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HomeMy WebLinkAbout43835-Z Q c�11CFGI;t"- Town.of Southold 2/25/2020 ` P.O.Bog 1179 rft 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41093 Date: 2/24/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2825 Kerwin Blvd., Greenport SCTM#: 473889 Sec/Block/Lot: 53.4-44.32 Subdivision: Filed Map No. Lot No. 1 ` conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/24/2019 pursuant to which Building Permit No. 43835 dated 6/7/2019 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: ADDITIONS AND ALTERATIONS INCLUDING REAR DECK TO AN EXISTING ONE FAMILLY DWELLING AS APPLIED FOR The certificate is issued to Blake, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43835 02=12-2020 PLUMBERS CERTIFICATION DATED 01-14-2020 krN Piecuc A utho ' e Signature ®�guFFot TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT H 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#: 43835 Date: 6/7/2019 Permission is hereby granted to: Blake, Susan 72-33 Little Neck Pkwy Floral Park, NY 11004 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2825 Kerwin Blvd., Greenport SCTM # 473889 Sec/Block/Lot# 53.4-44.32 Pursuant to application dated 5/24/2019 and approved by the Building Inspector. To expire on 12/6/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $624.40 CO -ADDITION TO DWELLING, $50.00 Total: $674.40 Building Ins or F 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 I% 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 iviarm , Date. New Construction: Old or Pre-existing Building: X (check one) Location of Property: 2825 Kerwin Blvd. Greenport House No. Street Hamlet Owner or Owners of Property: Susan Blake Suffolk County Tax Map No 1000, Section 53. Block 4 Lot 44.32 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ o 400 li ant ignature 30ding Department Aaalieation AUTHORIZATION (Where the Applicant is not the Ownei•) Susan Blake residing at ,.7243 Little Neck Parkway (Print property owner's name) (Mailing Address) Floral Park,NY 11004 do herebv authorize ;wMeryl Kramer Architect, .(�ieerrr` PO Box 1600,Southold,NY 11971 to apply on my behalf to the Southold'Building'Depaittnent. (Owner's Signature) (Date) (Print Owner's Name) l OF SOUj�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rta-town.south old.ny.us Southold,NY 11971-0959 �` y O�yc®UNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Blake Address- 2825 Kerwin Blvd City: Greenport St: New York Zip: 11944 Building Permit#. 43835 Section 53 Block 4 Lot 44.32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Surrey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency FixturesTime Clocks Disconnect Switches 34 Twist Lock Exit Fixtures TVSS Other Equipment 3-bath fans, rabge hood, electric cook top, 30a oven, 9-ARC fault circuit breakers Notes- Inspector Signature: 4-4�-4: Date: February 12 2020 IZ 81-Cert Electrical Compliance Form As tf Solz Town Hall Annex Telephone(631)765-1802 54375 Alain Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 'E, JAN 1 4 2020 CERTIFICATION Date: I ILI /2- n Building Permit No. Ll Owner:- RjoKe (Please print) Plumber:REQJ P j to C ULC � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (P umbers Signature) Sworn to before me this day of�L20,1L m'41r' 1116)J 21,kVA Notary Public, CounLy TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2-0&2-1, SOF so * TOWN OF SOUTHOLD BUILDING DEPT.- °`�cou►m NE'' 765-1802 1 NSPECTION ] FOUNDATION 1ST [ ] ROUGH PLRG. { OUNDATION 2ND" [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY :- - [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) { ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: }r �, � vin DATE INSPECTOR / o,rjf 50//1,°l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPEC ION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I - �� �.. Lk To n lYw DATE INSPECTOR_ W/ V� ��pF SOUT�O * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROH-PLBG. FOUNDATION2ND [ ATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE/ICC//O REMARKS: a'Ll(,Fi�llhylb� Sb�l, lam" 3 k� N 4 %Aaos, .�}-, DATE INSPECTOR souryo� # # TOWN OF SOUTHOLD BUILDING DEPT. ��cnurme�' 765-1802 / INSPECT [ON , �q [ ] FOUNDATION 1ST [ ] ROUGH_PLBG. [ ] FOUNDATION 2ND = [ ] -INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: , DATE Z" INSPECTOR �C y ,f } s I' t e 3 d Ilk .c � * . E 1 i FIELD INSPECTION REPORT DA E COMMENTS FOUNDATION (IST) ........... 'FOUNDATION (2ND) �Z ROUGH FRAMING& ` PLUMBING y , INSULATION PER N. Y: y STATE ENERGY CODE 7 IA FINAL Jw ADDITIONAL C MMENTS rmu PC I Y46 f z d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying 7 TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 �5 Survey PERMIT NO. ` Check Septic Form N.Y.S.D.E.C. p��a Trustees 617 Examined20� D Contact: Approved 20 MAY 2 4. 2019' Mail to:. Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971 -- .4�-L' Phone: 631477 8736 TOWN OF SO�,tf' Building _ spector APPLICATION FOR BUILDING PERMIT Date May 2019 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 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 a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or _Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code;and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 1600 Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Susan Blake ; (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2825 Kerwin Blvd Greenport House Number Street Hamlet County Tax Map No. 1000 Section 53• Block 04 Lot, , 44.32„ Subdivision 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 b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $250,000 Fee t } (to the 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 cars 2 6. If business, commercial or mixed occupancy, specify nature,and extent aof�each type of use. N/A 7. Dimensions of existing structures, if any: Front 60.9' Rem. 60.9' Depth 46.7' Height 21 .0' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 60.9' Rear 60.9' Depth 46.7' Height 21 .0' Number of Stories 1 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front 164.00' Rear 164.00' Depth 245.00' 10. Date of Purchase 1/5/2018 Name of Former Owner Estate of Marie Ellen Bondarchuk 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded No Will excess fill be removed from premises: (a NO 72-33 Little Neck Parkway 14.Names of Owner of premises Susan Blake Address Floral Park,NY 11004 Phone No. 917 854-3746 Name of Architect Meryl Kramer Addres�PO Box 1600,Southold,NY 119PIhone No 631 477-8736 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 6, Pygi 10001V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Mwr 14 (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,tp,before me this tV�day of 20 :�aco'o ce Notary Public ignature of Applicant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,jjUZ Scott A. Russell SUPERVISOR 0 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 1 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJIEEC-T INVOLVE ANY OF THE IFOLWWINIG: 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. ❑® 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,Conti actoi.Other) S.C.T.M. #' 1000 Date Mstnct NAME Meryl KrapjqrArchitect 53 4 44.32 5/28/19 'p, Section Block Lot WAA " ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. 1477 8736 fielep6orc Yumbnl Reviewed By: �4 Da Pi - - — — — — — — — — — — — — — — Date: Property Address /Location of Construction Work: —6 — — — — — — — — — — — — — — — 2825 Kerwin Blvd Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Greenport, NY 11944 Stormwatei Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 �{BUI,LDING DEPARTMENT- Electrical Inspector JAN 1 5 202 -TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 Southold; New York 11971-0959 _ o ,. Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richertCa.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: J'CV I T1fi Date:- - / -1c3,-2-d Company Name: ,, y , «f T4f QC Name: License No.: .h�� email: G 4f et { korr .(•� . Address: 13ao [&AK-ey r a So v-r((oL Phone No.: 63 1 - 17&S_ JOB SITE INFORMATION: (All Information Required) Name: C /Cc S If2r;t,,C6' Address: 0-? $o2 1<6,e W/A) I'(- V0 612vu�yRo-7- Cross Street: Phone No.:. BIdg.Permit#: '� j'?�� email: �4 vAlr4o® Tax Map District: 1000 Section: Block. Lot: BRI DESCRIPTION OF WORK (Please Print Cl arly) av4 t� tiSP�eT�d� (slr'ry v O /3 Ml-s7-, /6r - .,?6vL 'otr Circle All That Apply: Is job ready for in (YES O Rough In Final Do you need a Temp Certificate?: ES ( NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y, •N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls °J FFat*� Town Hall Annex Telephone(631)765-1802 54375 Main Road ," Vit, . Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 F BUILDING-DEPARTMENT .NOTICE,OF UTILIZATION-OF-TRUSS TYPEE:CONSTRUCTION. PRE.-ENGINEERED-,' WOOD-CONSTRUCTION AM= TIMBER CONSTRUCTION Date:;, May , 2019 Owner: . -Susan-Blake. Location of Property: ___-2825 Kerwin--Blvd..-Greenport, NY 11944 Please take notice that the (check applicable line): New commercial or residential structure X 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) Signature: -------- Name --Name (person submitting this form): _ _ - Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 i t i i •;faa y�.3 �) Fy '� ,s�. ''` L�-�� ys"C ..+.a♦ ,� s �'' IVY YA � i _ ;�i f •' ! t ' Vii. 7 �,.lx i ,i �i S +S�►f s !�f a x s �1 '�A p. a+��,;�"v ,� _ �" � •- �.- �ik� a fit; try _ 7 i S M1 't } x S ,:.+,• r FLOOR AND ROOF FRAMING 4 s Z 1 _ Issue Date: Set: 4/26/19 PROGRESS A PP AS K) 5/28/19 PERMIT AND PRICING DATE- BY: I _ ,J �9� BY: TROD'^Pl.1':CAF�D'3G RCQ'JI9 OTIFY BUILDING DEPARTMENT AT (245noo1 ;65-1802 8 AM TO 4 PM FOR THE rflLLOWING INSPECTIONS: S46050201. FOUNDATION - TW►r FOR POURED CONCRETE II V 0 REQUIRED . GH - FRAMIN � G & PLUMBING Sh Qu 2ROU 0 _ 3. INSULATION ' 4. FINAL - CONSTRUCTION MUST ELECTRICAL AL �W N j B COMPLETE FOR C.O. CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR --_ DESIGN OR CONSTRUCTION ERRORS. RED ARC �- ----_ _ �C COMPLY WITH ALL CODE OF tJl exterior lighti •x -A -- NEW YORK STATE & TOWN ODES � installed,replaced or - AS REQUIRED AND CONDIT ONS OF repaired shall conf rtn F OF NE`I'I to Chapter 172 I O - SOUTHOLD TSP ,,WAR Qf the Tou n Co 3 I SOUTHOLD I TEES ��- N.Y.S. PLUMBER CERTIFICATION _ ON LEAD CONTENT BE Uj ---._____ _- _ I CERTIFICATE OF OCCU ANCY ftiOCCUPANCY OR SOLDER USED IN WA 71?Wng Legend: ----- SUPPLY SYSTEM CA '1�Oz==_ Wall To Be Removed O 1/$ EXCEED 2110 OF 1/o Wall To Remain I I 42 —g 11 i USE IS UNLAWFUL WITHOUT CERTIFICATE New Wall 7-1 New Foundation Wall SCTM# 1000-53-4-44.32 OF OCCUPANCY t����A —_—__ `�L'ViwIB�N�� -- Lines Above ALL-PLUMB!NGWAST�7 ------------ Lines Below 0 PROPERTY 2825 KERWIN BLVD -- — $c',WA1 ER LINES NEED --------- Guidelines ADDRESS GREENPORT NY 11944 EXISTING SINGLE STORY TEAN'G,BEFORECOVERING - WOOD FRAMED DWELLING ---_-____._-RETAIN STORM WATER RUNO F — — — Fence M ZONING R-80 (NONCONFQRMING) i TO REMAIN PURSUANT T(��RAPTER-23 101 Door Tag j I OF THE TOWN CODE. I BUILDING HEIGHT ALLOWABLE- 35' ! 0 101 Window Tag ACTUAL- 19.25' ! EXISTING I �+ I ENERGY CODE N.A. ASPHALT DRIVEWAY AXR Section X, j I —1 j EXISTINGBAY - - -- --- - \ SheetA-XXX LOT COVERAGE LOT SIZE 40,180 Sf TO BE DEMOLISHED `� x �--� Allowable Lot Coverage 20% `- ! —L Detail Tag (40,180 sf) X (.2) 8,036 Sf i I o X �A,�,�y Elevation Tag EXISTING LOT COVERAGE d O Existing Dwelling 2255 sf ! EXISTING WOOD DECK & STEPS �- ���.'��,, x § o j j I x x Interior Elevation Tag ■ Existing Deck 240 sf I TO BE DEMOLISHED TOTAL- 2495 sf ; ° 1 _ r n 18 (6.2%) _ � x o �...' PROPOSED LOT COVERAGE I Ex. Dwelling w/bay removed 2213 sf I ---- I 1 I Proposed Addition 564s �1_Zz2r2 TOTAL 2777 sf 0 (6.9/0) ! PROPOSED WOOD DECK & STEPS------ j OLLI o M E R Y L K R A M E R t EXISTING PORTION OF 1St FLOOR a r c h i t e c t CANTILEVED PAST FOUNDTION I 2 6 0 HORTONS LANE —_ 0 - -- 481-67/8 8'-6 7 j811 POST OFFICE BOX 1600 ---- _ ISOLITHOLD, NY 1 1971 2-011 IONIC-----------_ ---- -- — _, �'� 6 3 1 - 4 7 7 - 8 7 3 6 I _ rnkarch1te `ct • corn O Uj I o IPRIMA �- _- RYBACK SET �- ! C� I -- - -- ___ o �.. BLAKE RESIDENCE 2825 Kerwin Blvd --------- -- - - Greenport, NY ROPERTYLINE I I _ I (245. 001) Site Plan 5p ------- - N46 20 _ E _ _ SCALE:As Noted SITE PLAN Scale: 1" = 10'-0" A-001 SITE PLAN INFORMATION BASED ON SURVEY DATED NOVEMBER 10, 2017 BY MICHAEL W. MINTO L.S.P.C.,NYS LICENSE#050871 © 2019 Meryl Kramer Architect All Rights Reserved GENERAL NOTES FOUNDATION NOTES: e Date: Set: Issue THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issu9 PROGRESS 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE NEW YORK STATE UNIFORM 5/28/19 PERMIT AND PRICING BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS MINIMUM. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-ALL REBAR ASTM A-615 GRADE 60. GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS VERIFIED DIMENSIONS BY CONTRACTOR(S)PRIOROTODSITIONS TART OFO BE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE WIND SPEED(MPH) REQUIRED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. LIGHT WOOD-FRAME WALL 3. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS,SKYLIGHTS, EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE r AND DECKS ETC. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. GIRDER AS SPECIFIED PLYWOOD OPENINGS 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING PROTECTION;THICKNESS 5. DESIGN CONSULTANTS OR RECORD ARCHITECT EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY DEPENDS ON WINDOW OPENING OF LESS THAN 2 TONS PER SQUARE FOOT. MANUFACTURES SPEC. ' BLOCKING PER WIDTH(I) -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, �-(�G�ED,qRc = SUPERVISION,OR ADMINISTRATION OF THIS 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. JOIST AS SPECIFIED CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL �Ca �¢`IL KR o ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. % METAL HANGER PER I 1 RESPONSIBILITY OFTHE CONTRACTOR. MANUFACTURES SPEC. (1)CSHP18 METAL NOTE: IN LIEU OF SCREWS,LUGS 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. i e WITH NUTS AND WASHERS MAY 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO -A STRAP PER STUD w/ (1)CSHP18 METAL STRAPS w/ BE USED FACILITATE CONSTRUCTION AND SHALL NOT BE (9)8D COMMON NAILS PER a (9)8D COMMON 11 BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE NAILS PER END CONSTRUED AS A CONTRACT BETWEEN BUILDER AND MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. �J� 4802 10"END LENGTHSEE OF NVV Typical Joist Hanger DETAIL OWNER. 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 Not To Scale o A 7. THIS STRUCTURE HAS BEEN DESIGNED IN REBAR DOWELS. ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. SUGGESTED UNDERPINNING PROCEDURES: ANCHOR BOLTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. w/0.229"x3"x3" FRAMING BEARING PLATES, _ 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. �; (TYP.) DETAILS OF EXISTING STRUCTURE SHOWN IN THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. 3"No.8 SCREWS 12"O.C. DRAWINGS ARE BASED ON LIMITED FIELD RAFTER THE TOP MEASUREMENTS AND MAY NOT BE ACCURATE. THE OOODrawing Legend: - CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND (1)SIMPSON H2A STRAP PER CONC.WALL WASHER(TYP.) CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. r __ESSARY. __ ___, Wall To Be Removed �- - RAFTER w/(12)8d COMMON NAILS SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY SWAY =11 Wall To Remain DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN BETWEEN SECTIONS.ALLOW 7 DAYS CURING. - WALL PLATES 1/2"PLYWOOD ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO New Wall THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. ��-1 New Foundation Wall - STUD WALL GLASS OR CONSTRUCTION. ANCHOR BOLT G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT ---- Lines Above 4'O.C.(TYPICAL) 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ------------ Lines Below w a 12"FROM CORNERS First Floor & Sill Anchors - BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND Rafter/Plate/Stud Connection H w/0.229"x3"x3" 6 Not To Scale PLASTIC-COATED LATERAL FORCES ACTING ON THE COMPLETED BUILDING. 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR - Guidelines 2 Not To Scale a BEARING PLATES, PERMANENT WOOD SCREW IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THREE FEET FROM NEW WALL. -••-__--. • (TYP.) GLASS ANCHORS DESIGN AND PROVIDE ALL REQUIRED SHORING AND - Fence BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN 101 Door Tag 1/2"PLYWOOD THE STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED STRUCTURE AND FOR FRAM -NGCONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED FRAMING NOTES: 101 DESIGN LOADS. Window Tag 2 1/2" - 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO MIN.IN SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. �A�xx/xj- Section X, 1 1I 5 Header & POSt Tle DOWnS Not To Scale -WASHER(TYP.) PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE Sheet A-XXX SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING _ Nail Sizes j %l , TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OFDetail Tag E- - Joint Description (common nails U.o.N.) Nail Spacing - THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: -�' --- -- - 3"No.8 SCREWS 12"O.C. WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI BEAM THROUGH-BOLTS OU DIA. ROOF FRAMING DETAIL A-TYPICAL ATTACHMENT OF IN THE DRAWINGS. FV=180 PSI x THROUGH BOLTS - -- "� w/WASHERS -- PLYWOOD OPENINGS PROTECTION TO FC PERP=625 PSI axxx Elevation Tag Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOOD-FRAME BUILDING 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE x DECK POST 5 1/2" Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER 1S TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: MIN. Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap ALTERNATE TO 120 MPH CERTIFIED WINDOW ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI x O x Interior Elevation Tag - Collar Tie to Rafter(Face-nailed) 2-8d per tie INSTALLATION: PLYWOOD PANEL WINDOW AND WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI Blocking to Rafter(Toe nailed) CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI 6'-0" 61-011 g 2-8d each end DOOR PROTECTION FOR WOOD FRAMED BUILDINGS E=2,000,000 PSI x Rim Board to Rafter(End-nailed) 2-16d each end 61. '-0"I, 6'-O" .TYp; TYP: 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: WALL FRAMING POST BASE _ Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot FB=2,800 PSI 3 2 3 3 2 3 1 74G PSI - Top Plates at Intersections(Face-nailed) 4-16d joints-each side FC PERP FV=290 PSI Stud to Stud(Face nailed) 2-16d 24"o.c. ONC.PIER E=2,100,000 PSI o Header to Header(Face-nailed) 16d 16"o.c.along edges 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: LJ oFB=3,000 PSI o Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FV=300 PSI 2-16d per 2x6 stud FC PERP=850 PSI 2-16d per 2x8 stud E=2,100,000 PSI M E R Y L K R A M E R 2 1 2 2 1 2 1,2 Deck Beam/Post Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. a r c h i t e c t 3 Not To Scale (Face-nailed) _ 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IIN FLOOR FRAMING ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist 2 6 0 HORTONS LANE Bridging to Joist(Toe-nailed) 2-8d each end 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED POST OFFICE BOX 1 6 0 0 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe nailed) 3 Blocking to Joist(Toe-nailed) 2-8d each end 16d each block CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL a CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. S O U T H O L D, NY 1 1 9 7 1 Ledger Strip to Beam(Face-nailed) 3-16d each joist 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING 6 3 I - 4 7 7 - 8 7 3 6 CSHP'1 METAL Joist on Ledger to Beam Toe-nailed 3-8d OF 48 24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12-O.C. ' STRAPS w/(9)8D g ( ) perjoist Gable Roof Plan:7 to 45 degrees / COMM/ION NAILS PER Band Joist to Joist(End-nailed) 3-16d per joist FIELD). m k a r c h i t e c t c o m 10"END LENGTH 6-0" Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot RAFTER , 0 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT I6� ROOF SHEATHING SPACING INDICATED,EXPOSURE DURABILITYI,TWO SPAN MINIUMUM, BLOCKING Structural Panels 8d SEE NAILING SCHEDULE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED E XPOSURE 1 PLYWOOD AND SHALL BE NAILED RIDGE BEAM 3 2 2 3 (PER DETAIL 8) Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 81. 1"x 10"or wider 3-8d per support 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 4 Rafter Straps CEILING SHEATHING 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. BLAKE RESIDENCE Not To Scale 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED 2825 Kerwin Blvd 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Greenport, NY WALL SHEATHING Structural Panels 8d (see detail 1O/AO02) 2x4 BLOCKING AT PANEL EDGES 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. Fiberboard Panels 7/16" 6d 3"edge/6"field • 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. -7 0 3 2 2 3 0 (ON ° 25/32" 8d 3"edge/6"field 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS WALL STUDS,SEE PLAN 2 2N m 7"edge/10"field INCLUDINGSOLID BLOCKING IN FLOOR SPACES. Gypsum Wallboard 5d Gable Roof Plan:0 to 7 de rees Hardboard gd (see table 3.9) 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing . 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. ROOF SHEATHING NAILING SCHEDULE 1"x 6"or 1"x 8" 2-8d per support PANEL EDGE FASTENING, 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED Code Sheet 1"x 10"or wider 3-8d per support 8d COMMON NAILS AT 3"oc FASTENER. Zone 1 Zone 2 Zone 3 FLOOR SHEATHING ---- PANEL INTERMEDIATE FASTENING, STEEL Structural Panels 8d COMMON NAILS AT 6"oc FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field WALL SHEATHING,SEE PLAN, 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 greater than 1" 10d 6"edge/6"field LONG DIRECTION PERP.TO 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing FRAMING,ENDS STAGGERED 1"x 6"or 1"x 8" 2-8d per support 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1"x 10"or wider 3-8d per support 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE --- -- SCHEDULE FOR STRUCTURAL MEMBERS%NEW YORK STATE CODE BOOK. PLANS. SCALE:As Noted 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 8 Typical Wall Sheathing Layout & Fasteninq 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A-002 Not To Scale 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 4/26/19 PROGRESS 5/28/19 PERMIT AND PRICING 1 -300 36" DEEP TRENCH FILLED w/RCA WRAPPED IN FILTER FABRIC w/ 12"x12"GRADE BEAM w/(4)#4 CONTINUUS ON TOP —� TF— I NE gF1�EU11 WOIOD�TEP_S- BOy -tI 2x12 STAIR STRINGERS ERED ARC @ 16 O.C.(TYP.) - ,� TYPICAL DECK SUPPORTING PIER - ' - -�) I I ( 11 NEW 6x6 ACQ POST ) I I -I- - -} I I � _�i PROVIDE GIRDER HANGER BRACKET _ SET ON 10"SONOTUBE I I I I I SIMPSON HU210 2MAX w/(4)#5 VERTICAL DOWELS, ON BIGFOOT BF24 FOOTING �T 802 Off. , 36" MIN.BELOW GRADE r — — — — — — -r ��-- -t T —T -- OF NE ----- .-��T-----T- ��}—T NEVU_�T. 2 2x10 ----- —,--�1 ' ----T 1 DROP GIRDER i r-- r—r------ . _ — z — -----— —---—------ -- — —------'— ----. ---- -- — — —---, LINE OF EXISTING WOOD / DECK&STEPS TO BE REMOVED v , SECURE NEW FOUNDATION WALL& FOOTING ' o ' - LINE OF EXISTING WITH 24" LONG#5 BARS @ 12"O.C. LINE OF NEW WOOD DECK — o N FOUNDATION &SLAB DOWEL INTO EXISTING FOUNDATION & EPDXY IN PLACE,(TYP.) a Drawing Legend: ABOVE ' X ' TO BE REMOVED 6" EMBEDMENT MIN.(TYP. BOTH ENDS OF NEW FND.) ' N ' r-7-7-:-.:--7-7.& Wall To Be Removed a ; I Wall To Remain w ---------- ----- . /,NEW FOUNDATION WALL o New Wall z ; ,' ----- - - - - -- --- SEE(2/A-300) X " 1 ' NI— — � New Foundation Wall - 0 pl I, pl I ZIP --___-- Lines Above r Hi0 21 N Q- NEW' SIN ' �Icv NEW BEAM POCKET AS REQ. X;o ------------ Lines Below �Ip NEW P.T. LEDGER SECURED w/0.22x5 plo ; �Io w U- - - - - - Guidelines wl , SIMPSON SDWS SCREWS AT 6"O.C. w ' w EX. 3 11 7 8"LVL D.G. ( - - - - Fence - Z[---------------------- ----- ------FLASHING AS REQ_-------Z� ---------------------- -------- z�----p--j - -- e- �) / - o - - - -- -�- d ------ o o �- - •X. I l 101 Door Tag — EXISTING 150 AMP - - — - — - - -- --- - -..-..- - - - �- - - '/ ELEC(PANEL 101 Window Tag EXISTING GENERATOR CIRCUIT PANEL >I 0 Section X, PORTION OF WASTE LINE 0C14 Sheet A-XXX Jim U) TO BE RE-DIRECTED J J a p �I �,. o CODE COMPLIANT l'- p �,YYYi— Detail Tag of ``or STAIR&HANDRAIL Ln 0 �' L EUR ipxiAS PER 2015 IRC `- 0 cv SEC. R311 p w m �1 o UNFINISHED BASEMENT zl� W EX. (3)2x10 FLUSH b AXXX Elevation Tag X IU) - _ - - - - _ - - x EXISTING 2x10 FLOOR JOISTS cs I xx OAxxx Interior Elevation Tag U) �'� x I w C) I 7 / / J fp co CUT DOWN T.O.FOUNDATION AS REQ I` EX.(3) 117/8" LVL D.G. FOR NEW BASEMENT STAIR ACCESS I o r co — ° —0 — AREA OF NEW FLOOR ABOVE EXIST. w L J —..r OIL NEW 2x10 FLOOR JOISTS TANK @ 16"O.C. M E R Y L K R A M E R I U)� a r c h i t e c t NEW 4" DIA. LALLY COLUMN o' SET ON 24"x24"x10" �! w/(3)#4 EACH WAY, p, 3" CLR TO BOTTOM OF FOOTING(TYP.) 2 6 0 HORTONS LANE �I NEW(2)2x10 FLUSH GIRDER POST OFFICE BOX 1600 WATER -0 N SOUTHOLD, NY 1 1971 SUPPLY p' 6 3 1 4 7 7 - 8 7 3 6 �, v7 e Ix mkarch i t e c t c o m o I o - EX.(3)2x10 FLUSH UNEXCAVATED FOUNDATION C.O. T o LINE OF FIRST FLOOR ABOVE_ — BLAKE RESIDENCE ZI _ _ _ _ _ 2825 Kerwin Blvd — QI — Greenport, NY — — — LINE OF ► - _ �\ EXISTING MASONRY PORCH ABOVE \ L - - Foundation Plan SCALE:As Noted Foundation Plan Scale: 1/4" = V_ A- 100 © 2019 Meryl Kramer Architect All Rights Reserved ' Issue Date; Set: ~ 4/26/19 PROGRESS 5/28/19 PERMIT AND PRICING 16-0 NEW WOOD STEPS TO LVL TYP, TO LVL SEC. R311 &312 7-1 11"TO PLATE 04 807. PLAT&_* SIDE VIEW N E44 DN 1) NEW 1x4 w/ BACKBAND CASING AT ALL NE OF EXISTING WOOD DOORS & VV|NDOWS --,DECK&STAIR 2) NEW BASE TRIM THROUGHOUT fTO BE REMOVED 1x6 w/ QUARTER ROUND SHOE MOULD CONT.STEEL PLATE,SEE PLAN FOR SIZE, Li CENTERED ON DEPTH OF LVL AND WITH 3) ||NGVV|NDOVVSANOCAS|NGTOREyNiANUNLESS NOTED OTHERWISE EQUAL NUMBER OF LVLs EACH SIDE ------ LINE OF EXISTING BAY---T-- rn =TO BE REMOVED DravAng Legend: CONT,LVLs,SEE PLAN 117 MASTER BEDROOM FOR SIZE AND QUANTITY ------- -------- -- Wall To Be Removed F WOOD DECK--- J 00 NEW WOOD FLOOR Wall To Remain WITH STD CUT WASHER EACH END, sn> Cj T_ New Wall DO NOT COUNTERSINK i fn SECTION VIEW 7 ABOVE L DoorTag LU C3 LID _j EXISTING CATHEDRAL CEILING x : NEW CATHEDRAL CEILING 04 co Window Tag BEDROOM #1 12- of 1 00 ,al Flitch Beam Detail �NTV' (U FURR OUT INTERIOR—' EXIST.2x8 CEILING JOISTS Section X, TO BE REMOVED i:� < OF EXISTING WALL AS REQ. Sheet A-XXX Uj MASTER BATH -'-NEWTILE FLOOR REMOVE EXIST.GAS FIREPLACE L MUD SUPPLY&INSTALL NEW WOOD LINE OF FLAT CEILING U_ Detail Tag W LU LAUNDRY Cr 0 -RADIANT FLOOR HEATING BURNING FIREPLACE INSERT 1- _Ab0_Vlf_ ROOM 0" `SEE PROJ. MANUAL--- MORSO MODEL#5660NA GREAT ROOM z Elevation Tag w/ZERO CLEARANCE INSERT d d NEW Cn It 0 MOD FLO LU NEW WOOD FLOOR (NFPA 211 COMPLIANT) x ADJUST FRAMING AS REQ. 9 RADIANT FLOOR HEATING C @ I-L rA /' � KIIqHEN ISLAND z -=! ___r_ --T-1 g� LINE OF FLAT CEILING z ABOVE LU zi 00 HALLWAY : 'kV"-LINE OF EXISTING WALL M E R Y L K R A M E R ------------- - NEW WOOD FLOOR TO BE REMOVED(TYyP.) F�re separqion AS PER 2015 IRC � CL. ' IL 0 1 1 LINE OF EXISTING WOOD 260 H ORTONS LANE LU fm 0 RAMP TO BE REMOVED 2'-0" 2: z POST OFFICE BOX 1600 CL. 109 x ENTRY DEN 00 3: GARAGE QJ Uj BEDROOM #2 108 NEW WOOD FLOOR TB _A-I EXIST.2x1O CEILING JOISTS IL - YA=� LINE OF _11DSE!plllcK _ -EXTERIOR-FACE OF FOUNDATION BELOW ENTRY PORCH BLAKE RESIDENCE DN 2825 Kerwin Blvd Greenport, NY First Floor Plan SCALE: As Noted FOF1 0 P 1.�n rSt A- 1 01 ` ' - 0 2019 Meryl Kramer Architect Issue Date: Set: 4/26/19 PROGRESS 5/28/19 PERMIT AND PRICING II II I � •� / LINE OF RAFTERS SET ON LAYOVER VALLEY (SAME RAFTERS AS CATHEDRAL CEILING) NEW/MODIFIED RAFTERS / SIMPSON H2.5A HURRICANE TIE AT EACH RAFTER PORTION OF EXIST. RAFTERS -- -- 1-1 --- � FASTEN TIES TO FAFTERS AT EACH END TO BE CUT BACK —I — w/(3) 1/4"x3" SIMPSON SDS SCREWS o o NEW 2x8 RAFTER TIES A SET ON TOP OF NEW KNEE WALL EXISTING PLATE SET ON TOP OF C.J.- ------ FRED q (9 l L KRq TO BE REMOVED \ " �g'�� RC;y I r '� ------r" ATTIC �C —— —— ———— ——��---— — — — — ————— L— -- EXISTING —EXISTING CEILING JOISTS - -- -- -- - -------- - EXISTING CEILING JOISTS TO BE REMOVED - ------I ------- --��- -- --------- -------- OF N EV`I SIMPSON CSHP20 STRAP AT EACH WALL STUD LAP 8" ONTO STUD & OVER TOP OF ATTIC WALL PLATES GREAT ROOM j MUD/LAUNDRY CATHEDRAL CEILING 1 Drawing Legend: -300 - r Wall To Be Removed Wall To Remain - - 4 - - New Wall - - - -- - wjl - - - -- -- - - -- - New Foundation Wall • 3 Section P�etai,! - Roof Framin �. ——————— Lines Above „ - ¢ ------------ Lines Below Scale: 1 1 -0tz LINE OF HIP ROOF TO BE REMOVED - 0II, ------- — Guidelines NII —..— — — Fence \ it 101 Door Tag Lnx \` w 101 Window Tag � I I -x- \ . Section X, 1 . ` I .\ Sheet A-XXX ' NEW(2)2x10 RAFTER_ ' T EXISING 2x10 RAFTERS o � 1 � Detail Tag Vi 04 - -- `` ---- —-- --— -- - - cv I I X NEW SKYLIGHT 4 c VELUX VSS M06 X- _ � Elevation Tag - -- - - - - -- - -- - -- - - - -- - I NEW(2)''2x10 RAFTER x ` zMNo NEW&MODIFIED 1- 4�, ` 2X10 RAFTERS x x wcxx x Interior Elevation Tag ` W --- --- ` Ofc9 NEW 2x8 RAFTER TIES Q �j, SET ON TOP OF NEW KNEE WALL `. N � ZD , ~ ` W �1 9 ' Uj cn /b C3 X .` Z .` L. "' 'P -- LINE OF WALLS BELOW(TYP.J r ' NEW KNEE WALL CUT BACKOEXIIST. RAFTERS S REQ. / � r I ii ;i i - -- - - -- -- - -- - - - - I ' � M E R Y L K R A M E R (SEE DETAIL SAME PAGE) a r c h i t e c t - - - --'- - - - --- - - - -- - - -- - - 1 260 H ORTONS LANE i POST OFFICE BOX 1600 EXISTING 2x10 RAFTERS _ EXISTING 2x12 RIDGE _ _ EXISTING 2x_1.0 RAFTERS -- - ---- - --- — -- T SOUTHOLD, NY 1 1971 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m I ' II I, I � - 'p - --_ w r - L II - - - -- - - EXISTING 2x10 RAFT-ERS X II o - ---- " - w cN BLAKE RESIDENCE �� 2825 Kerwin Blvd II Ii iII x II `-\_-- � ', I I II �Qy� I' LU Greenport, NY �3 w Q Q uA ZISTINGRXI TIN �Q xW I IE XISTING R.I� -- N -- - - - - - - - - - -I `Gjb I � I O � i L, X � I x! N !of W W Roof Plan \ --- SCALE:As Noted 2 Roof Plan Scale: 1/4" = 1'-0" A- 102 © 2019 Meryl Kramer Architect All Rights Reserved DI L� I -L A J__l j,-rt_I_ =T Issue Date: Set: Z-- 1z=L'- S. l _T i I.C _� L z L T�_t Z'�� -L-Z���7C i-z-i-Z--. _TSA T- 1 I: r-- - -z a ;-Tz �` I�- - zz i_ rz r-. -r .r A ._ - a _ r a IT t z z_ T 4/26/19 PROGRESS l: J-. I I-r ISz `S r -T-. .� z. 1- .� ,L -- T-i �- A r- J: F �l_ ` -^z :L z- J-�� _z L J_�c I: �lxJti�T 12 12 - , e` �,L L `L x- _z _ z z z_,-- 5/28/19 PERMIT AND PRICING z�z -�z rz ;_ z_ i a L z � z_ x z .L �_ z- r z= 'z �. 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EACH RAFTER L K 1x FASCIA SOFFIT DIM. TO MATCH EXISTING GYPSUM WALL BOARD TO MATCH EXIST. THICKNESS TO MATCH EXIST. NEW SOFFIT PAINTED TO MATCH EXISTING ALIGN w/ EXISTING ,,- _-------- 9�� X24802 ��• O OF NEW LINE OF EXISTING ROOF, FRAMING &FOUNDATION7��1 TO BE REMOVED - EXISTING COLLAR TIES TO REMAIN t o � —NEW 2x4 POSTS TO RIDGE FM1/?V - -- oTO MATCH EXISTING 00 o - _- P � `\ I Drawing Legend: TYPICAL EXTERIOR WALL CONSTRUCTION: + oKITCHEN ,��� !! r_ Wall To Be Removed -VINYL SIDING TO MATCH EXISTING L- :'' �' �' �` I' �' I� I� �� __ I �� ��_ EXISTING CEILING JOISTS TO REMAIN Wall To Remain 15# BUILDING PAPER m I _.--_____.____ PLYWOOD SHEATHING NEW CEILING JOISTS New Wall (THICKNESS TO MATCH EXISTING) -. -___ I (SEE PLAN FOR SIZE) - 216" ' ! New Foundation Wall x6 STUD @ _ O.C. I I l ——————— NEW FAUX RAFTERS Lines Above w/ BATT INSULATION - -- ------------ Lines Below SEE PLAN FOR SIZE -GYPSUM WALL BOARD _ _ _ ( ) SLOPE TO MATCH EXISTING (THICKNESS TO MATCH EXISTING) , _ DINING N ----- - - Guidelines I —__—__ I I LINE OF EXISTING CEILING JOISTS -- - -- Fence ' TO BE REMOVED 101 Door Tag I I I , - - - I GREAT ROOM i I 5/4x4 IPE DECKING NEW WOOD FLOOR -- _ _ _ _ _ _ _ 101 Window Tag EXISTING FLOOR JOISTS TO REMAIN EXISTING FLOOR JOISTS TO REMAIN FINISH FLOOR NEW DECK JOISTS ' i Axxx -i Section X, y . - - - --- (SEE PLAN FOR SIZE) i Sheet A-XXX �I � NEW RADIANT FLOOR EXISTING DROP GIRDER Y -- �' --- SEE DETAIL(3/A-300) Detail Tag TO REMAIN --- --- _-- LU 0 _ -- --� I - _-. -- _ NEW FOUNDATION WALL BASEMENT - -= _ -I x -- _ '� _ _ — = Elevation Tag 77- M`