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Home My WebLink About45373-Z ��o�4g�FFOt�p Town of Southold 6/24/2021 a P.O.Box 1179 0 53095 Main Rd oy o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42109 Date: 6/24/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1380 Oakwood Dr, Southold SCTM#: 473889 Sec/Block/Lot: 70.-12-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/15/2020 pursuant to which Building Permit No. 45373 dated 10/26/2020 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: alterations and"as built"additions/alterations to existing single-family dwelling as applied for. Q bedrooms only) The certificate is issued to Koff,Howard&Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 21-71986 5/19/2021 PLUMBERS CERTIFICATION DATED 4/9/2021 J on ne V4uVbing&Iftating A ize gnature TOWN OF SOUTHOLD ��o day BUILDING DEPARTMENT _. TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45373 Date: 10/26/2020 Permission is hereby granted to: Bertani, Linda 300 Harper Rd W Southold, NY 11971 To: construct new alterations and to legalize "as built" additions/alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1380 Oakwood Dr, Southold SCTM # 473889 Sec/Block/Lot# 70.-12-32 Pursuant to application dated 10/15/2020 and approved by the Building Inspector. To expire on 4/27/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $374.40 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $458.00 CO -ALTERATION TO DWELLING $50.00 Total: $882.40 All ui g Inspector 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 1 Date. New Construction: Old or Pre-existing Building: X - (check one) Location of Property: 1380 Oakwood Drive Southold House No. Street Hamlet Owner or Owners of Property: Howard & Lisa Koff Suffolk County Tax Map No 1000, Section 70 Block 12 Lot 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: $ ppjicant Signa e- Building Department Application AUTHOMZATION (Where the Applicant is not the Owner) I, L18 GL- a-& Ica residing at E29M ook vu0c)(: t (Print property owner's name) (Mailing Address) X �O OnO .8 do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. k �( Af &A-�" - (Owner's Signature) (Date) (Print Owner's Name) l Certificate of Compliance ................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................. .. .................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by G & S Electric Mr. Koff PO Box 215 1380 Oakwood Drive Southold, NY 11791 Southold, NY 11971 Located at: 1380 Oakwood Drive, Southold, NY 11971 Application Number#: 21-71986 Certificate#: 21-71986 Electrical License#: 578-ME/31568-ME Section: Block: Lot: Building Permit#: 45373 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 1st Floor Renovation ( Kitchen / Dining Room/ Family Room / Bathroom / Powder Room /Office) A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 19th day of May 2021 Name QTY Paddle Fan- 15 Amp, 120V 2 ARC-Fault- 20 Amp, 120V 2 Switch - 15 Amp, 120V 29 Exhaust Hood - 15 Amp, 120V 1 Incand. Fixture- 15 Amp, 120V 48 Duplex Receptacle- 15 Amp, 120V 27 Dishwasher Circuit-20 Amp, 120V 1 ARC-Fault- 15 Amp, 120V 4 ' Lc--i i_ ! 'Electrical Inspector: Anthony Giordano - ` � � MAY 2 8 2021 � � � ��' d \�, �� •Ani _�•APPRJVED o I This certificate is not valid unless raised seal is present. 4 Certificate of Compliance ................................................................................................................................................................................................................ i! CERTIFIED ELECTRICAL INSPECTIONS, INC. i! 188 PARK AVENUE ! AMITYVILLE, NY 11701 P• (631) 598..5610 ........................................................................................................................................................................................................... r CERTIFIES THAT i Upon the application of Upon premises owned by G & S Electric Mr. Koff PO Box 215 1380 Oakwood Drive !i Southold, NY 11791 Southold, NY 11971 Located at: 1380 Oakwood Drive, Southold, NY 11971, Application Number#: 21-71986 Certificate#: 21-71986 Electrical License#: 578-ME/31568-ME Section: Block: Lot: Building Permit#: 45373 �I 'il 1 Name QTY Exhaust Fan - 15 Amp, 120V 1 ,I GFI Receptacle- 15 Amp, 120 V 5 Electrical Inspector: Anthony Giordano j! `a APPROVE1 0 e 3 i This certificate is not valid unless raised seal is present. �I I !I i II j i'1 uI ✓✓J/f I! M AY ' 8 2021 �I I f ,a u � 450" �OF SO//l�, TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION - [ ] FOUNDATION 1ST [�OUGH PL13G. [ ] F UNDATION 2ND [ ]ANSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ REMARKS:_ ©� . DATE �-� INSPECTOR �� pf SOU N o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT19N [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA lKS:----'V&VAvw DATE 1 '?�O INSPECTOR �o��OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ouFm ' 765-1802 INSPECTION ' ' [ - I FOUNDATION 1 ST [ XFINAL PLBG. [ ] FOUNDATION 2ND , [ TION/CAULKING [ ] FRAMING /STRAPPING [ , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r &Wkg, P;6- �v oikCift'n I if W( M � Obf 4th/ Nva 91 , DATE INSPECTOR K�-�3 ARCHITEMRE__ Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 -j" 4 v �� June 14,2031 — — JUN 202$ �--/ Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE: Koff Residence 1380 Oakwood Dr Southold NY 11871 To Whom It May Concern, This is to certify that all work done at 1380 Oakwood Drive was completed per the as-built plans that were approved June Om. Sincerely, Anthony Portillo, RA � \ _ Q. r 4 r ri a i '/`'A t. r'" �-� 'f'.�✓ r "fi'''''r y r i x. J � - �t rr <.y Y _ r FOUNDATION PLUMBINGROUGH]FRAMING& I ® i INSUI�ATI a • STATE ENERGY CODE, �! aim ;� Q mW Fri MIN Ing Own �ZAZAEi w N ah 9,�01KIIWA l 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form NX.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20� Disapproved a/c �� Phone: r::21 Expiration 20 F7-L-nl 13v Buhdmg ector OCT1 5 2020 APPLICATION FOR BUILDING PERMIT 1 Date ,2020 INSTRUCTIONS a�luvsl ap �ica ion MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application'may-not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available'for inspection throughout the work. = = e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy,, f.Every building permit shall°expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or,demolitior'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. !!F • ' ignature of applicant or name,if a corporation) (Mailing'address of applicant) �� State whether appl' ant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 0 0AXA -(As on the tax roll or latest deed) If applicant is a,co- , J' re of duly authorized officeroratoratu ' (Name and title of cbfporate 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: 1-� (r)--v,�A�Ckc -dpipyo- old House Number Street Hamlet County Tax Map No:`1000 Section '?0 Block t'L Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ; `e. ` b. Intended use and occupancy �;�� p ; �.� �� e C"A 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work : nAs it -D y- :1n 1� (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor t If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front CC�- E5 Rear (0 1 Depth 9 I Height �,2�U Number of Stories 2 Dimensions of same structure with alterations or additions: Front f Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear r! Depth r� Height Number of Stories �- 9. Size of lot: Front /2flRear—a6,3� 1` Depthi�2-• ` 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated C04pfor, 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO,'>/ 13.Will lot be re-graded?YES N0�4 Will excess fill be removed from premises? YES NON 14.Names of Owner of premises Address Phone No. Name of Architect _ �nsm A ,0<�i`lam Address ons lu:r�r.l(�Phone Nom 21�-L Dl tech Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES-��NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO " * IF YES,D.E.C. PERMITS MAY BE,REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NOYISIQ�_ * IF YES,PROVIDE A COPY., STATE OF NEW YORK)- "- SS: COUNTY OF ) � l9F�C2 �®p�wJ� being duly sworn,deposes and says that(s)he is the applicant (Name of individLf signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York ' (S)He is the No.01 BU6185050 Qualified in Suffolk Cmuntu (Contractor,Agent,Corporate Officer, etc.) Commission Expires April 14,2 DD of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I , 154-6 day of 20 L I .. �7/Q 0— Notary Public Signature of Applicant Scott A. Russell ,� OSUS/r ST0IkA�] WA\T]E ]- SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O,( CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE (FOLLOWING. Yes No (CHECK ALL THAT APPLY) 05 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [:1[gr B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1119 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [_]EX D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Ef E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑(� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1��0 Date District NAME. BROOKE EPPERSON(AMP ARCHITECTURE) 70 12 32 xt' Section Block Lot `srg_'" ****FOR BUILDING DEPARTMENT USE ONLY ** Contact Information 516-214-0160 Relep6orc Num6al Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 1380 Oakwood Drive Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Southold,N.Y.11971 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 fn FIFO!& BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerr@southoldtownny.gov!,!--seand(a-southoldtc(vi/nny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: .,7 /,,2,/)c-p0 Company Name: 64 S Name: (2-1 Q v^r1r14 License No.: �7 7 g _r— email: 6S: 1 ('C1( Address: k? C) Phone No.: .5-16 gqp JOB SITE INFORMATION (All Information Required) Name: 0 6--i� Address: 1.3 .90 0,A/<Wco0 D(L . Cross Street: Al 31e4Yb1,1Zc.J Phone No.: 631 -77q Bldg.Permit#: Is- 3- —41 � 37 email: Tax Map District: 1000 Section, Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) =7 CD C)nj — '4�0 L T-m. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YESS Issued On Temp Information: (All information required) . Service Size I Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead L#underground Laterals 1 2 H Frame Pole Work done on Service? Y N , Additional Information: VJ PAYMENT DUE MTH APPLICATI[ON 0 E c, 2 2 2020 `�41 C-0 Request for Inspection Form.xfs QN t SgfFQ1Ir Town Hall AnnexF Telephone(631)765-1802 54375 Main Road i Fax(631)765-9502 ; P.O. Box 1179 Southold, NY 11971-0959 � r 4 k BUILDING DEPARTMENT ` - 9 NOTICE_ OF-UTILIZATION OF TRUSS TYPE•CONSTRUCTION, PRE-ENGINEERED- WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1 Z� Owner: Howard & Lisa Koff Location of Property: 1380 Oakwood Drive, Southold F f Please take notice that the (check applicable line): 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) 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) Floor and roof framing (FR) Signature: Name (person submitting this form): BROOKE EPPERSON (AMP ARCHITECTURE) Capacity(check applicable line): Owner _ X _ Owner representative TrussRegl5.docx Effective 1/1/2015 S - Glenn Goldsmith,President �Of SO k,., Town Hall Annex Michael J.Dominooff® 54375 Route 25 P.O_Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski c� G Telephone(631) 765-1892 Greg Williams ;'Ch ® �O Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 8, 2020 Brooke Epperson AMP Architecture, PLLC 1075 Franklinville-Road Laurel, NY 11948 RE: HOWARD & LISA KOFF 1380 OAKWOOD DRIVE, SOUTHOLD SCTM#: 1000-70-12-32 Dear Ms. Epperson: The Southold Town Board of Trustees reviewed your letter received in this office on October 8, 2020 and the survey prepared by Peconic Surveyors, P.C., last dated November 28, 2005, and the site plan prepared by AMP Architecture LLC dated October 1, 2020 and determined that the proposed interior renovations and work within foundation footprint are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result i 4 2 G R from your project. Such precautions may include maintaining adequate work area e between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd SENR � �Y1� 0 BEY -. NEW PARTIAL HEIGHTZ O --{{ EXISTING TO BE DEN'OLISHED ~ O WWOOD FRAME (L.O. 5TL. r. W N WHEN APPLICABLE) a,; ---- IH EXISTING TO REMAIN J F— rl NEW WOOD FRAME (L.O. NEW FOUNDATION WALL !' Q W }. 5TL. WHEN APPLIGABLE) _ �----{ NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL O Z I---"1 WOOD FRAME (L.O. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL Lo - P05T FOR 6" WALL5), U.O.N. i f O Q NEW 2-HR FIRE RATED O 00 WOOD FRAME (L.O. 5TL. Lo ix WHEN APPLICABLE) Z m O = Q H QW J J 00 � CO ZO rl Y O Q Z 'H EXIST. WOOD � W co DECK EXIST. O J O GL. - W W � ►n c� c1Qep � U EXIST. EXISTING v EXIST. BATHROOM OFFICE BEDROOM Q I EXIST. BEDROOM MODIFIED m CLOSET 0 21 2"x12" HDR. EXIST. GL. Li 'I I II I EXIST. EXIST. HALLWAY DN. EXIST. BATHROOM EXIST. EXIST. - v GL. CL. I Z O I O Z V ULL cn 10 - - O AS-BUILT oL. 10 II W LLLLA -II Q O 1---i_jlU Z -i ALL A5-5UILT WORK WAS COMPLETED AS-BUILT 5 WITHIN THE EXISTING EXTERIOR WALLSLAUNDRY O cn coO E ROOF STRUCTURE WHICH ARE PART ROOM 0 Q 0 OF CO Z-15134; 12/2x/86. AS-BUILT OL. N 1 - -- U1 Ti N 04 C14 m As-BUILT GL. v a AS-BUILT BTH ry PROJECT: A m KOFF RENOVATION 1380 OAKWOOD DRIVE S T OU HOLD, N.Y. 11971 AS-BUILT DRAWING TITLE: 'r - - - --- - m BEDROOM PROPOSED SECOND FLOOR PLAN PAGE: Me103000 FROPOSED SECOND FLOOR PLAN 2,0C10 S.E. HAE317AE3LE Si=AGE; 2,0 0 S.F. DROSS AREA SCALE: 1/4" = P-0" DATE: 05/12/21 7 OF 8 3 2,021 R, 51TE PLAN HATCH KEY: 7 0- O PROPOSED BUILDING ADDITION W O PROPOSED ACCESSORY 5TRUCTURELij Z �3. PROPOSED 2ND STORY + a. ~'" H V9, Q W }; Z \off, C) Z / ' ti 0 0 ,�� G FRS EST SGOFE : FAOE <E • o o/ \ o CL o O 030 � �S - -------- Ln X PROJECT LOCATION & SCOPE Z FROFOSED INTERIOR RENOVATION TO EXI STI NO FIRST FLOOR SITE PLAN & ZONING DATA = p o AS-5U I LT SECOND FLOOR HAB 1 TABLE SRACE 15 WITHIN z EXISTINO ROOF STRUCTURE. ALL EXTERIOR WALLS AND ROOF Q J a TIE LINE ALONG FRAM i NO /ARE PART OF Cof O Z-15154. � =O�� .00 ! GENERAL NOTES > � � , \ BULKHEAD 4 ENERGY TABLE J STRUCTURAL DESIGN CHARTS \ FROJEC7 I ZONING DATA Z TAX MAP # 1000-70-12-32 J .�� HOEDOWN, ANCHOR BOLT, J N \ STRAPPING, & NAILING DETAILS Ln LL w TA S - ZONING DISTRICT _ R-40 NON-CONFORMING I` O Ln - j FASTENING SCHEDULE p Q .. LOT AREA 0.7 ACRES r-I J O ---------- ! FRAMING GRAPHICS GofO DWELLING Z-15134; 12/2a/!aa6 BEAM CONNECTION PATTERNS CofO SCREENED PORCH Lu O _ _ Z-33211; Oa/II/200b ADDITION FIREBLOCKING DETAILS tY cv GofO PARTIALLY FINISHED PROPOSED DEMOLITION PLANS U BASEMENT 40401; 05/22/201�i � I -- "— -VARIANCE APPROVAL - PRIOR ( � W j - FOR SCREENED IN -PORCH 6022; 05/17/200"1 Z J WETLANDS DISTRICT YES; NJ U J YES; NO PROPOSED WORK DEG DISTRICT OUTSIDE OF EXISTING j / � O� . ; PROPOSED FIRST FLOOR PLAN FOOTPRINT SUFFOLK COUNTY HD APPROVAL 4 BEDROOM 11/o5/Igab PROPOSED OPOSED SECOND FLOOR PLAN " \ HABITABLE SPACE EXISTING PROPOSED I ' I FIRST FLOOR AREA 1,740 S.F. 1,7740 S.F. '.� SECOND FLOOR AREA 1,4b0 S.F. 2,Oa0 S.F. \ TOTAL BEDROOM COUNT 4 4 PROPOSED EXTERIOR ELEVATIONS - - - - — - i DWV/ WATER SUPPLY RISER \ GAS RISER I I \ I O I \'� o, 11-1 I I \ r�Gs I �S \ S� EXISTING \ SCREENED-I N rY1 PORCH 1 -- Z Lu �jEXISTINO WOOD O U DECK w 7 —J APP OVED AS NOT D O 36.0' 1 ` DATE: DZ2?B.P.# J.�7.3 � Q Z EXISTING 2 STORY FEE: ( SINGLE FAMILY I � NOTIFY BUILDI"vG DEPART E/v AT PROJECT: RESIDENCE W/ 765-7802 8 AM TO 4 PM FOR THE ATTACHED 2 GAR \ FOLLOWING INSPECTIJNS: I. FOUNDATION - I V`;' ",r:OUIRED KO FF GARAG � FOS; POURED C''�NCr;ETE 2. ROUGH - FRAMING & PLUP,,`^_:NG RENOVATION 3. INSULATION r I 4. FINAL - CONSTRUCTION MUST — BE COMPLETF FOR C.C. .,N SHALL MEET THE Additional 1380 OAKWOOD DRIVE ALL CONSTRUCT!'' NC;OL L NFW REQUIREMENTS OFT , -or,--n� Certification SOUTHOLD N.Y. 11971 w YORK STATE. NOT RESPONSihLF FC'R , DESIGN OR CONSTRUCTION ERRORS. o Q May Be Require U1 DRAWING TITLE: :717I- ILI Z - _ �.. f M. ,;,i,, .YE y,ip,8F" .r +WSi' � $,.n^>,-'� ..k. q" ,,,•,.,, ?''r O ,.,a.�F;,..„ S,yr,.s.:;�.r ,:$k �.'f.'2`€"}"p, �, us -� %r.' ;. , Ra ,a�'f 6., ! ;� .} PROJECT LOCATION & SCOPE - ; : .,r 8. y.; � ,a�° y COMPLY WITH ALL CODES OF o SITE PLAN & ZONING DATA 11.6 . *' NEW YORK STATE: & TOWN CODES �• '� �"' REQUIRED AND COtii_ ITIaUS OF � `�,. ::�. AS QU . �,, r, >''_Y.g,.t'%: ^I}�i f-, i G E 40' FRONT SETBACK T ` s".,4�X" i,. ,.,.� -:�.�Y,'°�""` t4P a 4�M�ad^ ,%;y...iu','•,agi.,ag � ,...�� .%s�';.�: .a "�a �`'d'� >`' $'�.r, UTHOLDTG , ES (CORNER LOT) I : ,. j fi r.`s•"'� '�` ; —Ou v G 0 :f. ';a � ,. .^,9" ,tt �u^C '.i"• f' "r .. '•£3u;' 'pY'. yr , ,•`5✓ 1yn. ak ;s:..,;:1�"' �i1 ✓'�,r, -t ..% *i .,;�;.:.<•}&� aaarilF :.�,;, .ter..' ,a°? a�'§�:,' a tV�!� `4 �"'# ,'b, tp'.•�%�3#'" ..�.".$ .�`•g^¢�b.,��ta^r:'.�°'`�,S k� �✓' ,".:" 2 A» .En fS, $.bi PLUMBER CERTIFICATI ».y.; ,� i`»A. .zt `".g ^n ." " ..a✓.„ :. OCCUPANCY OR , q t OC ATE: 10/13/20 v ON LEAD CONTENT BEFO1 OF 8 , '' _ � '�," �' ��.. �'` ,'�. °b �� _ '� ��. LAWFUL CERTIFICATE OFOCCUPA - I I rx>.a;"?prat^ P�,� .,i.'�� 'T� a�'k,t�: '"` pt�.� .;d?� '� ,�� .�s�;, -F ''.<., :�' �'r '_,�, a, '� o - � � ° .. ,' " , `� '� ,�. pT �E SOLDER USED IN WA TE. to SITE LAYOUT NOTES: :: ". -^ ':� ;'""" -, .' - a T CERTIFICATE IFICA „ __� �. . Y�. ,. _ JOU `r I. THIS 15 AN ARCHITECT'S SITE PLAN 15 SUPPLY SYSTEM CANN U) a rJ k :1 r c+�'Y`. r3 as^ ,;%` O ''s. '�C U JEGT T VERIFICATION BY A LICENSED � �' ;,�.,, °� Y 0 5 B O L � d fr. PANG -�- � OCCUPANCY D 2110 1 A „ :� � F 0 jt* 0 .. , ° N' b , OSURVEYOR. THE INFORMATION „�f'. �: : . . In 'x' (� ry AN S THE .' '. z REPRESENTED ON THIS SITE PL I TO 't " R" .y. ARCHITECTS BEST OF KNOWLEDGE. F., n> V VE FORMATION WAS OBTAINED '� "�,. _ '� >'- 110.00 2. SUR YIN ''� :,R; � �,, �"�:✓:` � Na3 05 3SURVEY D TED NOVEMBER FROM A Ar' �x ./ J T >a 2005 AND PREPARED BY• 4; nL+s It. g` c' 8' K D i uta, r ' , " "t 1 j, &t 1 pp•�� ,,•/ D I � � _ O � K V�! O O D R �� . �, y �a L P 81� . PEGONIG SURVEYO 5 P.G. ELECTS"CAL R f 7Y.`w � z � ra } G TE �. '�� N Y N R •A FLU' TATE LAND SURVEYOR N.Y.Y. L r i t ", , r Y•f � Lji� �. TI r t` o' +�.r AVIS t- 03740'J � D `3 J ti v T _ L. INS i � �`�A x, Q . Fr G 48618 , LIC. O �} �' ; ._.,..rw... 5..,...__......-.,.,.ar....P w.:,..a"-,.,,,a,«,.,,,,:,,.¢.">,1..>..',',;,«a ,s,,;.,:[:>;,,;..,,:';w.'.>...x:;�.;ez;<,..."<... >",»<,..m....,L .....x,,,.,,,i,,., , F.O. Box aoa ,�.,�..��°".�. - ��.� a�.`4.,�,. ;.»—_,,tea � COVERN � G I 1230 TRAVELER STREET TE �'i"I�?�,;R,�.EOF��. J I TE PLAN SOUTHOLD, NY IICI71 LOGAT I Oil MAP SCALE: 1'-0" = I3'-0" (650165-50:20 SCALE: NTS NOTES � SFF_C'.I F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLA55 WINDOWS AND DOORS AE35RE Y I AT I OSIS (L 0 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8'15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL 5LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. - ------.-----------.-----------------.-- _ -__ IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER I -- Q TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. 1 BOARD INSUL. INSULATION H 0 PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ___ --_-_-____-_-__ ,_-:_______ _._- _-_ ,_-___ ___-___._.___ _L_-_ - Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE I5" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. r _____ Lu Z 0 BFE 1 BASE FLOOD ELEVATION I IN _]LINTERIOR 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ____ ___ _____ _ _ __-_ ---____--__..__________ __ __--_-._ __ _ W = N 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. ff BUILDING K (KIPS (1000 LBS) _. 116- � GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IG" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, ��L�. -______-__ _-____________-___._--_._.-_--_.--_ - - - __�I I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED. --- - APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS B BEAM MANU. SPEC.5 [MANUFACTURER'S SPEGIFIGATIONS Z APPLICABLE AS A DERIVED WORK). 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. B.O. BOTTOM OF MAX. ��MAXIMUM � cn Fn- EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. �COTTOM _ - I MECH. MECHANICAL J = Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE _ _ - _. -__- -. .. -- __ I __ J J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. B.O.W. �OTTOM OF WALL MIN MINIMUM F- Ln � FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING ------------------------_______.__-_____--_-- ____ I__- - __ AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR - -"" 0 O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" of AN EXTERIOR SURFACE. G.J. CEILING JOIST NVD NORTH AMERICAN VERTICAL DATUM OF 1x88 0 O O - 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, I a- In = OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN I NYC BG NEW YORK CITY BUILDING CODE ,I m ------- -- - --- �� - Z SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ---"---"-"- -- _- -___-_____ -- 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY CONT. CONTINUOUS I O.G. �j ON CENTER 0 WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE __-_ -________.___.__ _ _ _ _ _ _ SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL CLASS 15 TO BE FREE OF 50RATCHE5 AND IMPERFECTIONS. GLASS DBL. DOUBLE �OGG. _ = Q WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. OCCUPANCY H q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRET'E TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE E �! Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION_ - -- - -l' PBFE -- _ PRELIMINARY BASE FLOOD ELEVATION W P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. __ -_ __ _ _ _ ��-__ Q J UNLESS APPROVED BY THE ARCHITECT/=NGINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RE5PONSIBILITY OF THE - - 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION - P. GONG. �' POURED CONCRETE J 00 -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE -------" ---- - ---------------- -- ---- - ---- 1 t 0 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN .__--._______.___ .. - _ _ __ -_- ___ �' PLATE Z � 0 ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. PL. _ - ri BEFORE THE START OF FRAMING CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D. D G JOISTS ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS - -=------ - - ------ &. DRY WELL5 AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED REQUIREMENTS. EA. EACH - _ _ -- PLYWD. PLYWOOD � p q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROV151ON5 OF ASTM P5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAY5 SHALL BE ELEV. ELEVATION_ rP.T. 11 PRESSURE TREATED Z �' II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING TEMPERED GLASS. E - -------_. --I- - -. - 1!- < Z N NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 =_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT - -_ - -_ - -I REQ'D REQUIRED J CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. --_____-- ---,---.- -_ ------- " -- ------- ]` --- LJJ 0 APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING - - - - f Ri -_-�!, RISER _ TA II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM Elggb AND ASTM E1556 AS MODIFIED BY 2020 NYS BG -- ---. I- = LO AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR_- _ - RM. �'', ROOM 0 Q PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR - -- _---_ __ __-_._--_-_----_--_ ___ _! O UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF AN51/DASMA 115. _--- - - I - --_7! 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R. ROOF RAFTER 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN 51-ANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE � '' - RESPONSIBLE FOR DE51ON INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RAT iG STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL �-- _--------------------- ---- __ - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT -- S.V. j SMART VENT W G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE --------- -- � 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION j TEMP GL. j TEMPERED GLASS W BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WGRKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR ..IOISTS I THK. �'THICK - 0 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES -_-- - ----- -- ------ -- - ---- _--___ _----- I____=_-_-.-- _- ----- _- 0 J AND ORDINANCES. I5. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A57M 036 SPECIFICATION FOR GYPSUM ---- -- _- - �I 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 637 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-7g PLUMBING FRGE - FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE SUB-GONTRAGTOR� FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) _ = i O1�DO1�lN D fiA l J�� T`r SAL NA LINO/STRAFE NO REQU R MENTS FOR F,457ENING SGHEDULEA -------- - Q ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s;MANUFACTURER U F F T, SHEAR/ I$ LATERAL W I N D R E S S TA I `l Cj E NOTE: THIS SGHEDULE DOES NOT I NGLUDE NA I L I NO FOR METAL FRAM I NO STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W N W • AND ROUGH OPENING FRAMING REOUIREMENT5) .J r-I "ALL STRAPPING TO BE V4"x 20 GALOE" -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE �j � F�_(_U`SEIOd NAILS IF STRAPPING IS OVER PLYWOOD; TVP. FOR ALL (SGHEDULE AS PER AWG 2018 WOOD FRAME CON5TRU(fTION MANUAL TABLE 3.1) Q 1 W >- FASTENER SPEC. FASTENER HOLDOWN 'A' HOLDOWN '8' DESCRIPTION O Z [�NNEC710N A AND QUANTITY SPACING J 1�1A 1 J� NO ORID D FOR NEW B EXIST. FOUNDATIONS \ry ROOF GEILINO FRAMING u 0 I.DIM's ARE ALL MIN.#is BASED ON USE OF ONLY A I6d ----- -"---- --------- Q O O ENDWALL ENDWALL .- "" " COMMON AIL w/o PREBORED HOLES. ••••-•"""�" _ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER Ln w (3) 2x FULL (3) 2x FULL CORNER STUD --"" AT RAFTER TO RIDOE 2 2.WOOD 15 ASSUMED TO BE DF,#2 6 BTR. IN DRY USE --------- ---- }' m HEIGHT STUD HEIGHT STUD CONNECTED TO R.R• 2" SERVICE TRANSFER SHEAR z CORNER STUD Cry ONNECTION: Q CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST O CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � - ---------------------------- TRANSFER SHEAR "SIMPSON" HDQS SIE �Y (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE AIL 1 = Q 8 d COMMON ' ' ' ' `� HOLES,SET NEW MEMBER. CEILING JOI5T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP HOLDOWN ANCHOR a 2-16d COMMON FOR STRAP -END OF STRAP ' .� � � � � � -- ----- -_- --------------------- � 2-16d COMMON LOCATIONS NOTED NAILS a 6" O.G. s NAILS ® EA. • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWZ ED W NAILS a 6" O.G. d ON PLANS 10" O.G. IF BLOCKED _ .•' ,� / • • CEILING ,JOIST LAPS OVER PARTITIONS (FACE-NAIL) CI-16d COMMON EACH LAP Q J 10" O.G. IF BLOCKED CORNER POST `'- .. FOR ROOF SLOPES UNDER 5:12 WITH C.-IJG.TIES • • 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE AILS(TO - -"--- " J 00 CORNER P05T ROOF SPANS OF 24' OR GREATER TIGHTLY BOND THE END OF THE AIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE > [t C) &RAPHIG BELOW) USE 4 8 d COMMON NAILS ® - -- - - -------- - z (D "SIMPSON" HDa5 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY � l"I HOLDOWN ANCHOR 0 EA. END OF STRAP FOR ROOF I BLOCKING TO RAFTER (TOE-NAIL) :2 COMMON EACH END J O LOCATIONS NOTED ° SLOPES OF 5:12 AND GREATER. GR 4SECT10N 12.4 -PLACEMENT OF AILS ESPIKES STABLE - _ _ — Y ' ON PLANS 4, RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END Z °° GONNEGTION BI I$ B2 I---- ------ ---- ----------_- - ------- � J N a AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO W W HOLDOWN INSTALLATION OPTIONS: CONNECTION: --. "- �.. • NOLO FOR NEW P. GONG. FOUND.'s r • " ° ° ° 44 E32 FOR STRAP - 3 8 d COMMON NAILS ® " TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT 0 J O HOLDOWN CAST IN PLACE N/1/5"(P THREADED ROD EA.END OF STRAP: • t 5� WHEN IN TOWN OF ISLIP OR NAILING ( I TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY OURRED FOUND.'s ""�� • III, WOTE as GEOMETRY EXCEEDS THAT PERMITTED IN I - - THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. �Ij CONCRETE w/ SIMPSON" SET (HIGH STRENGTH EPDXY --� �I � W ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 1 51MPSON # H2A (OR EQUAL) RAFTER TIE cr (HIGH STRENGTH ACRYLIC ADHESIVE) '" HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES ' + FOR TOENAILING - 3 8 d COMMON NAILS '`"` -•.. - __ --- — �'- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) U USE SAME ••' • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES 50LID $ CAST IN PLACE HOLDOWN H CONNECTION --"__"" • FOR G.J. TO R.R. - q I6 d COMMON NAILS -BOTTOM- L -E TO FLOOR JOTS w/"i/b'm THREADED ROD REOUIREMENT5 FOR "" ••.. ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, AT G.J. TO G.J. GONNE07ION: 2-I6d GoMMoN I2 PER FOOT V RAISED G.J.'s(WHEN ENDJOIST, or BLOCKING (FAGC--NAIL) _ J APPLICABLE) FOR A. PLATE TO STUD ABOVE 8 OR BELOW _ -_ -- � • HOEDOWN 'G' HOEDOWN 'D' _� _16_d COMMON NAILS FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR FRAMING Q FOR NEW d EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL)I 4-5d COMMON PER JOIST 4 FOUNDATION a ONE 5TORY ONLY • -- - - ------- ---- - b ' ~ (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD CORNER STUD -------- --------- CONNECTED TO TRANSFER SHEAR ° BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END ��e`� "SIMPSON" HDOa (5) 2x FULL AT STUD TO FLOOR ASSEMBLY -`"" • G2 -"---' '-- ---'" TO STUD CONNECTION: BLOCKING TO SILL or T HOLDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD • i 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6" O.G. 8 TOP PLATE (TOE-NAIL) _ ON PLANS 10" O.G. IF BLOCKED J ' o FOR STRAP - 3 8 CORNER POST G I d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOISTr NAILS ® EA. END OF STRAP o JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G M N o ( BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® O. A �"~• -- ° -- — 1...........""_,__.". I 1 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT • `` ROOF SHEATH I NO 1 5TRUGTURAL PANELS:SOLID - ° INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMP50N" 5T D14RJ GONNEGTION DI D2 BLOCKING PERIMETER EDGE ZONE 3 ad COMMON b" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUIgD.'s - -- - - -- HOLDOWN CAST IN PLACE w/1/a"(P THREADED ROD "-" ' /� ,. AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NC SHEATHING FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'S 1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(S) GONNEGTION: D2 --- --------- CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY 1/2" MIN. N. f j'""""" ""'"'"""I i GYPSUM WALLBOARD l� 5d COOLERS T' EDGE / 10" FIELD ADHESIVE), b FOR TEMP.'S O°F-40°F USE 'SIMPSON' AT CORNER / f 1 I-------- - -- ------ -- ------ (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REAR // o o FOR STRAP - 3 8 d COMMON NAILS a EA. F SPECIFIED ON I �: ` ' END OF STRAP (WRAP STRAP UNDER SILL PL.) I I WALL SHEATH I NO FOR EXIST. /NEW C.M.U. (GONG. BLOCK) TYP. FOUND. NOTE `,� FILL TOP 2 COURSES 50LID a€ CAST IN PLACE HOLDOWN o o FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - ---- w/•T/a",P THREADED ROD 2 _16_ d COMMON NAILS 1 STRUGTURAL PANELS - ---- --' , o r-- - - -- -- 1 ad COMMON b EDc'3E / 12 FIELD ' GYPSUM WALLBOARD d FLOOR CONNECTION w/ # LPT4 51 MPSON (OR _.___.._._.___... - -- - ------ ---- -- -,- - - ---- ----1 5d COOLERS �" EDGE / 10" FIELD N ALTERNATE CONFIGURATION - ABOVE STUD TO ° �.. . I STRAP w/(3) � W I �OJ�I/DOOR HEADER ° STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES -•.•. OF AILS® EA.END -.._ OF EA.STRAP TO FLOOR SHEATH I NO (SUEiFLOOR) 2 " EA. J015T-(FOR ALTERNATE USE 0 SIMPSON H2.5A) _____—_ _---- __ ___----- --- U NOTATION: A - NUMBER OF ad NAILS a EA. END OF STRAPPING (2015 WFGM, TABLE 3.7,P. 159) GONNEGTION E STRUCTURAL PANELS: j """ I" or LESS: ad COMMON 6" EDGE / 12" FIELD w B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (20195 WFGM,TABLE 5.255, P. 291) - -" G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (2018 WFGM, TABLE 3.230,P. 292; GRI- TER THAN I IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.25D,P. 293) "" """ • 1 D - NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2018 WFGM,TABLE 3.i,P. Ib9) / - AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 5GHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILIN5 IS REDUCED. Q E - NUMBER OF JACK STUDS a EA. END OF HE (2018 WFGM,TABLE 3.22F,P. 2958) FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 0 G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT )AGK STUD TO END OF 5ILL(5) ® EA. SIDE ° ° ° ° ° ° PLATES) GONNEGTION SHEAR CAPAC171E5, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.95,P. 191) °° a ° °d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. 4. 42 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B ° ° ° ° ° NAILS SHALL DE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. E" FOR STRAP - 3 B d COMMON NAILS a EA. 3 - FOR ROOF 5HEATHIN0 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4- ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL.) FASTENINO SGHEDULE B �"�"... a g USED.DD OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REGUIREMEINT5 SHALL BE KO FF F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " ° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) ° FOR EA. PLATE TO STUD ABOVE OR BELOW - RENOVATION 2 16_ d COMMON NAILS A NOTATION ROUGH A B G D E F G OPNG 1380 OAKWOOD DRIVE 2'-0" 2 1 1 1 1 1 SOUTHOLD, N.Y. 11971 4'-0" 4 1 2 2 2 2 �� OABLE ENDWALL ' - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-o" 5 I 5 3 3 3 BRAG I NO/STRAEF I NO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) - - - _ ---- - _ ___._____ TOP PLATE BLOCKING 2 FOR RAKES 12" OR LDOWN, ANCHOR BOLT, a'-o" 2 3 4 4 4 SPLICE BAY5 BACK ® LESS PROVIDE LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REGUIREMENTS 4'_0" O.C. <TOLESS RAKE O.C. STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES BdC - FOR WIND - EXPOSURES BSC - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE',2,'` BUILDING MINIMUM SPLICE"=, -- DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: r-— - - ad NAILS EA. END 12'-O" 2'-O"/2'-6" 12'-O" 3'-0" OF EA. STRAP �'` / IATTIC G_ 0 0 0 0/� I I �/ I `l 161-011 4'-0" - A V�HOR � ■ 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" - BLOGKIN6 2 BAYS SPECIFICATION (2015 WFGM TABLES 3.2A # 5.25, P. 15-7-160) „ „ BACK a 4'-0” O.G. 24-0 4'-0"/5'-0" 24-o" 6-o DATE: 10/13/20 3 0 F 8 CORNER 39° CONDITION FOR ALL STRUCTURES: %,",P ANCHOR BOLTS a 33`1" O.G. - 295'-O" - - - 5'-O"/6'-3" - - 295'-O" "1'_O„ 52'-O" &'-01117-6-" 32--0" b'-O" N •• SECOND FLOOR ----------------- -- - P w � 36'-O" 'T'-O"/a'-9" 1 'I 36'-O" 9'-O" NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d AILS PER FOOT. FOR SHORTER SPLICE _ LENC7TH5,THE NAIL 5PAGIN5 SHALL BE REDUCED IN ORDER TO 40'-0" a-O /IO-O" 401-011 I I-011 1. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOGKIN6 2 BAYS w/ 3" 5OUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-b" 50'-O" I3'-O" � o 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL _ _ _ _ TYP. STRAP w/(5) CONDITION 1N EXPosuRE B TOP TWO GOUR5E5 50LIM ad NAILS EA. END N i u i n u , u ,_ a 3.TABULATED SPLICE LENGTHS ARE BASED ON a FOOT WALL 60-O 12-O /15'-O 60-O I6 o OF EA. STRAP RS NOTED HEREIN ARE NOT TO BE USED e+4TS FOR OTHER KALL PLAN DIAGRAM OF ZONES 2 OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS LATERAL R ALTERNATIVE SHALL WALL EIGHTS MULTPALYY THE ABOVE 10'-O" 14'-0"IPLIED BY H/b; 10'-O" Iq'-O" FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR1�- 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" # 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I '� O 7 Q5 �Q- 80-0 16-o" 80-0 .221-011I �' 4 FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL - 1.125 �_ __ 't (SEE DIAGRAM TO LEFT) lo' WALL- 125 BLOCKING 2 BAYS �� N I I'WALL - 1.3 f5 12'WALL - L5 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. Ix 4. COORDINATE W HOLDOWN LOCATIONS FOR 10'-0"WALL t 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL :y MISCELLANEOUS FRAMING GRAPH I GS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A — GONTI NUOUS BUILT—UP CSI RD RS, 5 OR MORE SUPPORTS F I REBLO�K I NO FOR Fi ATFOR}� NO0� FRA I �IO , � WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK GONNEGTION PATTERN SCHEDULE 1� I" I I�l Q U AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p Z O CONNECTION 1 4 1/4 OF A WHEN GIRDER5 MADE UP OF JOISTS NAILED BLOCK I NO UNDER LOAD BEAR I NO WALL PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER _E_ __ _ THREE OR MORE SUPPORTS, JOINTS ARE TO BE �f \\ I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARING WALL OFFSET FROM SUPPORT Aax.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER \\ AS FIRE-STOPPING. J W r! (2)ROWS IOd NAILS m 12"O.C.ocTHE SPAN LENGTH FROM AN INTERMEDIATEr- \ ;\ Q W STUDS STUD B (3)ROWS IOd NAILS m 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME 0ON5TRUGTION: THE DOUBLE JOIST }' 5UBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE / \\\ SERVES AS FIRE5LOPPIN5. Z SUBFLOOR G (2)ROWS 1/2° m BOLTS a 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. \ �\\ O V) z 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J DBL.m ENDS BUILT EGE \\ \\ PLATE SERVE AS FIRE5TOPPING. J J SOLE PLATE BUILT UP GIRDER P I MAX.32° NAILING: �\ \ � � Y D (2)Rows v2" m BOLTS® Ib"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM SOLE PLATE � � RM FRAME CONSTRUCTION: THE DOUBLE E (2)ROWS 1/2" m BOLTS m 24"C.C. 1 SIDE WITH IOd NAILS, TWO NEAR EACH END OF \ JOIST SERVES AS FIRE5TOPPING. � 0 BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE \ \ 0 O 0 F (2)ROWS 3-3/b"TRU55LOCK 50REWS m 12"O.G. 6 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL - _ j \ 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING �' Ln Iw scR£w£D ON lU SIDE of MEMBER , II_ C OR OF NONCOM-BU5TIBLE FILL. 'a' m LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ _ Z . 6 (2)ROWS 3-3/b"TRU55LOOK SCREWS m Ib°o.c. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - { I" ` 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 SCREWED ON(U SIDE OF MEMBER - Ik- - I - I AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" _ � Q H (2)ROWS 3-3/b"TRUSSLOGK SCREWS a 24"O.G. _ ----- -_A ' J015T SCREWED oN(U SIDE OF MEMBER P BETWEEN NAILS IN A HORIZONTAL LINE. _ —�-- \ JOISTS SERVE AS FIRE5TOPPIN6. MAXIMUM OFFSET THREE-PIECE - — (2)ROWS 5"TRUSSLOGK SCREWS 12"O.G. 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Z W JOIST DEPTH, d J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d _ _ __ MATCHED SIZE OF BLOCKING - - NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q J UNDER NON-LOAD BEARING FIRESTOPPING AND K (2)ROWS 5"TRUSSLOGK SCREWS o Ib"o.c. Q j`�� , SERVE AS FIRE5TOPPIN6. J m PARTITIONS a 52" O.G. BLOCKING 15CREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE — I I STUD - OTHERS STAGGERED 1' wl (2)ROWS 5"TRU55LOGK SCREWS a 24"O.G. BETWEEN I/b w/ A DISTANCE OF NOT MORE � \ �` /' i 3 8. THE HEADER SERVES A5 FIRE-STOPPING. > � DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER 3 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. — _Z a) cl. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALLri 'J r 0 GANTI LEVERED FLOOR GE I L I NG BRAG I NO = P FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS - - - I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO I.BEAMS b HEADERS NOT NOTED WITH CONNECTION PATTERN ON _ STRINGER TO SERVE AS FIRESTOPPING. Z >" GABLE ENDWALL sHowN, AND NAILED w/ 20d NAILS AS SPECIFIED _ _ {�-_ d' PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER _ _ I Q Z b CONNECTION PATTERN 'B'WHEN 10"OR LARGER FOR THE THREE-PIECE GIRDER. — . 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CV P \ F=RAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W � /-STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: ��^ OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER 2 �\'` fir' BUILT UP GIRDER - ;ilk= �; A, ROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Ln �� i '`4 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC,. SUCH SUBFLOOR �50LE PLATE 2"x4" CONTINUOUS GABLE END P GIRDERS ARE TO BE SECURELY ANCHORED TO \\ �.-- 'j' FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF O Q " LATERAL BRACE c V O.G. TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR = �� ' BAND BOLTED TO STEEL COLUMNS. %'/ THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE GEILIN6 JOIST 2) lod NAILS TRUSS OR AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED / G.J. AWAY BY AIR CURRENTS MOVIN6 UPWARD AND OUT THROUGH NORMAL �I I J� �{ I f� PLATFORM FRAME CONSTRUCTION 5HRINKA5E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON ' N A I +� N O F A 77E R •S FOR SIDE LOADED B E A I " I S (I c. FLUSH U S I I S E A M S) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE lo) 8d AS FIRE5TOPPIN6. LL) NAILS -LOCATIONS REQUIRUNG FIRESTOPpING- -- FIRE- FIRE- WOOD FIRESTOPPIN6 - FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPIN6 5TOPPING FIRE- FIRE_ MULTIPLE-PIECE MEMBERS srOPPIN6 STOPPING SOLE V JOISTW • SG d COOLER NAILS a 10" O. . NAILED ]� BOLTED F- U 2"x4' BLOCK NAILED TO EA.BRACE BLOCKING 2 Rows Iba 8 ROWS Ibd CRON51�• 2 ROWSkj" 2 ROWsXy w/(4) IOd NAILS COMMON COMMON BOLTS 24" BOLTS BOLA FIRESTOPP VERTICAL WHEN O.G.5TA66C'REDF COVERING 15 APPLIED • 12°O.G. •12"O.G. •b"O.G. r0 UNDERSIDE ED Q . STUD GYPSUM BOARD 20 ga. STRAP I -- - - --- TWO ROWS 12"O.G. THREE ROWS 12"O.G. DOUBLE PLATE . (10) bd MAILS- LOCATION .DE or ION I LOCATION 2 A 5d GOOG T LER NAILS ® 10 ION 3 L O.C.o.c. B A E M SELECTION w/ STD. NAI INC ° " ° L o a ° H ° LOCATION 4 � JOIST SHALL BE LOCATED ED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 4 8 " ° o ° 5 *DENOTES ALT.FOR USE OF DRYWALL SCREWS ° OVER STUDS, UNLE55 TOP PLATE IS 4" a EDGE/12"® FIELD FULLY BLOCKED ° " ° NONCOMBUSTIBLE ALTERNATE el DESIGNED TO CARRY THE LOAD SCREWS#b - lya°TYPE w SOLE FIRE5TOPPIN6 LOCATION OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIOF GIRDER RESTOPPIN6 "Y.• ` ,� FIREsroPPIN6 LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.C. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND ThIROU61�THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE KA--+ ZS UNDER HEAD AND NUT. OVERLAID ROOFk 3.STAGGER EACH ROW OF FASTENERS BY 12". ATTACHMENT ®ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. C O O O O Q II 2"SPACE NOT TO Bt FILLED q I,; 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 NONCOMBUSTIBLE FIRESTOPPING\S APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. y' b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.C.NAIL SPACING. LOCATION -1 NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS, \ STRAPPING w/ T,2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"op. FIRESTOPPING LESS 4 .E b NAILS STD LOCATION 8 LOCATION 9 ® EA.END® R.R. 95.5 ROWS OF Iba COMMON NAILS(12"O.G)FOR DEPTHS OF 14',Ib"8 18". LILL WIDTH LOCATION 10 2" BLOCKING Z O lufr V TOP PLATE DRILL 2"0 INTO ROOF �ONSTRUC, TI ON DETAILS Jul IND LOAD PATH CONNECITI ON DETAILS DECK FOR STRAPPING INSTL. INTERSECTION DETAIL EXIST.OR NEW NOT TO SCALE NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 - IOd ONTIN10U5 LONER TOE NAILS NOTED CONT.5LOGKIN6 TOP PLATE — SPIKED TO R,R.'s ALIGN NEW b EX. R.R.AS SHOWN PLAN VIEW KING ROOF,R.R. INLINE N �SFIED WOOD JOIS fl WOOD JOTS CRIPPLE STUD -10 � BLOCKING JOIST HANOER GENERAL REOU I REMENTS FOR OENERAL REOU I REMENTS FOR HEADER INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS Z W O I RDER/HEADER -O WOOD OI RDER JACK STUDS 0 MAIN MEMBER -- � WOOD JO 1ST W O E' --'L FW- JOIST FRAMINO OVER WOOD OIRDERo JOIST FRAM I NO FLUSH W 1 TH O I RDER/HEADER TYP I GAL HEADER CONNECTION 1. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF DIAM.x 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. PROJECT: i. NAILS SHALL BE DRIVEN PERPENDICULAR TO )s THE LENGTH OF THE NAIL FROM THE MEMBER END, AS 5HOWN ABOVE THE MEMBER, STRAIGHT TI-R000H AND BENT OVER �,( A MIN. OF (5) NAIL DIAM.' AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAINATION, SHALL BE AT LEAST f YO�F MEMBER, FOR THIS APPLIC SIX TIMES THE DIAM. OF THE NAIL RAFTER - --- RENOVATION B. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD- -0 WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE O IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BATHTUB -- 5 SUB FLOOR _ -0 1380 OAKWOOD DRIVE DOUBLE JO!ST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 CHIM. CHASE SEGURI NO � STD. SIDE WALL _ J WALL STUD DRAWING TITLE: O FRAMING GRAPHICS NOTE: BEAM CONNECTION PATTERNS (SIM, a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB w/'5TUD5 TO ATTIC FLOOR a BLK'G To DOUBLE J015T FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION FIREBLOCKING DETAILS R/L. SIDES w/STRAPPING TO R/L SIDES) O OILI TOP PLATE a 0.l N PAGE: GHIM. CHASE WALL z p lel I ND RES 15TANT CONSTRUCTION GONNE�TORS p� w d)Z w- xCONNECTION ON LOGATI ON: PART NUMBER: NOTES: -� 4 3 RI DOE-TO-RAFTERS 6520 (9 21 " APPLY TO EACH PAIR OF RAFTERS ' -- ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER a< - ROOF a z ---- -- DATE: 10/13/20 4 OF 8 0 -' o RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER z_ REa'D BLOCKING J p -- — -- --- - --- - TO ALIGN w/5'rRAPPING Q w PLATE-TO-WALL STUD 6520 © 18" APPLY TO EACH WALL STUD a EA. LEVEL ABOVE Ul --___-- THE FIR51T FL. ®z w 2ND. FLOOR 0WALL-TO-1ST. FLOOR WALL LFTA or 6520 36" --__-_-___- -- - II APPLY TO EACH WALL STUD FLOOR/01-6. ® HEADER-TO-JACK STUD 6520 ® 12 APPLY TO EACH JACK STUD 01 o CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD I ,F`a'< •��;�� '��' SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 51DEWALL END e 14 11 1ST. FLOOR-UNDER-SILL PLATE 6520 WRAP UNDER DOUBLE SILL PLATE SID- \/IEW PLAN \/IEW — (USE WITH 3" SQUARE WASHERS)_) .. � 3740') Q — ----- 0 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. GENE AL S I I " 500 <E I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W Z O WOOD FRAME (L.G. STL. WHEN APPLICABLE) Lu = N EXISTING TO REMAIN ,J ri NEW WOOD FRAME (L.G• NEW FOUNDATION WALL / Q Lu STL. WHEN APPLICABLE) F Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL rr rr r WOOD FRAME (L.G. STL.. P05T FOR 4" WALLS O GAB E (MIN. (2) 2"xb" STRUCTURAL J Z F- IS Y WHEN APPLI L ) � b7 POST FOR b WALLS), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.G. STL.. d C)o Wit HEN APPLI GABLE) >- d' C10 Z O Z � Q w J J 00 Z (7) QZvq EXIST. (V DN. LL w O I'- = Ll') 0 � O w U w EXIST. BAY WINDOW TO BE 1- EXIST. SLIDERS TO BE REMOVED EXIST. SLIDERS TO BE _ `, J REMOVED REMOVED U J \ ft EXIST. WOOD � I 1 _ I L- -J EXIST. PORTION OF WALL = - --- -- EXIST. WALL TO BE TO BE REMOVEDm Q REMOVED - -- -------- iv w 1 nti..ate ALL KITCHEN rirr EQUIPMENT B - -- FINISHES TO BE \� EXIST. DINING I EXIST. REMOVED 1 --- EXIST. DOORS 6 WALLS TO BE REMOVED ROOM I KITCHEN j I I L--J EXIST. DEN 1 I I I I EXIST. I j EXIST. �i GL. BEDROOM BEDROOM i - - I ai l 1 1 F F EXIST. DOOR TO --- ---- --� r---------I---� r-----� �----I I cV 1 1 \ BE REMOVED-\ _ I I i _ EXIST. BAR 8 PORTION OF 1 ---- -----J 1 Ilin� -�� ^\III `t WALL TO BE REMOVED • EXIST. PORTION r IL I 1 )� III III OF WALL TO BE ---------- ---------� I III I� r EXIST. \ moi/ I 0 REMOVED =r -- - -EXIST. 11L 2 BATH L__ I I I I I I I �-- - EXIST. CHIMNEY TO GL• ___-� rr�BE REMOVED L 1 1 II �� I 11 -4'-0"— EXIST. i t I I 1 6, 11 11 i I _ J �� _-J L SEARING WALL __L--_. _ J I -I I � - -------------------- EXIST. WALLS, DOORS 4 1 1 �\� EXIST. DOORS 8 WALL5 (Ebl I I EXIST. EXIST. PORTION OF WALL m u �� REMOV D FIXTURES TO BE EXIST. DOORS 8 WALLS I GL• Gr TO BE REMOVED EXIST. -� TO BE REMOVED TO BE REMOVED EXIST. EXIST. HALLWAY HALLWAY -- -1 L-_- PN. \ EXIST. -------- BATHROOM � --T I EXIST. w EXIST. O / II � � BEDROOM v � r EXIST, LIVING EXIST. FRONT DOOR UNIT TO � ROOM BE REMOVED d REPLACED J W H W/8'-O" HIGH DOOR. SWITCH EXIST. DOORS TO BE DOOR 5WING. EXIST. REMOVED 8 REPLACED ri �� EXIST. — ' p PATIO WITH 8'-O" HIGH DOOR5 S-BUIL 7\ GL. PROJECT: � I KOFFEXIST. MEGH. /� EXIST. ROOM R E N OVATI O N GL. A5-BUILT -- LAUNDRY ROOM A&-QUILT GL. _ 1380 OAKWOOD DRIVE A5-5UILT �,� SOUTHOLD, N.Y. 11971 TEMPORARY KALI-5: CONTRAGTOR TO PROVIDE TEMPORARY 2"x4" X15TINO GARAGE GL. WALLS TO BOTH 51DF-5 OF BEARING WALLS DOORS TO REMAIN PRIOR TO REMOVING BEARING WALL5. -- DRAWING_ TITLE: CONTACT ARCHITECT REGARDING BEARING -- -- - J WALLS IF NOT CLEAR TO CONTRACTOR. 1 \ PROPOSED DEMOLITION PLANS 0 / PAGE: EXIST. GARAGE A 0 1 A-jL s 5 AS-BUILT DATE: 10/13/20 5 OF 8 BEDROOM RED q� O FfiZOFOSE[�) FIRST FLOOR 17EMOL I TI ON PLAN FROFOSED SECOND FLOOR OEMOL I T I ON FLAN - PARTIAL V I Elul 0.) SGAL.E: 1/4" = I'-o" SCALE: I/4" = I'-O" � of �-(q OE NE AL 5)"�50L <E� : Q U _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT s i WOOD FRAME (L.5. 5TL. WHEN APPLICABLE) J N EX1571NO TO REMAIN W r1 -----{ NEW WOOD FRAME (LO, NEW FOUNDATION WALL Q W - -`--" 5TL. WHEN APPLICABLE) Z _ MIN. (2) 2" "x45TRUCTURAL NEW I HR FIRE RATED ® 0 = � W OOD FRAME (L.5. 5TL. POST FOR 4" WALLS116— WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL JLo POST FOR 6" WALLS), U.O.N. � NEW 2-HR FIRE RATED O O WOOD FRAME (L.O. 57L.. (L Ln w WHEN APPLICABLE) --------------------- - - DOOR 5CHEDULr- Z DOOR MATERIAL- Q 'J EXIST. J 00 DN. TAO DESCRIPTION p N NOTE5 \ ,o Z 0 o _, r1 0 SIZE THICK. Z >: t}' L- (2) I -O X8 O ri L O� SINOLE 3'-O"X8'-O" EXIST. �s Z N - �. _.-. ]'- 51DELIOHTS SUNROOM EX15T. WOOD vG J i DECKLL 02 51NSLE 2'-8"X8'-O" --_- ( s� r- r1 - - /''off �, O = Ln '-8"x8'-o" \ rl —iO 05 51NOLE 2 Ji -- i 04 � 51NSLE 2'-O"X8'-O" -- f 05 SINOLE 2'-O"X8'-O" L�] EXIST. 2 HE Lu -------- - --------- O6 51NSLE 2'-6"X8'-O" _ _ _----- -- - -- __ \\�-I-" - --- - 1 SHED U (3) 1.'75 "x 162.OE G-P LAM HEADER - (5)j I.-T5 x_�� E- CD x Ib" 2.0E GIIP LAM.�I\DER = J 08 E 2'-0"X8'-O" _ _ _ IM J p � EXIST HEADER;TR O U DOUBLE--]E:2 - ---- — - _ OUT OPENING TO Oq DOUBLE 4'-O"'X8'-O" — -- _ -^ I �V /REMOVE MATCH EXISTING DEN Q `` 10 -- 4 PANEL. 4'-O"'XS' \ a` N EXIST. DINING --- - - - ROOM I ?� II 4 PANEL 41-01.X8'-O" LT O _ tt EXIST. DEN n FLOOR PLAN NOTES Q MODIFIED DOOR NOTE: O 2 KITCHEN O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED 335 S.F. p OUT ON PLANS BY 'JFLD-WEIq' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMA7RU' (OR EQUAL). � 2'-4" 4'-II" II'-5y2" 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEG.'s PROVIDE NEW b'-O" HIGH DOORS 5.PROVIDE (2) 2"xb" HDR., U.O.N. 8 OPENINGS THROUGHOUT ENTIRE O 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING FIRST FLOOR NEW O ELEMENTS AROUND DOORS (T'(P. FOR ALL) U.O.N. _ PANTRY — PROVIDE NEW b'-O" HIGH DOORS KITCHEN REMODEL: �i O NEW � d OPENIN65 THROUGHOUT ENTIRE O COORDINATE ALL KITCHEN DIMENSIONS WITH H.O. GL. FIRST FLOOR _ y APPROVED LAYOUT FROM SELECTED KITCHEN 2 "x12" HDR. 22 S.F. 2 2"x12" HDR. DESIGNER I (2) 2"x12" HDR. (2) 2"x,�1,,12//" HDR. I'-O" O"i Ob I_O 3'-'Y2 11 � o I I'-I jY2" / 4 STAIR TO REMAIN;NEW x FINISHES b WALL EXIST. I PANELING HALLWAY /= EXIST. LIVING i ¢ o II 04 1 �Q ' ROOM EXIST. 05 _- MODIFIED of UP 11EXI �1 ---- BEDROOM � DN 7 5T. I10 S.F. - ( 2"x12" H R. �� •D p REVERSE 5WINO - --- -4 p OF EXIST. 03 r. FRONT DOOR cV - � EX 1ST. Ov ------ - PATIO. O2 NEW BENCH w EXIST. MECH. Q _----__ _--------. EXIST. ROOM GL. --------- -------- _=_- PROJECT: >=X1ST:- KOFF RENOVATION -X15TING OARAOE I DOORS TO REMAIN PROVIDE NEW GAS LINE FOUNDATION TO NEW STREET - ' CONNECTION 1380 OAKWOOD DRIVE SOUTHOLD, N.Y. 11971 I DRAWING TITLE: PROPOSED FIRST FLOOR PLAN EX15T. _GARAGE NO WORK PAGE: A-10 ■ 000'k 0 DATE: 10/13/20 6 OF 8 PROPOSED FIRST FLOOR PLANREDS Rcy, 1,"740 S.F. HA5ITAE3LE Si�AGi=; 2,5ci5 S.F. OROSS AREA SCALE: 1/4" = 1'-O" �ev�o ` p - 9 037405 C� �cOF NE`Z`aJl OENERAL ERAL 5 I �vIE30L <E I : 0' U — a ~ _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W = NOOD FRAME (L.G. STL. Z O W WHEN APPLICABLE) J c-1 EXISTING TO REMAIN NEW FOUNDATION WALL a w NEW WOOD FRAME (L.G. STL. WHEN APPLICABLE) \ Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL V _jZ WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS —2 i_ J WHEN APPLICABLE) (MIN. (2) 2"x(b" STRUCTURAL F- li) �c P05T FOR 6" WALLS), U.O.N. (3) O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 5TL. CL L0 m WHEN APPLICABLE) Z O H � Z � a w J J 00 z X-i Vi J T-I O Z >: 4 c Z TA N EXIST. WOOD Lo T-i V'- W (D DECK EXI5T. J O 77. w ° H U J EXIST. EXIST. is BATHROOM NEW OFFICE BEDROOM a TO EX15T. /LIGHTING EXI5T. BEDROOM O EXIST. 44 1-011 4._6 EXI5T. EXI5T. = EXI5T. HALLWAY DN. EXIST. I BATHROOM �I EXIST. EXIST. \ 1� I — 5-BUILT r - �GL. Z w ALL A5-BUILT WORK WAS COMPLETED A5-BUILT WITHIN THE EXISTING EXTERIOR WALLS LAUNDRY O $ ROOF 5TRUCTURE WHICH ARE PART ROOM U OF GO Z-15134; 12/29/86. A5-BUILT CL. > � w AS-BUILT j PROJECT: A5-BUILD N BATH io / I 4'-"1" -10 4' y�� KOFF 2 2 RENOVATION I 1380 OAKWOOD DRIVE SOUTHOLD, N.Y. 11971 DRAWING TITLE: r AS-BUILT m BEDROOM PROPOSED SECOND FLOOR PLAN PAGE: A-.-AL FROFOSED S5GOND FLOOR PLAN - - - - 2,0c-(0 S.F. HA51 TA5LE SFAGE; 2,0 0 S.F. GROSS AREA SCALE: 1/4" = I'-O" DATE: 10/13/20 7 OF 8 ED A/.'o M. O '�j, 37 ydQ- 0.. Q U H � w_ _ = =w Z G- == O Z E_- Lo C) C) z Er w -- _ 00 _._. 77 .. _ -- - - - > It _ ___ c-I — — r-I _._ e .___ ...._.. _ ... . ...._......._._..._ _.. _ __. _ _ .. _.... ._.1z Rt ., Q r-I __.__ _______._.__ _.-_ ._. _.._...___.____ _._..___ _ __ Li. --- —-- -- -- fl Lid X r-I L LI ___ _ Er PROVIDE NEW 51DINO AS NECESSARY TO - MATCH EXISTING -- U Lu U t: Q _ „ ,_ „ _o„�,_o„ 4 NEW I6' O XS O NEW I6' 1 SLIDERS SLIVERS 5 =.._ SOUTH ELEVAT I ON (REAR) y -w .� SCALE: 1/4” = 1'-0" /T 4" FRESH AIR VENT tL O `\ L J I L THROUGH ROOF O O \--- \ ¢ a ►- Q i W I 0 FULL BATH LAUNDRY „ FULL BATH LAUNDRY NOTE: NOTE: Iw- __ T I I I ALL PLUMBING WORK ALL PLUMBING 6 Q I I I SHALL CONFORM TO FUEL 6A5 WORK 13 j 2"I „I I I O LOCAL PLUMBING GORE p SHALL CONFORM LOCL I I 2"1 I I L I L LUMBN6 CODE # PROJECT: Q 1211 I I I I PROVIDE ABESGO FP200 FR I 1 I I I I EXPANDING FOAM (OR EQUAL) Q4 I B QQ � FUEL 6A5 AT ALL PENETRATIONS IN FIRE I v K v I I I Vkf) I Q4 I I LEGEND w w I RATED WALLS AND w �� I U W•C• - I IU N N j w�• I FLOOR5/GEILIN65. PRODUCT ] V z I 1= I _ ____ HOT WATER PIPING PENETRATIONS: 1= SHOWER cV 1 :N m z I I - SUPPLY I I. PROVIDE "ABESGo FP200 FR 1�!a 10\�Q�I O I I 2 CONFORMS TO ASTM E 814, c i V N I SHOWER � �I N �I 1– wAsl-IeR � -- EXPANDING FOAM" (OR EQUAL) I ASTM E 84WA5HER , AND UL 14'141 - ---- - --------------- - --–––– –– –�-&–––––––_ ––– - GOLD WATER AT ALL PENETRATIONS AT WALLS G.O. I 2 3.. 1 .._.._.._.._. _. .._.._.._.._.. .._.._.. - - - - - -.._.._..� — -- -- ---- ------ - AND FLOOR5/GEILIN65. SUPPLY 2.PRODUCT CONFORMS TO A5TM E FULL BATH – – KITCHEN FULL BATH I I KITCHEN 814, ASTM E 84, AND UL 14-741 2" __- -� NOTE: 1i PROVIDE "ABESGO FP200 FR � 1380 OAKWOOD DRIVE ALL PLUMBING WORK I. EXPANDING FOAM" (OR EQUAL) _ - SHALL CONFORM TO Ij AT ALL PENETRATIONS IN FIRE SOUTHOLD N.Y. 11971 O I i i LOCAL PLUMBING GODS O ii; RATED WALLS AND a KITCHEN FLOOR5/GEILIN65. PRODUCT p :2"11:211 2„I O 04 I CONFORMS TO ASTM E 814, I I I GLEAN OUT F II Q4 ii �� A5TM E 84, AND UL 14'19 i AS REGQ'D DRAWING TITLE: I I 3 I 2 I I EXIST. F.A.I. TO Q4 I I I I S � REMAIN b 1 v 1:; I I L VENT PROPOSED EXTERIOR ELEVATIONS W.�.. I� �I :v W.G. = I; �I U - RANGE sHowER 1' ” i I- " I I= sHowER ni m` ii! ni �� i PLUMBING & GAS RISERS 91 I- I I� Y< ply m I REGULATOR G.O. I .2 3 G.O. �-------- -- -- I ------- -- - - - -- ._.._ . ._.._.._.._.. _. _.. _.._.._.._. - G.O. CONNECT TO I GAS SUPPLY j 4" EXIST. WATER i PAGE: 4" HOUSE 5UPPLY SYSTEM MAIN DRAIN G.O. TO STREET ! TO GAS rHATER MAIN MAIN Z 411 Z �-.._. -.._..3 A-20 :1. 00 ul TO SEPTIC w w w SYSTEM w w DATE: 10/13/20 8 OF S �m m II --- --------------- - FLUME31 NO RISER SER - I RAIN / NA57E / VEN7 FLUMB I N RISER - SUFFL`I' OAS RISER - SUFFLY rD A/ CC M, O SCALE: NTS SCALE: NTS \ N A A SCALE: NTS - y �� C) 0,i c�0� C} . �� 0 F ��