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HomeMy WebLinkAbout47007-Z ��UFFOL � Town of Southold 9/24/2022 P.O.Box 1179 N m y 53095 Main Rd ��'•lj�l �ao� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43447 Date: 9/24/2022 THIS CERTIFIES that the building ACCESSORY Location of Property: 1050 Arshamomaque Ave., Southold SCTM#: 473889 Sec/Block/Lot: 66.-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/1/2019 pursuant to which Building Permit No. 47007 dated 10/20/2021 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: unheated accessory pool house with attached storage(separate entrance)and outdoor shower as applied for The certificate is issued to Crozier,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47007 9/7/2022 PLUMBERS CERTIFICATION DATED 5/10/2022 rad Piecuelf 0 1 - - -- 0 hor' ed Signature �gUFFoI TOWN OF SOUTHOLD BUILDING DEPARTMENT y = ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47007 Date: 10/20/2021 Permission is hereby granted to: Crozier, Christopher c/o Jere Jacob 975 Inlet Ln Greenport, NY 11944 To: Construct accessory pool house with pergola as applied for. Replaces BP#44393 At premises located at: 1050 Arshamomague Ave., Southold SCTM # 473889 Sec/Block/Lot# 66.-2-27 Pursuant to application dated 10/20/2021 and approved by the Building Inspector. To expire on 4/21/2023. Fees: PERMIT RENEWAL $126.20 Total: $126.20 B ding Inspector Soffnt,ro TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY °��4 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#: 44393 Date: 11/8/2019 Permission is hereby granted to: Crozier, Christopher c/o Jere Jacob 975 Inlet Ln Greenport, NY 11944 To: construct accessory pool house with pergola as applied for. At premises located at: 1050 Arshamomaque Ave, Southold SCTM # 473889 Sec/Block/Lot# 66.-2-27 1 Pursuant to application dated 11/1/2019 and approved-by the Building Inspector. To expire on 5/9/2021. Fees: ACCESSORY $202.40 CO -ACCESSORY BUILDING $50.00 Total: $252.40 Building Inspector pF SOUT�QI . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 Q a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher Crozier Address: 1050 Arshamomaque Ave city:Southold st: NY zip: 11971 Building Permit#: 47007 Section: 66 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer Step Lights 2 Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 UC Lights 6' Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Pool House Inspector Signature: Date: September 7, 2022 S.Devlin-Cert Electrical Compliance Form ��o��flF S��,yOlo Town Hall Annex Telephone(631)765-1802 54375 NWn Road Fax-(631)765-9502 P.O.Box 1179 G �Q Southold.NY 11971-09590��C � i BUILDING AENT DEPARTk TOWN OF SOUTHOLD- _' J, 11 MAY 1 0 2022 '5 max: BUILDINU 9 TOWN OF SOUTHOLD CERTIFI-CATY-OR Date: 1 Building Permit No. {Croner: rriZ 1 r (Please print) Plumber.R f nA i as1=xeh -(Please-print) F certify that the solder used in the water supply system contains less than 2/10 of 1% -lead. Snare) Swom to before me this JC) ,day of 20,_,�Z SUSAN A.RIZZO Notary Public,State of New York Notary Public, /le— County Qualified in Suffolk County -Commission Expires Mamh 17.20 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. November 1 , 2019 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 1050 Arshamomaque Ave Southold House No. Street Hamlet Owner or Owners of Property: Christopher T. Crozier Suffolk County Tax Map No 1000, Section 66. Block 02 Lot 27 Subdivision Filed Map. Lot: Permit No., Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora ertificate Final Certificate: (check one) Fee Submitted: $ 10 licant Signature e M' E R Y L K R A M E R 760 HORTONS I A N F POS f OFFICE BOX 1600 SOUTFcOLO, NY I ;971 6 3 1 4 7 7 8 7 3 6 �r k h c h l c t t n m LETTER OF AUTHORIZATION Christopher T.Crozier c/o Jere Jacob 975 Inlet Ln Greenport, NY 11944 I hereby authorize MERYL KRAMER ARCHITECT to act as my agent in obtaining all permits required by TOWN OF SOUTHOLD,SUFFOLK COUNTY AND NEW YORK STATE for the new construction and renovations at 1050 Arshamomaque Ave,Southold, NY 11971. 3� 10M"- r 1?40/9 Owner Date i O�aOF SOUTy� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ICN [/3FOUNDATION 1 ST [ ROUGH. PLBG. [ ] 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 REMAR S. DATE y INSPECTOR 0f SOUIyo� t b f / l t 0 50 F.ter'/:�1 A-A1t,J AV l,r�"C'cre f # TOWN OF SOUTHOLD BUILDING DEPT. = 765-1802 INSPECTION [. ] FOUNDATION 1ST [ ], ROUGH PL13G. [ ] 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: DATE. � � � � INSPECTOR - ' # #laf so TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] 0 0 t6,st,, FRAMING /STRAPPING [ FINAL p, , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4 DATE 'LL INSPECTOR s OF SOUTyo (�J� W �► r5 t a/ .oA4_ �f - # TOWWO:F SOUTHOLD'BUILDING DEPT. `�couxty N�'' 765-1802 r 1 NSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] -FOUNDATION 2ND [ ]:. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY lNSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) PG ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ci7r-a nam-cQ' r � L'4 DATE Z INSPECTO _. . - �,- J Ali vt ti j) e Nili 3 — — — — — —— — ——. riA� 3 — — — — —� — — — — t 9Ri: '� 773f }Q } r Sir l 'i -- i � T1R Mla nw roc. sc mN I s ,s zo o,x I �aI �. aov I mar oar J` i� 11 :w ro wi 0 4' .a, FIELD INSPECTION REPORT` -DATE COMMENTS FOUNDATION (IST) C> ------------------------------ FOUNDATION (2ND). RIX ' z DOW A 0� soh/ . y .ROUGH FRAMING& PLUMBING 1 Nz . Q r INSULATION PER N.Y. y STATE ENERGY CODE cAvrvI/ 1 AM Vftl- FINAL &AtmugL Xils M rtADDITIONAL COMMENTS V 1'✓IfV//1 z b-213`Z1 I� , 2:0 m 5-jerAq, e ier r LAN z ly .I lJ : H x TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 (l� Z Survey PERMIT NO. `" l (( ../ Check Septic Form N.Y.S.D.E.C. Trustees Examined 920. Contact: Approved 20 Mail to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971 Phone: 631477 8736 Buil ' g Inspectof APPLICATION FOR BUILDING PERMIT JL Date November 1 , 20 19 NOV - 1 2019 =- INSTRUCTIONS a.This appli6ati6A'.NUS-1:be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,a6`6&at&plotip!anoseale.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. 7iZMtAre ofalplfcYnt or name,if a corporation) po box (Goo, Sou+kot d!N (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 Christopher T. Crozier (as on the tax roll or latest deed) If applicanis ,corgioration 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: 1050 Arshamomague Ave Southold House Number Street Hamlet County Tax Map No. 1000 Section 66• Block 02 Lot 27 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 X- Pool HouseAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $50,000 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 cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A Existing Sing.-Fam. House 46.0' 460' 34.5' 7. Dimensions of existing structures, if any: Front Rear . Depth Height 28.4' Number of Stories 2 Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new consruPtionl: Fronpe 15.0' Rear 15.0' '` Ijep 12.5' > � Height 13.2' Number of Stories 1 9. Size of lot: Front 117.75' Rear 116.00' Depth 102.79' (N) & 82.59'(S) 10. Date of Purchase 1/10/2018 Name of Former Owner Lista M. Cannon 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 Yes Will excess fill be removed from premises: (a NO 14.Names of Owner of premises Christopher T.Crozier AddreSS975 Inlet Dr,Greenport,NY 11944Phone No. 631765-5054 Name of Architect Meryl Kramer AddreS§10 Box 1600,Southold,NY 11971phone 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 1 �) 1 P- F otw being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONbiiE D.BUNCH � OAof New YYork (S)He is theAfr,�wov� N01R1IIS0 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County a :mm�tission 1=xniee�A��"4 ? d 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 o before met is day of 0 e, kb-Q1 k 20\L? 1 Notary Public S' ture of Applicant fFI�L� BUILDING DEPARTMENT- lectriEal Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 wpb Telephone (631) 765-1802 - FAX (631) 765-9502 1 y' roger.riche rt(&-town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e17A Date: - jl- Company Name: — v — RC-0-121C Name: License No.: Mt 3 YO 0 email: a r ~QS4 •�L &&,. 6 Address: 3 vvWo(-D I JV Phone No.: JOB SITE INFORMATION: (All Information Required) Name: xi 0 7(f, Address: A,a ' Q_v _ Vbr Cross Street: sv a Chu D G Phone No.: C,2 1- BIdg.Permit#: 0113 email: 1af 1v)uf ec4,&1 1: Tax Map District: 1000 Section: Block: 02 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) D — L Circle All That Apply: Is job ready for inspection?: YES / O Rough In Final Do you need a Temp Certificate?: YES / N 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 MAY 1 1 2021 ;Requestfor-Inspection F rm.x1s 4A%lffp(KCO BUILDING DEPARTMENT- Electrical Inspector Gym` TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 { Southold, New York 11971-0959 , apl 'f Telephone (631) 765-1802 - FAX (631) 765-9562 rogerr(aD-southoldtownn ..gov — seand(o-southoldtownny.gov' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: /0 S Cj v Cross Street: Phone No.: Bldg.Permit#: Ll`7 dpo-I email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (PleasePrint Clearly): Square Footage: Circle All That Apply: Is job ready for inspection? ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches Outlets 1J,4 rI I GFI's Surface Sconces I H H's f I r UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: S � � � � - - Comments Scott A. Russell ,�d°S111FQ'r STORMWATER. SUPERVISOR ' z IM[A\NA\G]EN[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES Tms PRoiF r INVO LVF, ANY of THE FOI.LOWIN C, Yes No (CHECK ALL THAT APPLY) , i ❑ ✓❑ 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 ithan 200 cubic yards of material within any parcel or any contiguous area. ❑© 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 floodplain 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!j 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 withjyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S C.TL M. ": 1000 Date: District NAME: Tim Kenniston, RLA 66 2 27 10/26/2019 Section Block Lot r ,�7 � - __;� * Contact Informatiorz 631-209-2410 ** FOR BUILDING DEPARTMENT USE ONLY**** tr.td t+—ea) Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: d',', — — — — — — — — — — — — — — pproved for processingBuilding Permit. Id5����lnarn�ma�'e.� - - ormwater Management Control Plan Not Required. S�l-1� Stormwater Management Control Plan is Required. 1:1' (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Telephone 631 765-1802 Town Hall Annex yo Gy `, p ( ) 54375 Main Road c Fax(631)765-9502 P.O. Box 1179 N. �. Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: November 1, 2018 Owner: Christopher T. Crozier Location of Property: 1050 Arshamomaque Ave, Southold, NY 11971 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure 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) X Roof framing (R) Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature: Name (person submitting this for Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/211 STROKE The construction type designation shall be AsIllI gplI cgll.IllI aalV"or AsV» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 66FIl FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ■ ■ ROOF FRAMING 0"MULD""ji-N11,FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES 16 M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE April 13,2021 POST OFFICE BOX 1 6 0 0 Town of Southold Building Department SOUTHOI. D, NY 1 1971 Town Hall Annex PO Box 1179 6 3 1 - 4 7 7 - 8 7 3 6 Southold, NY 11971 m k a r c h i t e c t c o m Mike Verity- Chief Building Inspector Re: 1050 Arshamomaque Ave,Southold-Building Permit Extension Dear Mike, We are requesting a six-month extension of building permit#44393 for 1050 Arshamomaque Ave,Southold. The original expiration date for the project was 5/9/21. Due to the COVID pandemic,the homeowner,who lives internationally, pushed out the construction from Spring of 2020 to Spring of 2021. Please confirm the new expiration date once the extension is granted. Thank you and please reach out to our office should you need any other information. Sincerely, Meryl R. Kramer,AIA SURVEY OF: PROPERTY LOCATED AT SOUTHOLD LOT 4 AS SHOWN ON MAP OF BEIXEDON FILED: MARCH 16, 1946: FILE No. 1472 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-66-2-27 SCALE: 1"=20' bl6n NOTE: THE EXISTENCE OF RIGHT. OF WAYS, ,J WETLANDS AND/OR EASEMENTS OF RECORD U IF ANY. NOT SHOWN ARE NOT GUARANTEED. �� Q c ROAD � AgD 013 o"E - ' N �p2�9 ►►� N1 r^ EOOE OF W z O Q J N •0 �I N � N O STOOP 123 �NPpRseo GN rn m a ,� 1$ a o - - - - — -- - - - n- -- - -- --- 22 - I F- STOOP K (5) 0 ORSG rn t� O s 3 1+� rn D Z O UNIT 9 2 STORY a ® .Lo FR. RES 35.3' 118 .s 226 N LAND N/F PORGN PEO• R & M FAMILY CORP oRt�EWK( 12.0 POOL 33.2' 0 HOUSE '0 Oi 6 o 's 15.0 gPN110 LO S -7 O SHOWER a2 POOL HOE '1000 g ENG 9 OUSN LAND N/F OF E � O KIRSTEN KESICKI C-9 PAUL KESICKI O J. P--.,JED m c LAND 5-0 o'` ® CC) 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION rr ^' J SURVEYED B Y: OF SECTION HISS OF THE NEW YORK STATE EDUCATION LAW. Q rNv PAUL B A R Y L S K I LAND SURVEYING COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PATCH 0 G U E. N Y. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO Il-U'IJ THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO PHONE 631-294-6985 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION FAX 631-627731B6 LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. INSTITUTIONS OR CERTIFICATIONSGUARANTEES OR BSEOUENT OWNERS.NOT TRANSFERABLE TO ADDITIONAL _ P A U L B A R Y L S K I a Y A H O 0.C O M 4624 JUNE 28. 2022 12'-6" FOUNDATION TO BE CENTERED ON EXIST.CHIMNEY Issue Date: Set: 12'-6" 10/31/19 Permit 11/12/19 For Client Review 3'-3" � 3'-0" � 3'-0" � 3'-3" PROPOSED SHED 12/17/19 Pricing —•—•!• Y—. CENTERED ON EXIST.CHIMNEY .—.w •�-- �.�.~ PROPERTY LINE I -TYPICAL FENCE POST io SET IN CONCRETE SURROUNDING N + ON 3/4"CRUSHED STONE BASE ---------------- -CONFIRM SPACING IN FIELD 1 w/LANDSCAPE ARCHITECT i ACCESSORY SIDE/RFA•.R YARD SETBACK CEDAR ROOF SHINGLES N m l (FOR E.[DG.UNDt-i; 18' 1It,IGHT) ® ® c)1 L-- -- - ..............._......_........_..... ... ...... ....._ ......................... .......... EE LANDSCAPE DWG FENCE ENCLOSURE LINE OF EXTERIOR WALLS BELOW ra FOR DRAINAGE DETAIL SEE LANDSCAPE DWGs m 9TF �Q FOR DETAILS SHOWER SIN "J FIXTURE + I .. �Q _ -_�__N__ _......._........_...._.. .. - - -®- - - - -�- - - ATI --- - co m I 1 — — — — — — CABINETRY— .. j r co I I ,. I N LUS28 PROVIDE ALLOWANCE T.B.D.D ' LRu28z LRU28Z. ' _ (2)2x8_ N / I , 2x8 ROOF RAFTERS 2x8 ROOF RAFTERS N I @ 16"O.C. @ 16"O:G, . 1 t� / —SIN -� I SEE 3/A-100- POOL HOUSE li DROP T.O. FIND WALL I FA; o FOR WALL STONE FLOOR ( I �'� CL FOR DOORS ABOVE I I AT I I CONSTRUCTION f (TY ? I� ® Finish Floor LU C14 co 2 EQUIP. Elv. 98_.5') (III a= (I(( \ 11' .♦ 12 \_0_ 12 o 578 5C14 � UNEXCAVATED $ Q 0 F '5 FOUNDATION I P.C. oo N loozX O C14 SLOPE SLOP N G JOISTS STRIP DRAIN v 2x8 CEILINCN LANDSCAPE DWGsLu 2x8 C.J. @ 6"O.C. I z IL @ 16"O.C. LUS28 LUS28 v I Ni I I ti� SWIMMING POOL 1 i Drawing Legend: 1� LUS28-2 _(2)2x8_ -jSEE LANDSCAPE DWGs Wall To Be Removed \ t I 'r 1' Wall To Remain C? I ( I I 3 1/2" 4'-2" 5 1/ 7'-3 1/2" 3 1/2" L- - - - - - - - - -t I oo _ - _ 1 New Wall 00 �. ! N I New Foundation Wall — �- - ®-- - _ _ • - - - - - -.- - - - - - - - - - - N H.B. It m - ------ Lines Above 3'-3" 6'-0" 3'-3" °�0 FINAL '3 ------------ Lines Below f m ' NEW P.C. FOUNDATION `t LOCATION Pool Patio _ — — — — Guidelines M T.B.D. TRASH/STORAGE � SEE 6/A 200 ® ® -� Elv. (98.42') I —•--•------ Fence -\ I poo PATIO SEE LANDSCAPE DWGs 101 Door Tag 0 00 ;\ �,, —. - j FENCE ENCLOSURE -TYPICAL FENCE POST �r I SEE LANDSCAPE DWGs ��S�Rp, j FOR DETAILSWindow Ta101SET IN CONCRETE.�URROUNDING g o an+.................. a . ION 3 4 CRUSHED STONE BASE � --} -`..." .......... ...................................... C2- / ` � � �- � ........... . . ............. ............... cale: 1/4" = 1'-0" -CONFIRM SPACING IN FIELD a R4 w/ LANDSCAPE ARCHITECT -`' � j j _ N Axxx Section X, TRASH/STORAGE i Sheet A XXX c? Ca Detail • , i o „ ..................... .................................. ..._...-.._..__...._....... .................................................- Tag x jFJ�IST�ilNl EY' `t — - `` EX1 SING CHIMNEY" • % /" !'//'�� % % /%%%% //i //•;;� .... .... _ Elevation g f. Axxx a x x nxxx x Interior Elevation Ta EXISTING DWELLING-- g x 0 , 0 Foundation Plan F� Floor Plan `} M E R Y u K R A M E R y w Sale: 1/4" = 1'-0" _ _ _ _' 1 Scale: 1/4" = 1'-0" _ _ _ _ _ _ _ _ _ _ N N f 2 6 0 H ORTONS LANE j POST OFFICE BOX 1600 SOUTHOLD, NY 1 1471 i { 1 6 3 1 - 4 7 7 - 8 7 3 6 SEE LANDSCAPE DWGs mkarchitectcom POOL HOUSE Electrical Legend FOR OUTDOOR SHOWER Fixture Schedule: LIGHTING i •'.'{'•5'° FINISH T.B.D. _- $ Single Pole Switch .� HALO H36LVTAT277 g A 3"recessed downli ht, 2x4 STAGGARED STUD WALL g --- w STONE WOOL Three Way Switch low voltage housing, 1-4 / / 3 REF. GFI �i +' SOUND PROOF INSULATION 3009whwb gimbal trim GFI ® B wP 3 12v MR16 lamp i Switch With Dimmer . Id - B Decorative fixture by owner Crozier Duplex Receptacle Outlet + ( N - SATCO 100w LED surface lights A '� - Residence C 1 m � ® Appliance Receptacle Outlet C ,'� ; `��'� 1050 Arshamomaque Road WAC Ste and Wall Light g WL-LED100-AM-BBR Z m i i TO Southold NY 11971 GFI GFI Duplex Receptacle Outlet , a c / I I a o , ! B OVERHEAD w 1= ! DOOR .:.,';. Recessed Ceiling Fixture t� -j 0 t OPENER .ng F. �c Electrical Notes: 0 Recessed Wall Light ` z Note#1 Switches to be installed @ 48 to to L--5/8" HOMASOTE WALL FINISH Surface Mounted Ceiling Fixture of switch a.f.f.or as noted on p PROVIDE POWER A Appliance Receptacle Outlet elevations. FOR ALL STORAGE 1 MECH. EQUIP. 0-w Waterproof Wall Mounted Fixture Note#2 Provide dimmer switch for all lighting SEE LANDSCAPE wPFloor Plans P GFI Duplex Receptacle Outlet fixtures. Location TBD in field. j SPECS B Scheme 2 .. ...,:.. .. Note#3 Height of switches&outlets above 3 Plan Detail -Sound Isolation Wall '-` Cable Connection countertops to be coordinated with Scale: 3" = 1'-O° architect for backsplash layout �— Undercabinet Light i Coordinate all architectural & TO '.. landscape lighting&switching.See SWITCH IN landscape arch. dwgs MAIN HOUSE Ceiling Fan DOOR SCHEDULE _ Note#4 Notify architect prior to electrical SCALE:As Noted UNIT SIZE installation for electrical walkthrough. NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH Width Height REMARKS I 1 1 Custom Sliding Barn Doors Cedar shingle w/mahoganyframe T20 +/-7-0- Top soffit mounted track Top mounted hangers Top of head casing to align w/soffit A- 1 00 Glazed top panel +/-7'0" Select door height to to be maximum allowed by header size. Ix 2 1 TBD Overhead Cedar bottom panel to match gate 9101111 Consult w/Arch 6 1 Sc ale.r1/4'la 1'-0" © 2019 Meryl Kramer Architect _ _.... . ' All Rights Reserved C Y PATIO WATERLINE �a PATIO 1�. ZIER SEE TYPICAL GUNITE POOL WALL SECTION � — " DETAIL+STEEL b l--- RESIDENCE 1050 Arshamomaque Ave -- APPP VED AS NOTED Southold, New York SCHEDULE -- J4 ORCHARD DATE:I B.P,# YMp3 xx I FEE: U BY: ` <a NOTIFY BUILDING DFPARTMENT 765-1802 8 AM TO 4 PM FOR THET 16 / FOLLOWING INSPECTI`NS: I 1. FOUNDATION - TWC REQUIRED EXISTING EDGE OF PAVEMENT FOR POURED CONCRETE / 2. ROUGH - FRAMING & PLUMBING C3. INSULATION POOL PROFILE N 730 44'5011 E 102.791 4. FINAL - CONSTRUCTION MUST �— I BE COMPLETE FOR C.O. mashdl poetzel Section 1/4"=1'-0" ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES � I OF NEW LANDSCAPE ARCHITECTURE YORK STATE. NOT RESPONSIBLE FOR I DESIGN OR CONSTRUCTION ERRORS. NORTH FORK HAMPTONS STEEL R_E=_INF_OF_C_E_D 1 _r- Q 5175 Route 48 PO Box 1397 # 1 4 NEW YORK STATE & TOTH ALL WN O Mattituck,NY 11952 530 Montauk Hwy,#203 DEPTH <5'--0"� >5'-0� OWN CO -S Amagansett,NY 11930 0 ---HORIZ.-- - - - AS REQUIRED AND CONDITION done: (631)209-2410 ax: c631 - 0"0.c. 10"O.C. 0 Q ) `O 315-5000 -- - --- -- r - I email: mail@mplastudio.com - --- -- --- -- -- .I VERT. 1 "�\.C. "O.C. Z PROJECT LIMITING SILT O - 11-4' 1 int, RD u�_ .0 FLOOR 10 o E CH WAY FENCE-AREA OF / 2 iT DISTURBANCE �3,800 SF / cS;»1,. 'J ~L EES SURVEYOR: 6"X 6` TILE FACING -SEE DETAIL 3(TYP.) I/ ' John C. Ehlers Land Surveyor / a - PROPOSED 6 HT. EXISTING WOOD 6 East Main Street FENCE+GATE(NOT TOLANDING+STEP O Riverhead, NY 11901 rel OCCUPANCY OR BE USED AS POOL 111111111111 111111111111111111111111111111 11111111111111111 TO REMAIN I Office: (631) 369-8288 3 0 ENCLOSURE) W USE IS UNLAWFUL ARCHITECT: d ° ° co I 2 Cy WITHOUT ISM. . J WATER UNE e CERTIFICATE. I • Q � w •• EXISTING STOCKADE OF OCCUPANCY FENCE TO BE (3) 4 BARS CONT REMOVED(TYP.) cn `;:r All exterior lighting BOND BEAM ALL •° ' •. �_ X PROPOSED V HT.POOL CODE I '� installed, replaced or AROUND TIES 1 0.C. o repaired shall co F.1 F R Y L K F A E. F I? MARBLE DUST FINISH COMPLIANT FENCE+GATE DO JT PROCEED WITH (POOL ENCLOSURE) O N Ilfornl _ r to Chapter 172 FRP, 1N' UNTIL SURVEY T I 'N O O FL UNUPATION LOCATION .of the Town Code J4 ARS RADIUS VARIES 6` TO 24` EXISTING PROPANE Q HA D L: APPROVED, ON SHALLOW END _O TANK TO REMAIN ELECTRICAL a 25` AND UP ON DEEP END EXISTING BRICK EXISTING BRICK / m INSPECTION REQUIRED NEUMATiCALLY - PROPOSED 48"HT. STOOP TO WALKWAY TOREMAIN REMAIN APPLIED CONCRETE o FREE STANDING ° STONE WALL T �„(� f C�tST C'i7 7 ' C = E: O }', I ' X10 TRUSS PLACAR0111G REQJtCO THICKNESS OF WALL PROPOSED 58SF EXISTING RESIDENCE Q 5ED,jJ�RH�"'�""' `' ' u ` ' �` E I �"' 7 I VARIES 6 TO S` MIN. T I rL9S�SEA#��HITEC7'S S C ,J T C ON GRADE 'P -�VS "'♦ � r' "' LOT #3 MASONRY PATIO ` PROPOSED 6' ' - HT.FENCE b 6' (NOT TO BE PROPOSED HT. POOL 0= USED AS POOL CODE COMPLIANT FENCE+ I r C `_ c c m GUNITI: POOL WALL SECTION PROPOSED 24"HT. - GATE(POOL ENCLOSURE) G)TYPICAL Section Not to Scale FREE STANDING v ENCLOSURE I STONE WALL .�` PROPOSED POOL SITE DATA: EQUIPMENT INSIDE EXISTING OVERHEAD PROPOSED 182 SF ON EXISTING PROJECT LIMITING SILT PROPOSED POOL HOUSE WIRES TO REMAIN(TYP.) SCTM# 1000-66-2-27 COVERED PORCH GRADE MASONRY PATIO Lot Area: 10,752 SF (or.25 acres) I �' = FENCE-AREA OF O �' Zone: R-40 18'-0"MAX. C.to C. u AC = DISTURBANCE 3,800 SF '*-4 u- EXISTING O m ON-GRADE - _ 35'-6" -SEE DETAIL 3(TYP.) MASONRY PATO O BE - _ REMOVED -_ - z O EXISTING rn 11unnuunnunn11uunw nnnnnuuunnn111111111111111111111111 uuun11111111111u1111t PROPOSED GRAVEL NOTES: _ Lu SHED TO BE DRIVEWAY W1 STEEL EDGING PROPOSED V HT.POOL CODE REMOVED PROPOSED 4"SDR PROPOSED 8'x4'POOL 1. Existing conditions based on survey COMPLIANT FENCE ALONG PROPERTY 35 DRAIN PIPE(TYP.) BACK WASH DRYWELL prepared by John C. Ehlers Land Surveyor I �� LINE(POOL ENCLOSURE) PROPOSED STRIP / ' -SEE DETAIL 4 dated 8/16/2018. DRAIN PIPED TO — — PROPOSED 6'x4'PRECAST DRYWELL 2. Proposed pool house by Meryl Kramer PERSPECTIVE VIEW DRYWEIeC I' — �—� GEOTEXTILE PROPOSED 518 SF ON Architect.Size and IOCatIOn taken from Ian WIRE FENCING I � CONNECTED TO POOL HOUSE ROOF p TIED TO GRADE MASONRY PATIO 1 \ / / LEADERS,STRIP DRAIN,AND SHOWER dated 10/31/2019. WIRE FENCE 2'k4"OPENINGS P O�MEr D O I I DRAIN-SEE DETAIL 4 3. This drawing is for the purpose of 48"FENCE POST 1 ' obtainin ermits onl N8'O.C. O SW G i 7�—' - - - - g p y. OT FOR COMPACTED SOIL / EXISTING DRIVEWAY TO BE EXISTING O P 0�4' - f_ O — — — — — I CONSTRUCTION. GRAD GEOTEXTILE PTHEE — - - — — — — — — — — — USED AS CONSTRUCTION 4. Unauthorized alteration of this plan is a TO BE BURIED ETAILS 1 2) d / — ACCESS AND REMOVED AFTER IN GROUND, .--- 18'-2" — — — j — — — — — — — — / — CONSTRUCTION violation Of NYS Education Law. REVISIONS ss HOWN SLOPE � DATE DESCRIPTION - - - - - - - _2j - - m NOTE: ) c\1 - - - - MAXIMUM DRAINAGE AREA bI N ``\`\�wnuummumumm�ununutmm�munuuwntnm nnntnuumuml 5" 1/2 ACRE / 100 LINEAR FEET EXISTING OUTDOOR OW 0) I `°� EXISTING UTILITY POLE SHOWER BE REMOVED I TO REMAIN(TYP.) 1111111 •` -- --- - ------- -- -- __ __ _ o O S 730 4415011 Y Y o 82.591 EXISTING TREE TO I REMAIN(TYP.) LIMITING SILT FENCE PROPOSED 6'HT.POOL CODE EXISTING SHED TO PROPOSED V HT.POOL GX�OIECT COMPLIANT FENCE ALONG BE REMOVED Section Not to Scale PROPERTY LINE(POOL DE COMPLIANT FENCE+ EXISTING SPLIT RAIL I 1 ENCLOSURE) PROPOSED 12.5'x 15.0'POOLHOUSE GATE(POOL ENCLOSURE) I FENCE TO REMAIN (SEE ARCHITECTS PLANS) LOT #5 I s e a l D qRC PROPOSED V HT.FENCE+ �5 L KR GATE(NOT TO BE USED AS POOL ENCLOSURE) PROPOSED SHOWER FIXTURE I TRAFFIC BEARING SLAB PROPOSED SHOWER DRAIN SDR 35 PVC PIPED TO DRYWELL I NST OZ48p2 INLET PIPE SEE PLAN FOR GRADE OF NE`N PIPE SIZE 2'-0" TOP OF DRYWELL MAX (SEE PLAN FOR SDR 35 PVC ELEVATION) BACKFILL 3'-0"MINIMUM OVERFLOW PIPE El ED El ELEVATION) DRYWELL WITH SEE PLAN FOR ❑ ❑ ❑ ❑ 1 4"-1 �"MEDIUM COARSE TITLE: PIPE SIZE I ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL ❑ ❑ ❑ IDPRECAST CONCRETE. SEE PLAN FOR DEPTH STORM DRAIN RING P & POOL ❑ ❑ � ❑ ❑ NOTES: ❑ ❑ ❑ ❑ HOUSE PERMIT ❑ E:1 ❑ E] ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. ❑ ❑ = ❑ ❑ E 25-0"MAXIMUM DEPTH BELOW GRADE SITE PLAN 2-0 2'-0"MINIMUM ABOVE GROUND WATER W GROEMIN �SEE PLAN FOR WIDTH M ATR NOtJ-6 0" ABL N1 SOIL 2'-0"MAXIMUM ACCESSCHIMNEY (IF NECESSARY) LEGEND MIN DRYWELL TO BE INSTALLED AS PER STATE AND 0 5 10 CLEAN MEDIUM SAND AND GRAVEL- RATEABLE SOIL LOCAL CODES PROPERTY LINE COARSE FILL O EXISTING TREE TO REMAIN o ;g( EXISTING TREE TO BE REMOVED Scale 1"=10'—O" z G)P�E CAST CONCRETE DRYWELL OVERHEAD WIRES T.DRAWN BY: ON Section Not to Scale ECKED BY: CHECKED BY: J.PAETZEL S P 1 IIIIIIItllllllllllllll SILT FENCE DATE:10.31.2019 REVISED: SHEET 1 OF 1 l GENERAL NOTES: 1- ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 BUILDING CODE,AND NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES Issue Date: Set. 2-ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 10/31/19 Permit BLOCKING PER ULTIMATE TOPOGRAPHIC SEISMIC DESIGN ICE SHIELD UNDERLAYMENT CONSTRUCTION AND ORDERING OF MATERIALS.THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED(MPH) EFFECT(WIND) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%.CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS JOIST AS SPECIFIED ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. METAL HANGER PER 20 130 NO B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 MANUFACTURES SPEC. 3-PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHT, EXTERIOR DOOR/WINDOWS AND DECKS ETC. 4-DO NOT SCALE DRAWINGS Typical Joist Hanger 5-DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, Not To Scale SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4' 4' 4' 6-THIS DRAWING IS AND INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE TYP. TYP. TYP. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 7-THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION 3 2 3 3 2 3 3 2 2 3 rZ CODE. 8-CONTRACTOR SHALL OBTAIN ALL PERMITS. RAFTER (1)CSHP18 METAL STRAP PER (1)SIMPSON H2A STRAP PER STUD w/(8)8D COMMON 9-DETAIL LABELED(TYPICAL DETAILS"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE RAFTER w/(12)8d COMMON NAILS NAILS PER 10"END LENGTH PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED.THE APPLICABILITY OF THE TYPICAL DETAILS IS TO BE DETERMINED BY THE TITLE OF THE TYPICAL DETAIL.SUCH TYPICAL DETAILS SHALL WALL PLATES 2 1 2 2 1 2 2 1 1 2 APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. STUD WALL FOUNDATION NOTES: 2 Rafter/Plate/Stud Connection THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE Not To Scale BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. �t 3 2 3 1 3 2 3 3 2 2 3 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. Gable Roof Plan:7 to 45 degrees Gable Roof Plan:0 to 7 de rees 2-ALL REBAR ASTM A-615 GRADE 60. ROOF SHEATHING NAILING SCHEDULE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE Drawing Legend: INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS INDICATED OTHERWISE. [ _ _ _ _ _ _ ] Wall To Be Removed Zone 1 Zone 2 Zone 3 Wall To Remain ANCHOR BOLT 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" 4'O.C.(TYPICAL) BELOW THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH New Wall v 12"FROM CORNERS FIELD 6"O.C. 4"O.C. 3"O.C. WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING, IN ADDITION TO THE REVAR New Foundation Wall w/0.229"x3"x3" INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS. -------- Lines Above BEARINGPLA EDGE 6"O.C. 4"O.C. 3"O.C. WALL STUD (TYP.) 5-27"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED ------------ Lines Below ° FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING — — — — — Guidelines 6-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. --•-----•-- Fence 9 Z 7-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS sos Door Tag $ Simplified Roof Sheathing Nailing Schedule RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. FLOOR JOIST Header & Post Tie Downs Not To Scale O w 6 8-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING sos Window Tag Not To Scale EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY OF LESS THAN 2 TONS PER SQUARE FOOT. ��'\� •1� --' Section X, N WALL STUD 9-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS, ��/ Sheet A-XXX 10-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 15' MAXIMUM. , Detail Tag (1)CSHP18 METAL STRAP PER STUD 11-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING w/(8)8D COMMON NAILS PER END & BASEMENT SLAB x Elevation Tag Nail Sizes 12-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS ASTM D 2487 AND IS Joint Description (common nails U.O.N. Nail Spacing TO BE MECHANICALLY COMPACTED IN 6" LIFTS TO 95%OF MAXIMUM DRY DENSITY. ( ) x 3 Stud Straps @Second Floor Box '. Not To Scale ° ROOF FRAMING x O x Interior Elevation Tag 13-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL WITH NO.5 r (1)CSHP18 METAL Rafter to Top Plate(Toe-nailed) 3-8d per rafter REBAR DOWELS.STRAP PER STUD w/ Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist x (8)8D COMMON Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d eachlap NAILS PER END g p ( ) p FRAMING NOTES: Ceiling Joist Laps over Partitions Face-nailed 4-16d each la Collar Tie to Rafter(Face-nailed) 2-8d per tie Blocking to Rafter(Toe-nailed) 2-8d each end THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Rim Board to Rafter(End-nailed) 2-16d each end THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. WALL FRAMING ANCHOR BOLTS Top Plate to Top Plate(Face-nailed) 2-16d perfoot WOOD FRAMING p , CSHP18 METAL w/0.229"xWx3" Top Plates at Intersections(Face-nailed) 4-16d 1 joints-each side STRAPS w/(10)8D BEARING PLATES, 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: COMMON NAILS PER (TYP.) Stud to Stud(Face-nailed) 2-16d 24"o.c. - 10"END LENGTH Header to Header(Face-nailed) 16d 16"o.c.along edges FB=900 PSI FV= 180 PSI M E R Y L K R A M E R RAFTER ' BLOCKING CONC.WALL Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FC PERP=625 PSI a r c h i t e c t 2-16d per 2x6 stud E= 1,600,000 PSI 2-16d per 2x8 stud 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: RIDGE BEAM 1,2 FB=2,900 PSI 2 6 0 HORTONS LANE Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d per foot 7 F\/=290 PSI (Face-nailed) POST OFFICE BOX 1 6 0 0 FC PERP=750 PSI Rafter Straps FLOOR FRAMING E=2,000,000 PSI S O U T H O L D, N Y 1 1 9 7 1 4 First Floor & Sill Anchors Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist 6 3 1 - 4 7 7 - 8 7 3 6 Not To Scale 7 Bridging to Joist(Toe-nailed) 2-8d each end 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Not To Scale FB= 2,800 PSI m k a r c h i t e c t . c o m Blocking to Joist(Toe-nailed) 2-8d each end FV=290 P Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block SI FC PERP=SI PSI Ledger Strip to Beam(Face-nailed) 3-16d each joist E=2,100,000 PSI Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d 1 per joist 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot FB=3,000 PSI ROOF SHEATHING FV=300 PSI FC PERP=850 PSI Structural Panels 8d SEE NAILING SCHEDULE E=2,100,000 PSI Crozier FRAMI G 3"No.8 SCREWS 12"O.C. Diagonal Board Sheathing 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. Residence 1"x 6"or 1"x 8" 2-8d per support 1"x 10"or wider 3-8d per support 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 1050 Arshamomaque Road CEILING SHEATHING ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, WASHER(TYP.) PLYWOOD OPENINGS Southold NY 11971 PROTECTION;THICKNESS 7.ALL STRAPS,CONNECTORS,PLATES, BOLTS, NAILS, ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED 1/2"PLYWOOD DEPENDS ON WINDOW OPENING Gypsum Wallboard 5d 7"edge/10"field CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL WIDTH(1) CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S 2x4 BLOCKING AT PANEL EDGES GLAssSPECIFICATIONS. LIGHT WOOD-FRAME WALL WALL SHEATHING Structural Panels 8d (see detail G/A-003) 8.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING WALL STUDS,SEE PLAN PLASTIC COATED Fiberboard Panels OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS PERMANENT WOOD SCREW 7/1611 6d 3"edge/6"field ANCHORS 25/32" 8d 3"edge/6"field 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT GLASS Gypsum Wallboard 5d 7"edge/10"field SPACING INDICATED, EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. • 1/2"PLYWOOD Hardboard 8d (see table 3.9) 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED Code Sheet PANEL EDGE FASTENING, FRAMIN Particleboard Panels 8d (see table 3.9) (PER DETAIL 5/A-001) 8d COMMON NAILS AT3"oc 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 PANEL INTERMEDIATE FASTENING, WASHER(TYP.) 8'. 1 x 10 or wider 3-8d per support 8d COMMON NAILS AT6"oc X73"No.8 SCREWS SEE FLOOR SHEATHING 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. WALL SHEATHING,SEE PLAN, 12"O.C. DETAIL LONG DIRECTION PERP.TO Rig A 13. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. FRAMING,ENDS STAGGERED NOTE: IN LIEU OF SCREWS,LUGS Structural Panels 10d 4"edge/6"field DETAIL A-TYPICAL ATTACHMENT OF WITH NUTS AND WASHERS MAY 14. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. • PLYWOOD OPENINGS PROTECTION TO BE USED Diagonal Board Sheathing SCALE:As Noted WOOD-FRAME BUILDING 1"x 6"or 1"x 8" 2-8d per support 15.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 1"x 10"or wider 3-8d per support ALTERNATE T0120 MPH CERTIFIED WINDOW INSTALLATION 16.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 17.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS FRAMED BUILDINGS 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall INCLUDING SOLID BLOCKING IN FLOOR SPACES. A-001 be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 5 Typical Wall Sheathing Layout & Fastening 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. Not To Scale 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. 20. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED © 2019 Meryl Kramer Architect FASTENER. An Rights Reserved EXTERIOR DOOR SCHEDULE Issue Date: Set 10/31/19 Permit UNIT SIZE NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH Width HeLqht REMARKS 1 1 Custom Sliding Barn Doors Cedar shingle w/ mahogany frame 712" +/- 7100 Recessed soffit mounted track Top mounted hanger 2 1 . TBD Overhead Horizontal cedar to match fence 910" +/- 710" 12-6" FOUNDATION TO BE CENTERED ' ON EXIST.CHIMNEY 12'-6" 3'-3" 3'-0" 3-0" 3'-3" PROPOSED SHED CENTERED ON EXIST.CHIMNEY PROPERTY LIN E n. .Jr,F,' r ,l._ .\, /., J'.;1hG.a�", \",�: / ^�h .v-> ice, \ .XR,/,, x',' xv. ✓.\ .1` 'ti' -i. ', - '.,7.. ,}d;/ 4✓, , ' '>",' i /' F, ,, . Y .T. ^i ff.. ,> J E , TYPICAL FENCE POST .`,r,.. `i .r M, / RETE SURROUNDING c� , SET IN ONC SU 0 s ! ,,/ N /yam '\ j 1 11 1 ,+l '�,� Y' Ji ? HED STONE EASE ! �%�r: '.' ;:j ,, :,,,.,n , ON 3/4 CRUS S 0 \. \'; ./ ,r �,,• ^,,iSk,;;: \, ;f - SPACING N FIELD F CE :'�! r. ,. �:�: / 'i, �i .. .;;- j �„” ;;•-, /� : CONFIRMS AC G I F ''.�. " ,` ' ENCLOSURE %/�:., / /' ' W/LANDSCAPE ARCHITECT Zo /, ACC SSORYSIDE REA :YARCi SE?BACK '.>: ",'' ? r Y <'i•;^:, .' :' \ /,.' / /, R . u;` w' '. ✓,. ;' ,. /, k/ >` /r CEDAR ROOF SHINGLES c� ch EE LANDSCAPE DWG / / / \�i, f * /. /;' :•(1`OR BLDG.UNDER �8 HEIGHT) N — fOR TAILS — — — xx/. �',: LINE OF EXTERIOR WALLS BELOW EE LANDSCAPE DWG /f '�. ' :;>`{-' FOR DRAINAGE DETAIL �, ' `,- J` ,~.% `.t:i• \,xf`;:;; a. > , F b / ` SHOWER FIXTUR on 00 CY) r- Y;:>.; 3 1 2 4'-2" 51/ - 1/2" 3 1/2" <, ' OP I iv " � `,; / \/ir, " I I 11 1 Drawing Legend: Y: HUC28-2_(3)2x8 � LRU28Z LRU28Z ' M I ( ( > ";'.X` y`y< --- - t ;,� ^; - - - - - - j Wall To Be Removed ' � '` �j I 2x8 ROOF RAFTERS 2x8 ROOF RAFTERS / -I I SEE 5/A-100 O I I /, ": / ,..':f ' @ 16"O.C. @ 16"O.C. Wall To Remain DROP T.O. FND WALL I - FOR WALL New Wall FOR DOORS ABOVE / Iw CONSTRUCTION -I --� I aL , \`'yti/;>X , ' I 1 \•, ',, New Foundation Wall D Z IO - J O % = 2 1 I un �_ w ---- I w / juti,� �,,./; i ' 12' 12 ' ------ Lines Above / J cn = EQUIP. w 0 L x ``; / '/` \ ' , ------------ cv 8" 80 N A-20 I C7 °o I \ 8.5 �8.5 Q I I UNEXCAVATED I i I Q Q ' 1 (J TORA E o HOUSE N) J I O / I Lines Below 'n r` / FOUNDATION 10 5 '� I= P.C. FLOOR 60 -' STONE FLOOR I � �h "/ '<' - - - - - Guidelines 0- 0 (\ ox I I 4, r '/ '\^\ % r . I SLOPE SL^OPE -- O rI N I !:. Fence % a o Ir` STRIP DRAIN ' 2x8 CEILING JOISTS I I SEE LANDSCAPE DWGs W I N L " CV I 1` /, "'!N, , 1 101 Door Tag I I w I I LUS28 LUS28, ( ;ti !;/ 1 0 I SWIMMI/POOL j + I SEE LAN CAPE DWGs �`' /!! . > i r 101 Window Tag Y r'' 3)2x8 HUC28-2 Finish Floor Pool Patio �- ao _._._._ Section X, ap /�, "I' Elv.(+/-98.5') Elv.(98.42') ! /, 1 I Sheet XXXX N yrjn, 7 N - -®- - - - - - - -- _ _ — — - —'— — — — — — — — — — — — — X Detail Tag J TRAS IQRAGE � 1 X^ 3'-3" 6'-0" 31-311 k°``✓\` ;?k :5 J\',,?A g+k';,;i' I I Q ,, =2x8�EDAR NEW P.C. FOUNDATION (Ip+ �, %', ' . lAxxxl' g PER LA RAFTERS- "dd Elevation Ta SEE 6/A-200 ;..<,;, r q I I K \\f ' ' �y> �- r. POOL PATIO !. 1 1 K SEE LANDSCAPE DWGs OP PERGOLA �":° x Axxx x Interior Elevation Tag TYPICAL PERGOLA SUPPORTING PIER ' ABOVE a NEW 6x6 P.T. POST w/ABU66Z SEE 3&4/A 100- x SET ON 8"SONOTUBE T` \ I ;' JJ �/? !/ 2 ° _ 11 C" w 3 #4 VERTICAL DOWELS c� {Y, ` � .•..,U \„'� ” \, Roof Plan o o } > ,ti \� �,,. x,< i / Scale: 1/ ON BIGFOOT BF20 FOOTING , ,: :\r✓ ;/:` W.�.';r".r.' >,''� Qf n; "tij^ /� y n "�• Q 1= Q ,i' r:'�' .- s i' ,C\/' ''�^`% -/, •F/` N 36 MIN. BELOW GRADE * \ ' p', �RASi+/STORAX Tt� •� '" x' y }f\." ''.% CONFIRM PERGOLA GIRDER K: , '\ : V", LOCATION PRIOR TO ONTST'RU TION G C -`. \ \ \\\\\ \\.\\\•`\ \ r'., y ` `ti \ \ \ :\ \ M E R Y L K R A M E R \\ \\ a r h i :\\ FJCISTINGbWELLG \\ .\ `\ 'i`•\\ \\• \ y./fir z,'r .y: \ •.\ \ \ \ r'-',�+ jy`' ./;S \ggg\\\\\� , \\\.. \.\^.•\\\. \.\ /' v 2 6 0 H ORTONS LANE \\ \\\ \\.\ \ \ \.,\\•;' \ \\ \\\ POST OFFICE BOX 1600 \ SOUTHOLD NY 1197 \ \ 1 m\21\00 m k a r c h i t e c t . c o m C o Foundation Plan 1 First Floor Plan Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" N N Crozier Residence 1'-4" 1050 Arshamomaque Road LINE OF T.O. MAIN HOUSE WINDOW CASING owe Southold NY 11971 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- o FINISH T.B.D. CAP FLASHING LU m POOL HOUSE 2x4 STAGGARED STUD WALL 1 1/2"MAX DRIP EDGE EXPOSURE _ o FINISH T.B.D = z w/STONE WOOL p _ SOUND PROOF INSULATION 3/4"THICK CEDAR CLADDING _ = O O _ GRADE TO MATCH FENCE _ LLJ BLOCKING AS REQ _ o iv _ U � � a, POOL HOUSE MITERED DADO - o Zo co Scheme 2 PERGOLA GIRDER = 0 CORNER JOINTS(TYPJ RIP AS REQ. - Z Lo u"- I LINE OF B.O. POOL HOUSE SOFFIT P.T. PERGOLA POST 1/4"MAX REVEAL - FINISH POST BEYOND SCALE:As Noted EQUIPMENT 5/8"HOMASOTE WALL FINISH STORAGE A- 1 00 Plan Detail - Pergola Post Section Detail - Per ola Girder Plan Detail - Sound Isolation Wall 3 Scale: 3" = 1'-0" 4 Scale: 3" = 1'-0" 5 Scale: 3" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved EXISTING PROPOSED POOL HOUSE DWELLING CENTER PERGOLA ON GABLE RIDGE Issue Date- Set: 10/31/19 Permit CEDAR SHINGLE ROOFING(TYP.)-! I' it I I I' CEDAR SHINGLE SIDING(TYP.) COMPOSITE FASCIA SOFFIT RAKE 1 PTD TO MATCH EXIST. DWELLING(TYP.) MOPOI#2Go* PR POSEpkRGOLA PROPOSED FENCE&GATE SEE-1364/A-1010) SEE A-100 FOR POST LOCATION ^ > SEE LANDSCAPE DWGs FOR DETAILS \V ` iv II I CEDAR SHINGLE ROOFING(TYP.)— DOOR TYP.) S 0 - o TRASH STORAGE DOOR TO / 1 0 _- — SEE LANDSCAPE DWGs FOR DETAILS o o , East Elevation North Elevation / \ 1 Scale: 1/4" = 1'-0" 4 Scale: 1/4" = 1'-0" TYPICAL ROOF CONSTRUCTION: EXISTING DWELI'_ING PROPOSED POOL HOUSE -CEDAR ROOF SHINGLES -ICE&WATER SHIELD Dmwing Legend: CENTER FENCE ENCLOSURE -5/8"PLYWOOD SHEATHING _ _ _ _ _ _ j Wall To Be Removed ON GABLE RIDGE -ROOF RAFTERS(SEE PLAN FOR SIZE) 12 w/R-23 STONE WOOL INSULATION Wall To Remain INTERIOR FINISH T.B.D. New Wall 8.5 New Foundation Wall -------- h Lines Above 1i +/-1'-2"SOFFIT ------------ Lines Below `- TO MATCH EXISTING — — — Guidelines PROPOSED FENCE&GATE Fence PROPOSED PERGOLA - 1 SEE A 100 FOR POST LOCATION 101 D rT 0o a EE(3&4/A-100) SEE LANDSCAPE DWGs FOR DETAILS O g W 101 Window Tag LuW LL i — - -– – Axxx -- ` Section X Sheet A-XXX i x 2 _ --- �� Detail Tag - -- -- O _--- s -SIMPSON H2A HURRICANE TIE HALF-ROUND GUTTERS -- -- - \ Ll TO MATCH HOUSE AT EACH RAFTER NOT AT HEADER � -SIMPSON H2.5A HURRICANE TIE x - / AT EACH RAFTER AT HEADERS 1x6 COMPOSITE FASCIA Elevation Tag _--_-- PTD WHITE(TYP.) x PROVIDE 1/2"VENT w/INSECT SCREEN x O x Interior Elevation Tag PAINT RAFTER TAILS BLACK PRIOR TO SOFFIT INSTALLATION x 3 East Elevation,. 2 South Elevation 1x COMPOSITE SOFFIT Scale: 1/4 - 1 -0 cale: 1 4" = 1'-0" PTD WHITE(TYP.) TYPICAL EXTERIOR WALL CONSTRUCTION: CEDAR WALL SHINGLES TO MATCH MAIN HOUSE VAPROSHIELD"WRAP SHIELD RS"7mm DRAINABLE HOUSE WRAP .., �S� ~ 5/8"APA RATED PLYWOOD SHEATHING Vv 12 . ,\ ' 12 2x4 STUDS @ 16"O.0 _ _'- MERYL KRAM ER 8.5 8.5 /rl - INTERIOR FINISH T.B.D. INSULATION a r c h i t e c t 00c. LINE OF o Z OVERHEAD DOOR TRACK Q7 i j TYPICAL INTERIOR FLOOR CONSTRUCTION: \ \ 2 6 0 HORTONS LANE , 1"STONE(TO MATCH POOL PATIO) 1"SETTING BED V' POST OFFICE BOX 1600 y✓ I 1 \ co Z _ 4"P.C.SLAB 00� ✓� 1 l \ " ' ' `` p — w/6x6 W2.9xW2.9 WELDED WIRE FABRIC \� ✓ 1 � ! 1 SOUTHOLD, NY 1 1971 \ 10 MIL.POLY VAPOR BARRIER 8" MIN.CRUSHED STONE DRAINAGE LAYER 6 3 1 - 4 7 7 - 8 7 3 6 SET ON UNDISTURBED EXISTING SUBGRADE m k a r c h i t e c t c o m \ y FINISH POOL PATIO �\\yam✓ i `� CEILING JOISTS \ \\\ .' SET 1" MIN.ABOVE FINISH POOL PATIO I - l \ PT 2x4 SILL w/5/8"ANCHOR BOLTS @ 4'-0"O.C. =i TERMITE SHIELD&SILL SEALER SEE 5/A-100 PTD PVC TRIM LINE OF TAPERED STONE SILL FOR WALL CONSTRUCTION i I OVER EXPOSED Crozier AT OVERHEAD DOOR FOUNDATION Residence I = STUCCO FINISH @EXPOSED FOUNDATION I � W STRIP DRAIN-PIPED TO DRYWELL 1050 Arshamomaque Road = SEE LANDSCAPE DRAWINGS Southold NY 11971 - • . EQUIP. j POOL v0 U 00 2 POOL PATIO SEE I ANDSICAPF DRAWINGS STORAGE HOUSE Z = == 7777, v o o , SLOPE FLOOR SLOPE FLOOR I I _� - — Second Floor & Roof Plan —#5 @ 24 O.C. HORIZONTAL o z_ 1/4"PER FT. j 1/4"PER FT. w/(2I I5I@ TOPI I I I I o I I � � I I I I . . —I I I I I I I I - P.C. FOUNDATION WALL —#5 @ 48"O.C.VERTICAL v = CONTINUOUS WATERPROOFING CENTERED IN WI I1- ( • - —_@ EXTERIOR OF FND.WALL BELOW GRADE - � - I — III III III III � III III III III II —8 H X 16"W P.C. FOOTIN G ' #5 DOWELS I � 0 0 ELS @ 24"PO.C. � -w 2x4 KE E Y @ C NTERL NE - 2 #5 REBAR HORIZ. CONT. _ III III III— i " 32 SCALE:As Noted II 10 I Building Section &��Ll Section Detail A-200 Scale: 1/2" = 1'-0" Scale: 1" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved