PATCH FLOOR&CEILING �p ih 51/2 Floor-20 sgft WALL AND PC FOOTING AS REQ'D —1— Walls-80 sqft(4' high w/ptd wd cap) x Elevation Tag SEE DTL.(5/A201) MED CAB: Findley white surface mount med.cab. O © O 1 I ��" rejuvination.com x I� LINE OF EXISTING CONC. � I VANITY: Design Element DEC077A-W NEW P.T. LEDGER F � � ALIGN STOOP&STEPS NEW WINDOWS NEW________ __� build.com x O x Interior Elevation Tag 00 SECURED w/0.22x5 SIMPSON SDWS SCREWS J TO BE REMOVED IN EXISTING R.O. WINDOWS I FAUCET: Hansgrohe 3173001(chrome) @ 16"O.C.STAGGERED TOP&BOTTOIM build.com x I I I I SECURE NEW FOUNDATION TQr(Wentworth Classic) _ White LINE OF WALL AND FOOTING WITH 24" NEW 2X12 ACQ STRINGERS WOOD STEPS ABOVE LONG#5 BARS, 12"O.C. UP VERTICAL. DOWEL INTO la @ 16"O.C. EXISTING FOUNDATION AND 6-011 2 S a�e:P/4'n- 1'-0" EPDXY IN PLACE,(TYP.) NEW ACQ WOOD STEPS EXIST. CONC.STOOP AND STEPS 6" EMBEDMENT MIN. w/CODE COMPLIANT HANDRAIL TO BE REMOVED AS PER 2015 IRC SEC. R311.7.8 � M E R Y L K R A M E R 1 a r c h i t e c t -201 260 H O R T O N S LANE Foundation Plan First Floor Plan 0 Scale. 1/4" - 1'-0" 1 Scale: 1/4" - 1'-0" POST OFFICE Box 1600 SOUTHOLD, NY 1 1971 --------' Electrical Legend 6 3 1 - 4 7 7 - 8 7 3 6 r---� m k a r c h i t e c t c o m Single Pole Switch Duplex Receptacle Outlet GFI Duplex Receptacle Outlet Surface Mounted Box for Hanging WINDOW SCHEDULE Pendant MARK QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT REMARKS WINDOW NOTE: Meara Residence A 2 ANDERSEN 400 SERIES WDH2O310 Double Hung WHITE 2'21,/8' 4'0 7/8' CONTRACTOR TO VERIFY EX.WINDOW RO CONTRACTOR TO VERIFY MAX STANDARD WINDOW SIZE � �I� Wall Mounted Fixture PRIOR TO ORDERING FOR EXISTING R.O. 225 Slgsbee RCI, Mattituck B 1 ANDERSEN 400 SERIES WPW310310 Fixed Glass WHITE 3'117/8' 4'0 7/8' CONTRACTOR TO VERIFY EX.WINDOW RO Waterproof Wall Mounted Fixture PRIOR TO ORDERING 1wp C 1 ANDERSEN 400 SERIES A21 Awning WHITE 2`2 1/8 2-21/8' EXISTING FIXTURE �i ® Exhaust Fan D 1 ANDERSEN 400 SERIES MULL(2)WDH2636 Double Hung WHITE 5-33/4' 3'8 7/8" CONTRACTOR TO VERIFY EX.WINDOW RO PRIOR TO ORDERING / CONTRACTOR TO VERIFY EX.WINDOW RO Cable Connection E 1 ANDERSEN 400 SERIES WDH3032 Double Hung WHITE 3'21,/8' 3'4 7/8' PRIOR TO ORDERING DOOR SCHEDULE RE-LOCATE SWITCH Fixture Schedule: 1 I LL NOMINAL SIZE L Floor Plans I I ® Fantech-Fan light PB 110 L NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT I Thickness REMARKS 1 SIMPSON Craftsman 6801 two pane, one light) Swing Simple 310" 618" 1_1 I Type A- NEW FDcrURE BY OWNER 2 Flush panel to match existing Swing Simple 2'0" 618" 1 3/8" Solid core I I 4 I I I �----------1 SCALE:As Noted A- 101 3 First Floor Electric Plan Scale: 1/4" = 1'-0" @ 2018 Meryl Kramer Architect All Rights Reserved PROPOSED ADDITION Issue Date: Set: 8/2/18 PERMIT Jill EXIST. ROOF TO REMAIN 1 West Elevation (Front) NEW DO NEW RED CEDAR"PERFECTION"SHINGLES Scale: 1/4" = 1'-O" O — S , ON FRONT&RIGHT ELEVATION ONLY �.5.. - . i LEFT TO WEATHER - WWI D0 S H2A HURRICANE TIE EACH RAFTER TO NEW STUDS IN IS TN R. ':'''''y` '' NEW ACQ WOOD STEPS w/CODE COMPLIANT HANDRAIL AS PER 2015 IRC SEC. R311.7.8 K PLATE HEIGHT +/- (8'-0 1/2")ALIGN w/EXISTING N1A 024302 F pF N�\N1 EXISTING FASCIA, RAKE,SOFFIT 1/2"'GWB WALL&CEILING FINISH, TO REMAIN PAINTED Drawing Legend: r_:—_7_.7_7 _, Wall To Be Removed Wall To Remain -----n New Wall TYPICAL EXTERIOR WALL CONSTRUCTION: New Foundation Wall -RED CEDAR"PERFECTION"SHINGLES LEFT TO WEATHER ——————— Lines Above EXPOSURE TO MATCH EXISTING ------------ Lines Below _ -15#BUILDING PAPER NEW RED CEDAR —.—.—.—. '' � ;:� — Guidelines -5/8"APA RATED PLYWOOD SHEATHING "PERFECTION"SHINGLES — — — -- Fence -2x6 STUDS @ 16"O.C. ON FRONT& RIGHT o w/CLOSED CELL SPAY FOAM INSULATION ELEVATION ONLY �s 101 Door Tag PROPOSED -5/8"GYPSUM WALL BOARD South Elevation (Ri ht LEFT TO WEATHER O 2 Scale: 1/4" = 1'-0° y STIN I D E IST G I 101 Window Tag INTERIOR SPACE IN E I TI G R 0. s � A �� Section X, Sheet A-XXX Detail Tag p Elevation Tag LINE OF EXIST. CONC.STEPS x TO BE REMOVED PROPOSED ADDITION x Ox Interior Elevation Tag TILE FLOOR FINISH x OVER 3/4"PLYWOOD SUBFLOOR T.O. FINISH FIRST FLOOR (0'-0")ALIGN w/EXISTING 2x8 CCA SILL ' ' M E R Y L K R A M E R NEW 2X8 FLOOR JOISTS @ 16" �' TERMITE SHIELD WITH SILL SEALER a r c h i t e c t O.C.w/ BATT INSULATION - P GRADE AWAY 1/2" DIA.X 12"ANCHOR BOLTS @ 4'-0"O.C. EXISTING WINDOW EXISTING WINDOW #4 DOWELS @ 48"O.C. 1/8"PER FOOT GRADE (2)#5 REBAR HORIZ.(CONT.) TO REMAIN -TO REMAIN 2 6 0 HORTONS LANE POST OFFICE BOX 1600 NEW SOLID GROUTED CMU FOUNDATION WALL PROPOSED I SOUTHOLD, NY 11971 CRAWL SPACE I CONTINUOUS WATERPROOFING EXISTING SIDING @ EXTERIOR OF FOUNDATION WALL BELOW GRADE East Elevation Back TO REMAIN 6 3 I - 4 7 7 - 8 7 3 6 JOINT REINFORCING EVERY 3 Scale: 1/4" = 1'-0" m k a r c h i t e c t c o m OTHER COURSE o I #4 DOWELS @ 48"O.C. CENTERED 2"FROM INSIDE FACE OF WALL T.O. NEW CRAWLSPACE SLAB — +/-(-3-10") Meara Residence 8"H X 16"W P.C.FTG.WITH �a 2"x4"KEY @ CENTERLINE 225 Sigsbee Rd, Mattituck (2)#5 REBAR HORIZ. (CONT.) MIN.36" BELOW GRADE NEW 2"THICK P.C. RAT SLAB Elevations 5Wall Section Detail Scale: 1" = 1'-0" EXISTING SIDING E TO REMAIN SCALE:As Noted 4 North Elevation (Left) EXISTING WINDOW NEW WINDOWS Scale: 1/4" = 1'-O" TO REMAIN IN EXISTING R.O. 0 - 201 © 2018 Meryl Kramer Architect All Rights Reserved