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Home My WebLink About42438-Z �o`o�uFFnt,�cDGy Town of Southold 12/18/2018 0 P.O.Box 1179 53095 Main Rd P4, 00�¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40106 Date: 12/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 565 S Harbor Rd., Southold SCTM#: 473889 Sec/Block/Lot: 75.4-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2018 pursuant to which Building Permit No. 42438 dated 3/6/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to DeVito,Daniel&Azcona,Alejandro of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42438 12-04-2018 PLUMBERS CERTIFICATION DATED 12-07-2018 n ar umbing tho ' i ature o�gUFFoj�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42438 Date: 3/6/2018 , Permission is hereby granted to: DeVito, Daniel 55 Pineapple St#7J Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 565 S Harbor Rd., Southold SCTM # 473889 Sec/Block/Lot# 75.4-1 Pursuant to application dated 2/21/2018 and approved by the Building Inspector. To expire on 9/5/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,160.80 CO -ADDITION TO DWELLING $50.00 Total: $1,210.80 6L / Buil ng Ins ctor 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: L Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements_ B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- S50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: t) House No. Street Hamlet Owner or Owners of Property:: �O',2.l 7,o\i, j Suffolk County Tax Map No 1000, Section lrb Block Lot 1 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: $ ED Applicant Signature rg SOUTy® ,moo l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q �► ® �® roger.richert(aD-town.Southold.ny.us Southold,NY 11971-0959 op�c®U '�,��\ ON BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Devito Address: 565 S Harbor Rd City: Southold St: New York Zip: 11971 Budding Permit#: 42438 Section. 75 Block: 4 Lot 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Scharadin Electric License No: 3540-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 75 Ceiling Fixtures 43 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 22 Smoke Detectors 6 Main Panel 200a A/C Condenser 2 Single Recpt 2 Recessed Fixtures 37 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture 7 Pumps Transformer AppliancesN96 Dryer Recpt 2-30 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures �] TVSS Other Equipment. 2-combination smoke / co detectors, 13-ARC fault circuit breakers, 4-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date: December 4 2018 81-Cert Electrical Compliance Form As soor,�ol- � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT DEC 1 1 TOWN OF SOUTHOLD 2018 TOWN OF SO OLD 1 CERTIFICATION 1 Date: -Z l Building Permit No.._ J Owner: Vc,-i-l-U !^ (Please print) Plumber: i-C,� (PleAse print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r (Plumbers Signature) Sworn to before me this day ort7ie—�!c �0 l Notary Public, � only voWY P:j-L;�Iz,Sias:ofJcr3Lv York No o I PEGZG0i 56 QiaUed:n Std.;!u CW 01t Z t Temj Fxpsres FebrUGry t,` v SOF 50//1,x, �o� olo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1502 INSPEC 10-N - FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] C ULKING REMARKS: OD le v►� v "Ll 40 o- ;ro-S , of DATE O g INSPECTOR %OF SOUIyO `o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: nwL ovim f � s DATE INSPECTOR (Vll 17 iw4w---'N SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR how yO�o f TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: !ArA jtlr 14 i\ I DATE INSPECTOR Of SOUT,yO� * TOWN OF SOUTHOLD BUILDING DEPT. �ourm��'' 765.1802 �y INSPECTION z� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Y` 50U1�o h� TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: AICM,10,T A4 k*AAV% r. �t4 I/ ALI�V ot DATE - INSPECTOR Operating Business Address:15400 Main Road.Mattituck,NY 11952 RCHirECTURE Brooklyn Office:254 3601 Street,Building C 256-257.Brooklyn,NY 11232 C Mattituck Office:15400 Main Road.Mattituck,NY 11952 ' Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 7, 2018 565 South Harbor Rd,Southold RE: Foundation and Insulation/Fire Caulking Inspections Per my inspection the Foundation and Insulation/Fire Caulking met and/or exceeded NYS Building Code. Feel free to contact AMP Architecture office with any questions or concerns. Sin Anthony Portillo, RA $r 1, 0 7105 ®F N�� PF '�' DEC - 7 2018 • � • • COMMENTS FOUNDATION ------------ 'FOUNDATION (2ND) Ram j km Imom MW rumAmwo-70 WAu ROUGH ENERGYINSULATION PER N.Y-. STATE •D AMA 0, ADDITIONAL COMMENTS - 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 L4Survey Southoldtown-By.gov PERMIT NO. )439Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 � Single&Separate ® �fl D on Form -Truss Identification- : r -Storm-Water Assessment Form r FE B 2 1 2010 Contact: Approved Mail to:!&'"np Disapproved a/c TOWN OF OL� Phone: U 31-`bay Expiration 20 - pector " APPLICATIONYOR BUILDING PERMIT Date-, 20 1j y INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy., I . " ' '., 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 demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. �. < (Signature of a—plAieant or name,if a corporation) - -- I fe® 0&;,� V-cA-. (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �a.�n 2� Q�/`�- u �Q,�o.+nc�r� ` '1'-Z-C=gna " (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians Licerise-No; Other Trade's License.No 1. Location of land on:wich proposed�yyork'_,will be done: " House Number Street Hamlet County Tax Map No. 1000 Section 'Block 44 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 an&occupancy e,40 cam' e,nca, �a v,r,; L" -- - b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair - Rem_ oval , = Demolition Other Work (Description) 4. Estimated Cost r-_ Fee f # ;f paid on filing this application) 5. If dwelling,riuintier of dwelling units ! Dumber`of dwelling<°u isn each floor If garage;number of cars, 83 ty Ll `6. If business, commercial or-mixed occupancy, specify nature and extent of each type of use. l31 A 7. Dimensions of existing structures, if any:Front ,i?�1,. r "r:' ' Rear 2Co.S- Depth i;=j2.9 Height ,-Number of Stories Dimensions of same structure with alterations or additions: Front L4'1. 3' Rear t ' Depth �3.q' Height - 2• L ` Number of Stories 2 8. Dimensions of entire new construction:Front t,31 Rear Depth Height Number of 8tories4- 9.- Size of lot:Front 1, • 0' Rear I f�Q" %,Z Depth 20d 10.Date of Purchase AZO\-1 Name of Former Owner 211of f V-1QA txyx-.k4 11. Zone or use district in which premises are situated - ®" 12.Does proposed construction,violate any,zoning law, ordinance or regulation?YES . . NO , 13.Will lot be re-graded?YES XNO Will excess-fill-be removed from,premises?YESNO 14.Names of Owner of premises Address Phone,No. Name of Architect Arn,A�&3n64 Tbr-4 i 10 Address: Phone No - 'Name'-of Contractor Address' '' ' Phone No:' 15 a.Is this property within 100,feet of a tidal wetland or a fre'shwate'r wetland? *YES NO . * IF YES, SOUTHOLD TOWN TRUSTEES&1D.E:C.'PERMITS MAY REQUIRED., j . b. Is thisproperryi�within 300 feet of a tidal wetland? * YES NOS * IF YES,D.E.C.PERMITS MAY BE REQUIRED.. . ; 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 4+-M If elevation at any point4on,property is at 10 feet or below,must provide topographical data on survey. 18.Are there any-covenants and restrictions Withrespectto this property? * YES NO * IF YES,PROVIDE A-COPY., STATE OF'NEW YORK) SS: COUNTY OF- M'Lf�) - - being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) s of said owner or owners,and is duly authorized to perform or have pework-and to make and file this application; that all statements contained in this application are true to the best of h knowled�l�i0t a ]_ 7ill be performed in the manner set forth in the application filed therewith.. Notary Public,State of New YorNo.01006158353 Sworn to before me this Qualified in Suffolk CountyQ&"- dayof 20� Commission ExpiresJan:02,20 ` Notary Public - Signature,of Applicant Scq Lt A. Russell � 2 SUPERVISOR MANJr D SOUTHOLD TOWN HALL-P_O-Box 1179 53095 Main Road-SOUTHOLD,NEW YORK nM Z�O - Town BUILDING DEPT. TO CHAPTER 236 - STORMWATER MANAGEMENT WORD WE UTHOLD (TO BE COMPLETED BY THE APPLICANT) DOM TM- S PROJECT IWOLYE AlgY OF TIME FOLLOWING.. ' Yes No (OiECK M-L 7NA'r APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E@ B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�jC -C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Er D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Rr 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, ignaturerQntaet-Information,-Date-&-County-T-ax-Map-Mumbe Llapter-236-does--not-apply-"ur-pra 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_ APPllCANT_ property Owner,Design Professionalnt Agent.Coractor,Other) S.C.T.M. $: 1000 Date. D strict NAME `, _ ��' -� �1c L± '2 21 I$ �DO��X}'ZXSCXI S r�J Block Loot /P,, FOR BUILDING DEPART LENT U O-NL`` u ( Cen ct information: -St S3/-A S2 3?_) .rh�Jsxx.�'om�i= Reviewed By. Dale: a.-a i -- Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit- Stormwater y` '� bo r � Stormwater)tilanagement Control Plan Not Required. SDO44 ,0 td ff—sto—rnMater Management Control Plan b Required. (Forward to Engineering Department for Review-) FORM = SMCP-TOS MAY 2014 F PPLICANT: $,C,TM ��nperty Owner,Design t rofessional,Agent,Contractor,Other) . (06Z 5UrCl].E'].PTER' 236a�1Stormwater Mama ernent Con)rrol Plan C ECIC LIST NAME. Q Section stock Lot S M C P -Plan Requirements: Provide ONE cop. of the Building P rmlt A Iication. Yni IY PP iDate: * The applicant must provide a Complete Explanation and/or Rea n for not rovidin(pi {523 `L2 I t�{j >w all information that has been Required by the following Checklist! providing I, A Site Plan drawn to scale Not Less that 60' to tl e inch MUST If You answered No or NA to any Item, Blease Provide Justification Here! .)liow all of tite following items: YES NO NA If you need additional room for explanations, Please Prove additional Paper, a, Location& Description of Property Boundarle' b. Total Sile Acreage, c. Cxisting - Natural & Man Made Features within 500 L.F, of the Site Boundary as required by §236-17(C)( ), ' d. Test Hole Data Indicating Soil Characteristics&Depth t Ground Water. —j—d t + i e. Limits of Clearing & Area of Pro osed Land Disturbance, 59 F. Existing& Proposed Contours of the Site (Mint um Z Intervals) I g. Location of all existing & proposed structure i roads, driveways, sidewalks, drainage Improvement &utilities, K Spot Grades & F)111511 Floor Elevations for all existing& proposed sh'uctures. i I. Location of proposed Swimming Pool and dis harge ring, ,I. Location of Proposed Soil Stockpile Areas, r d r K. Location of proposed Construction Entrance/Staging Ai ea(s), RE R QUIRED i, Location of i'o osed concl'ete washout area(s, Engineering at 765- 56fl before tn. Local ion of all proposed erosion&sediment control me ures. Backfill, OR Pro a ngineer's C rtification rbefo 2. Stormwater Management Control Plan must Include Calcul itions showing as een instal ed to codQ- that the Stormwater improvements are sized to capture,sto e,and infiltrate of-site the run-off from ail Impervious surfaces generated bya two(2")Inch rainfali/storm event, S15-11 WGIUde but n6t be limited ,3. Details&Sectional Drawings for Stormwater practices are req fired for approval, ton o r�tra Iterns re uirin details shall Include but not be limited to: g, Stabil nation a. Erosion & Sediment Controls, an ormactIV so 18 b. Construction Entrance &Site Access, ; c, Inlet Drainage Structures (e.g.catch basins,trenc i drains,etc,) rt '-' -11 d. Leaching Stt'uctul'es (e. . Infiltration basins,swale etc,) "rix AS; 'IDING DWT 1t)I1I:Nc,l�tl r:l�.li EP/;CtTNIF 11' USE ONLY� , ',....._-...-,...._._........ .I: ,_r.___�"..,::�.-:;::-. 07. tz l Additional Information is 111quired, .r"Appro`ed & I Stormwater Management C` ntrol Plan is p of Complete. Approved ed By: Q_ i Stormwater Management C' ntrol Plan is PoMplete. Date: $ I SMCP has been approved b the En inee 'n Department, l Y g g P FORM " SWC Check List -TOS MAY 2014 I ILDING DEPARTMENT- Electrical Inspector �p TOWN OF SOUTHOLD ~ Awn Hall Annex- 54375 Main Road - PO Box 1179 SOfPo Southold, New York 11971-0959 � 0 Sone (631) 765-1802 - FAX (631) 765-9502 roper.riche rt(cr)town.southold.ny.us APPLIG�ATION FOR ELECTRICAL INSPECTION -- - -- - - -- -------- _..---- --- ---- - - -. . .. Date: -- REQUESTED BY: Ifs Company Name: S'cK ,,,1 -Lc-C�k7 Name: A , S A l License No.: 35 14 — MC email: rvL 4AZ-40 Address: c uT c, ,v Z-e Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Dcv)-T6 Address: S6-< S Sa Cross Street: Phone No.: Bldg.Permit#: y Z y SZ email: Tax Map District: 1000 Section: 5 Block: Lot: -41 BRI/EF,.DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YE NO Issued On Temp Information: (All information required)- Service Size 1 Ph 3 Ph Size: ZZ d A # Meters 1 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 \00 a\ �ti `V atiao� Request for Inspection Form-As y S'qEE014-elG Town Hall Annex �•� y Telephone(631)765-1802 54375 Main Road < P.O. Box 1179 Fax(631)765-9502 c - _�`�`f`Sb�thotd�Y-1T971=09 ® �4� BUILDING-DEBAR-T-HENT - - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED - WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datg: Owner: 0.n 'I QA cl V cfD and PAP-` yl Ty 4-2-conck_ Location of Property: j 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-ap icable line)• Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): C�£� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 4 `RAM .�.r� PREVIOUSLY LAID B /rr rr rrr ' r/ rrrr rrr/r /rr /rrrrr i rriririri/rrrr //irrrr/��r/ r�r��ri�rrrirri/ rrrr rri rr `"`., `S FLOW //rrrrr //ri r/i/i rri// rrrrr rrrr/ r ♦r/rrr/r// r 1'' CONTOUR I,J KE OR 2"x2" 5TAKE5 I.5' TO 2' IN CROUND. =I I=I DRIVE STAKES FLU5H WITH TOP OF HA ALM. ;III=1 I ANCHO �'I NC DE-TA I i11111�I L/STRAhl BALE DIKE DETAIL - ` 5GALE: 1/4" : DIAMETER E 5' DEEP PRECAST a CONCRETE LEAGHINe RING 'a (5 W 5 � d RAVEL FILL v ti dq, SCALE: I/4" 18' MAX. G. TO G. U �Y wZY IL 4r 1y1� �it oN� 4 °MBED FILTER GLOS` =z 4N. 6" INTO eROUND — M 4' )TE: AIGRME/DIOONLIINEARRFf=AET 5 I LT FENCE DETAILS 50ALE: 1/4" TAX MAP N 1000-75-4-1 DISTRICT R-40 INoNwNrcmqIN6) VeSV PTION _ _AREA 7%6 Lar -- TOTAL LOT AREA - 25706.6 SF., ^---- - -- - - _ - - - 'EXI57I149 HOUSE 1,425.E SF. 54M EXISTIND GARAGE 564.0 S.F. SDX EXISTING COVERED PORCH S41.5 D.F. I-14% PROPOSED ADDITIONS 649.0 SF. 5M PRORDSW FORCH ADDITION 2543 S.F. ID% TOTAL AREA OF ALL STRUCTURES 5764.7 SP. ISM MAXIMUM COVERAGE ALLOYW■20S ®NEW IMPERVIOUS SURFACE AREA■ 1,1885 S.F. RAY HAIL AND/OR SILT FENCING f 0 0 - a CONNECT ALL�LEADERS COMIN-FROM OTTERS TO NEAREST DRYNEIL. TEST HOLE TO 8E DONE DURING INSTALLATION ON PRIOR TO , I�T� . � r� I INSTALLATION OF DRYWELL.IFSROUNI,AVI EELO11 IVA DE IS LESSCONTACT THAN 12' �� p� ✓� 1 HELOW-RADE CONTACT ARCHITECT I ��.E C, E A'T( R C �X��'�1 M. I FOR RE-DEBI-N of DRYWELL. F V V INASE PROPOSED SYSTEM RIF R q: " HAYBALES AND OR SILT FENCING 55 SHOULDER,AREA TYP. . 4 •.s ti. O �V ❑ 1300❑❑ 13❑000 ❑ 0013 ❑ ❑ 013000, /rte 'Oir lu o -III- 00000000000 pu� II—III_ ❑0❑0 ❑ ❑❑0❑❑❑o a � ❑ ❑a❑ o❑ ❑❑ ❑ � � -IIIII�III- ❑a❑ 0 ❑ 000013 ❑❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ O IL ry O� Oz MIN. DIAMETER �.t ":•, GON5TRUGTION ENTREANGE-FOUNDATION OF COMPACTED L SECTION L. ACH 5/4" STONE BLEND OR N.Y. 5TATE D.O.T. APPROVED R.G.A. FILL TO 15" (MIN) ABOVE EXISTING GRADE FOR DRAINAGE OORARY GONSTRUGTION ENTRANCE 5G4LE: I/4" u 4" VERTICAL FACE �3EDD I NC DETAIL L SCALE: 1/4" = 1'-0" I i t EX.ELV. 16.3' y Oq°35 �r-�--- N 1 1 � 1 , 1 1 1 PPIOP05ED 1 TEMPORARY i 1 EXIST. 15TRY CONCRETE AREA OF NEW GARAGE WA5HOUT AREA 1 CRAWL51FACE.EXIST. 1 HEDGE5 4 BU5HE PROPOSED 1 ALONG HOUSE TO BE ADDITION 1 REMOVED i 1 1 1 PROP05ED 1 ADDITION 1 ( 2� EXIST.2 STRY PROP.I;~` WD. FR. D.W.\�.? DWELLING F.F. = Iq.3' LOCATION 1 F NEW GAS PROPOSED 1 C D PORCH METER 2.4' DOVE EX. ELV. I'i.3' 1 .01IyTING H PORG 1 TOPSOIL 1 STOCKPILE yT G BRI AREA 1 600 S.F. t 1 1 � 1 s n � 1 m1 N 1 _ SR R N 0q°35'Op W o EX.ELV. 18.'1' 5 O u T R o 81. 44.00 +/ _TO MAIN ROPE «UTE 25) ' t i PLAN i RESceck Software Version 4.6.4 Compliance Certificate Project Devitio Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 565 South Harbor Road Southold, NY 11971 a a e o 0IM M"1101,11"Pol" Compliance: 11.5%Better Than Code Maximum UA: 478 Your UA: 423 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Front Elev.:Wood Frame, 16" o.c. 1,028 13.0 5.0 0.057 51 Orientation: Front Front Glazing:Vinyl/Fiberglass Frame:Double Pane with Low-E 111 0.300 33 SHGC: 0.31 Orientation: Front Doors:Solid 31 0.160 5 Orientation: Front Right Elev.:Wood Frame, 16" o.c. 969 13.0 5.0 0.057 49 Orientation: Right side Right Glazing:Vinyl/Fiberglass Frame:Double Pane with Low-E 84 0.300 25 SHGC: 0.31 Orientation: Right side Door 2: Solid 18 0.160 3 Orientation: Right side Rear Elev.:Wood Frame, 16" o.c. 811 13.0 5.0 0.057 42 Orientation: Back Rear Glazing:Vinyl/Fiberglass Frame:Double Pane with Low-E 67 0.300 20 SHGC:0.31 Orientation: Back Left Elev.:Wood Frame, 16"o.c. 946 13.0 5.0 0.057 48 Orientation: Left side Left Glazing:Vinyl/Fiberglass Frame:Double Pane with Low-E 61 0.300 18 SHGC: 0.31 Orientation: Left side Left Doors: Glass 35 0.300 11 SHGC: 0.26 Orientation: Left side Project Title: Devitio Residence Report date: 02/16/18 Data filename: C:\Users\Engineer's Computer\Google Drive\AMP Arch itectu re\Private Jobs\02_North Pagel of 2 Fork\DeVito, Dan 565-South Harbor Rd, Southold, NY-083017\04—Construction Documents\ResCheck\DeVito Rescheck.rck s Gross Area Cavity Cont. Perimeter First Floor:All-Wood Joist/Truss:Over Unconditioned Space 2,157 30.0 0.0 0.033 71 Ceiling 1:Cathedral Ceiling 351 30.0 0.0 0.034 12 Ceiling 2: Flat Ceiling or Scissor Truss 1,002 30.0 0.0 0.035 35 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Devitio Residence Report date: 02/16/18 Data filename: C:\Users\Engineer's Computer\Google Drive\AMP Arch itectu re\Private Jobs\02_North Page 2 of 2 Fork\DeVito, Dan 565 South Harbor Rd, Southold, NY_083017\04_Construction Doc uments\ResCheck\DeVito Rescheck.rck 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.30 0.26 CoolingHeating& Heating System:Weil Mdain EVG155 95.1 Cooling System: Water Heater: Name: Date: Comments 6adBlower do, jr PLACARDI't4qG FiEQUIPIE D and testing requ AP R VED AS NOTED PLUMBINC.-I DATES (0 B.P. TESTING EEFQR_l� By. FEE: NOTi BUIL ING DEPARTM5 AT 765-1802 8 AM TO 4 PM FOR THE LUMBER CERTIFICI ON FOLLOWING INSPECTIONS: LEAD CONTENT B1. -ORE 1. FOUNDATION - TWO REQUIRED C TIFICATE OF OCC f/ CRETE FOR POURED CON 'OLDER USED IN VV, TER 2. ROUGH FRAMING & PLUMBING -M CA OT UPPLYSYSTE 3. INSULATION CONSTRUCTION MUST EED 2110 OF 1% �-AD- 4. FINAL BE COMPLETE FOR C.O. HALL MEET THE ALL CONSTRUCTION S THE CODES OF NEW REQUIREMENTS OF YORK STATE. NOT RESPONSIBLE FOR Must provide anuals CONSTRUCTION ERRORS. LU DESIGN OR CONSTR m D, J and S per D NYS EnergJ Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES _j AS REQUIRED AND CONDITIONS OF 0 _j 'A < I I uvv TTS �11 N son mmumwlty,6 ES T,' U 1IR E D ')CCU,PANV U k I, i�aATE All t�Rtrrlor l;efhflng 42 ',.,-E REQUIREE) Conte-- a% 765-1560 befora Backfill,OR Prov,da Engincer's Certification jrj drainago has baen Install-A to Code. it, N 9 P 777!'�S�- 1_7=7- 7_77=7 0 Lli O ED A&C M. P 0 (P 03740'J A 0 OF N \Zl PROJECT: AZCONA/DEVITO RENOVATION x ARCHITECTURE ANTHONY PORTILLO, R .A. LEED AP 565 SOUTH HARBOR ROAD SOUTHOLD, N.Y. 11971 _T_ 4 - { tia15400 MAIN ROAD 254 36TH STREET, SUITE 256 DRAWING TITLE: MATTITUOK N .Y. 1.1952 BROOKLYN , N .Y. 11232 TITLE PAGE LLC 0:516-214-016 0 0: 716-5 7 2-4 7 4 1 PAGE: T-100 , DATE: 02/19/18 :1 OF 13 n n 17 CARPENTRY <E:)000' : NOTES � SPECI F I GATT O1�S I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8'15) UNLESS v IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWI5E NOTED. 6ETHErt AT ALL TIMES. IT 15 AL50 THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, „ VE SCRATCH GOAT MAINTAIN N BAWL SPACES TO BE 18 ABO 2. ALLL UMBER I G TO WORK /� SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR SITE LAYOUT L NOTES. ;.., , TIT ,. , : . . :.. LE PA . GE 8 MIN. FOUNDATION EXPOSURE. I OO L.OT C� r., I. THIS IS AN ARCHITECTS SITE i 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO TE PLAN � I S GENERAL PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" SUBJECT TO \/ERI F I CATI ON BY A LICENSED I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NEOE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. TAX MAP # APPLICABLE BUILDING DEPARTMENT. SUR\/EYOR. THE INFORMATION 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR REPRESENTED ON TH 1 S SITE PLAN IS TO THE ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. DISTRICT R-40 (GONOfi�MINC�) - �� SITE PLAN STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ARCH I TEGT'S BEST OF KNOWLEDGE. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 2. SUR\/EY INFORMATION WAS OBTAINED GENERAL NOTES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. DESGRI PT I ON °/O L 0 T AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, FROM A SUR\/EY DATED MARCH I, I�72 AND AREA COVERAGE 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. PREPARED BY: OF THE OWNER'BUILDER TOTAL LOT AREA 28708.6 S.F. A-200 HOEDOWN, ANCHOR BOLT, 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING , 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JIOB CONDITIONSYOUNG 4 YOUNG STRAPPING & NAILING DETAILS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFOiaE PROGEEDIN6 8• MIN. HEADER TO BE (2) 2 xl0' UNLESS OTHERWISE NOTED. 400 OSTRANDER AVENUE WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE RIVERHEAD, N.Y. EXISTING HOUSE 1,42S.�f S.F. 5.O/ STRUCTURAL DESIGN LOADS 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. A��O I FIRE BLOCKING UNLESS APPROVED BY THE ARCHITECT/ENOINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE EXISTING GARAGE 864.0 S.F. 3,p% 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE A-I. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND STRAPPING & NAILING DETAILS BEFORE THE START OF FRAMING ROOF AND 15 OF GPX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXISTING COVERED PORCH 341.3 S.F. 1.2/ NOTES b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES, APPLICABLE. 9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. PROPOSED I STORY ADDITION 7(0161a.0 S.F. 2.4% DM- � OO DEMOLITION PLANS NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND CLUED, U.O.N. [7 10.GERTI NER/BE , CERT. OF USDEP, ARE RESPONSIBLE OR COMPLETION ND RU.L.INSPECTIONS, APPROVALS, 12.12• EXTERIOR 5HEATHIN& TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR PROPOSED 2 STORY ADDITION W S.F. APPROVED EQUAL. ISI.O O.�% II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT PROPOSED PORCH ADDITION 284,5 S.F. 1.0% J� v PERMISSION FROM THE ARCHITECT. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. J-�-`�0O FOUNDATION DEMOLITION PLAN L1J 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS 5RACIN6 AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS TOTAL AREA OF ALL STRUCTURES 3764.7 S.F. 13,1% FOUNDATION PLAN ~ C� RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". _ _J J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.. A-2OP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE MAXIMUM COVERAGE ALLOWED = 20% 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL l""'t-400 FIRST FLOOR PLAN Q TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. BROOM GLEAN. �- 1"1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 - 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. AND ORDINANCES. A®40 1 SECOND FLOOR PLAN GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB .. � � 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. - THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE `YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING rte• COMPLETION OF PROJECT. AS PER PAGE A-1 THROUGH A-3. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, „ „ 05,5100 ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERILLIN5 A TREATED LUMBER U 5 A-'402 ATTIC PLAN A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA G22;WHERE FRILLING AND/OR GUTTING OCCURS, FIELD .. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L095 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD � ROOF FRAMING PLAN IC-ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM,I). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANOER5, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NE&LI&ENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 1 - 00 SECTIONS CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY 012 INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR NH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN 1.9E MIGROLAM PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM ELEVATIONS TOOF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'5 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN05 CONTRACTORS ATTENTION IS DIRECTED A THE APPLICABLE DETAILS, AND SPECIFICATIONS OF WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PA6E5 A-I, A-2, b A-3.THE FASTENING SCHEDULE AUTHORIZATION OF THE ARGHITEGT/EN6INEER. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING A. THE CONTRACTOR SHALL BE RESPON515LE FOR ANY SHOP DRAWIN65 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENING A-601 ELEVATIONS NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNGTICN WITH THE PERFORATED 1 PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEC.'s). HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE E RELOCATE A5 REQUIRED ALL EXISTING WORK EXIST. 15TRY WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMANI LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: GARAGE IS NOT WOOD P05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, PART OF THIS � `- 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. FILING EXIST. DRIVEWAY -�0O PLUMBING RISER DIAGRAMS SPECIFICATIONS, UNLESS NOTED OTHERWISE. WALL w/STEEL SHIMS 4 A MIN. 3/4' OF NON-SHRINK &ROUT SECURE w/(2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION 5OLT5 ® GAS RISER DIAGRAM 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALL5 a 12" LONG HOOKED BOLTS ® NEN FOUND. WALL5). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRES REINFORCING (® MIN. 16" 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 1 EXIST. GONG. meq, STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, PATIO H FOUNDATION, CONCRETE, AND MASONRY U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE w LONG w I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT w/b" R15E 4 w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE&5 APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PA5E5 A-1 THROUGH A-3. o 5UB-CONTRAGTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF e2' PROP. I STORY% V THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2V k ADDITION -" 2. ALL FOOTIN65 TO BEAR ON FIRM,VIR61N, UNDISTURBED 501L ASPHALT ROOFING SHINOLE5 I»•O' ui I. ALL SLOPED ROOFING 5HINCLES SHALL BE GAF-CLA55-A ASPHALT ROOFING Q 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. SHINOLE5 OR APPROVED EQUAL. sa p v 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW CRAVE,UNLE55 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE �c+�PRRY OTHERWISE NOTED NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE c+/ ADDITION AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALLuj 44i4 ir 1 1 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON D12AWIN65, U.O.N. LINE. R 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF UNTIL 151 TIER OF FRAMING 15 IN PLACE. CONSTRUCTION. PROP 3b EXIST. 2 STRY H . s �EtCD�RC+ a•a';�;% 2 STORY FR. DWELLING �� N Ni. PQ l'. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S , std' ADMIT, ih SPECIFICATIONS. 5. ALL OPENIN05 FOR BEAM POCKETS, UTILITIES, ETC. TO OE FILLED SOLID WITH CONCRETE. 5. NAILING OF ROOFING SHALL BE TO CODE. O 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 6. CORROSION RESISTANT II &ACE ROOFING NAILS AND Ib &A&E STAPLES ARE PERMITTED 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 "",.PROF. PORCH; DAYS OF 4,000 P.S.I., U.O.N. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR A5�' ADDITION, i Q 52•q �. 03740' �© 2:12 PITCHES TO 4:12 PITCHES jq5 FOF NEvN 11. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH b MIL. POLYETHYLENE VAPOR BARRIER UNDER 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EX15TINO COVERED ` PORCH 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE5115TANT TIES - CODES AND REFERENCE STANDARD: 6p0 5g'O1 PROJECT: (1) WALL TIE PER (3) 50. FT. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 14. FLASH JOINT AT BRICK LED6E AND PROVIDE WEEP HOLES, BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY AL7 �ONA/DEVITO MAINTENANCE CODE. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFIN6 TO EXTERIOR OF FOUND. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,HOOP FRAME OF K RENOVATION WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME ydAd- FROM FOOTING TO 2" ABOVE FINISH GRADE. CONSTRUCTION MANUAL BY AF b PA. B�L1GK 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO CODE. .n CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL o 565 SOUTH HARBOR ROAD 1'7. NO AMMIECT/ IVE5 ERLL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE.ARCHISOUTHOLD, N.Y. 11971 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, rt I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALL5 AND NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. WHERE EVER APPLICABLE. 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA s DRAWING TITLE: MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. SITE WORK GENERAL NOTES PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK I. STAKEOUT 15 TO BE PERFORMED BY A LICEN5ED SURVEYOR CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, SITE PLAN 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED RECEIVE CLARIFICATION FROM ARCHITEGT/EN&INEER PRIOR TO PROCEEDING. u1 �3�•�O AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" Q DEEP d 3'-O" BELOW GRADE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING SITE. ELECTRICAL: STOCKPILE ALL EXCAVATED MATERIALS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE �- PAGE: TO 2011 NATIONAL ELECTRIC GORE, NFPA 70 AND 2015 INTE=RNATIONAL ENERGY CONSERVATION CODE. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.2. _ COMPLETION CONTRACTOR WORK.URNISH A FIRE UNDERWRITERS CERTIFICATE UPON 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. �1o3>j Q W A-100O 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: - GENERALLY, VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS w/BATTERY BACK-UP IN: 5 4, 0o: kl ® DATE: 02/19/18 2 A. EACH SLEEPING ROOM OF 13 B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) ARCM I TECTURAL SITE PLAN G. EVERY LEVEL OF DWELLING (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) SCALE: I'-O" = 15'-0'• 1�t�-� I I LOAD FASTEN I NC SCHEDULE A GOI 5TRUGT I O I V ETA I LS l$ W I I�lD OAD PATH NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 I� I /� I ANO�#OR BOLT 5FEG 1 F I GAT I ONS (5EE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, G O I it lI E C,71 O I C D E 7A L S AND ROUGH OPENING FRAMING REQUIREMENT5) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFGM TABLES 3.2A 8 3.28, P. 112) " CORNER FtnR ALL STRUC-TURF5• FASTENER SPEC. FASTENER CONDITION 5/a"-P ANCHOR BOLTS a 5q" O.G. DESCRIPTION AND QUANTITY SPAGIN5 34" .. ROOF I$ OEILINC FRAMING NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD jai I. MIN. 7" EMBEDMENT INTO CONCRETE w/ 5" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER JOIST BLOCK I NC JOIST HANG EEND 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. b FILL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP ' J TOP TWO COURSES SOLID CONDITION 2• ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAIL) cf-Ibd COMMON EACH LAP C I RDER/HEADS OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE WOOD GIRDER WOOD JOIST 5. ANCHOR BOLTS ARE To BE BETWEEN 6" 4 12" PLAN DIAGRAM OF ZONES FROM ENDS AND CORNERS (TWO a CORNERS) BLOGKIN6 TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOEDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NC OVER WOOD O I RDER JOIST FRAM I NO FLUSH W 1 TH O I RDER/HEADER WALL FRAM I NO w TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT U TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE U STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. () J HEADER TO HEADER (PAGE-NAIL) I6d COMMON 16" O.G. ALONG EDGES Q e� WALL STUD WALL STUD TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-fbd COMMON 4 PER STUD BOTTOM PLAT BOTTOM PLAT TTOPLATE TO FLOOR JOIST, BAND JOIST, F 2-Ibd COMMON 12 PER FOOT DOUBLE JOIST DOUBLE JOIST BATHTUB SUB FLOOR BOM E0OM or BLOCKING (PAGE-NAIL) FLOOR FRAM I NC 9 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST BRID61N6 TO J015T (TOE-NAIL) 2-5d COMMON EACH END BLOGKIN6 TO J015T (TOE-NAIL) 2-5d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS BLOCKING TO SILL or TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-ad COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J015T KING STUDS RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE STUD ROOF SHEATH I NC l`�I ,L� I I�l O/5 T R A F F I I�l O © W (V D O W/DOOR HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, ad COMMON 6" EDGE „ INTERIOR ZONE THIS SECTION) ad COMMON 6" EDGE ZONE / 12" FIELD HEADER I�l PERIMETER ' / 12 FIELD TOP PLATE (4 O.G. a GABLE NOTATION: JACK STUDS A- NUMBER OF ad NAILS a EA. END OF STRAPPING (5:7,P. 151-2001) GE I L I NO SHEATH I NCS WALL STUD B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (5.25B,P. 195 -2001) G- NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (5.250, P. A5 - ALTERNATU.25D,PG. 194 -2001) GYPSUM WALLBOARD I 5d GOOLERS� T' EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE (5.7,P. 15"1 d WORK5,HEET-2001) - E- NUMBER OF JACK STUDS a EA. END OF HEADER (522F,PI91-2001) WALL SHEATH I NO DF- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER GOl`�INEGTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(5) a EA. SIDE (DOES NOT APPLY TO DOORS) _ G (5.5,P. 151 e WORKSHEET -2001) STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD B F_ FASTENING SCHEDULE 8 GYPSUM WALLBOARD 5d COOLERS T' EDGE / IO" FIELD w lel I ND RES 15TANT CONSTRUCT I ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F (IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATH I NO (5UBFLOOR) CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI RIDGE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: RAFTER-TO-WALL H-T APPLY TO EACH RAFTER r' or LESS ad COMMON 6" EDGE / 12" FIELD H _OU A B G D E F G GREATER THAN I" IOd COMMON b" EDGE / 6" FIELD p OPN6 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 1 1 1 I 4'-0" 4 1 2 2 2 2 L -A PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MIN.) _ REQUIRES (3) 2 xl2 HDR (MIN.) HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD 7 2 5 4 4 4 �C7� �N M' CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END 037 IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE yr 3740 �o (USE WITH 3" SQUARE WASHERS) SOF N� USE THE FOLLOWING OR APPIROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 51 ,LIG 1 O OF TOF I 1. ATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. STRUCTURAL DES I C N LOADS PROJECT: TOP PLATE AZCO NA/D EVITO SPLICE LENGTH USE LIVE LOAD DEAD LOAD TOP PLATE SPLICE REQUIREMENTS, TOP PLATE SPLICE REQUIREMENT5 RENOVATION GONTI NUOUS BUILT—UF O I RDERS I FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES B+l G - EXTERIOR BALCONIES 60 psf 15 psf i y�,� THREE OR MORE SUFPOR75 ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SGHE,DULE BUILDING MINIMUM SPLICE" BUILDING MINIMUM SPLICE"' DECKS 40 psf 15 psf CONNECTION 3 IB /E 4 OF Ab DIMENSION (FT.) LENGTH (FT.) DIMEN51ON (FT.) LENGTH (FT.) PAS5AN57ER VEHICLE 6ARA6E5 50 psf AS PER PLAN 565 SOUTH HARBOR ROAD DESCRIPTION SOUTHOLD N.Y. 11971 PATTERN ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER i „ ATTICS WITHOUT STORAGE (ROOF BELOW 5 PITCH) 10 psf 15 psf (2)ROWS IOd ILS. 12"O.G. MAX.32" SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 12-O„ :2'-0"/:21-611 12-O11 3-O A NAP' SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE l 11 11 ATTICS WITH STORAGE (ROOF ABOVE 5 PITCH) 20 psf 15 psf B (3)ROWS IOd NAILS• 12”O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6-O 3-O /3-a I6-O 4-O DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (2)ROWS 1/2" m BOLTS• 12"O.G.STAGNERED; x,10-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf HOLDOWN, ANCHOR BOLT, DBL.o ENDS BUILT UP 61RDER P MAX.32" TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. D (2)ROWS 1/2" m BOLTS• Ib•O.G. ,_ „ , „ ,_ „ SLEEPING ROOMS 30 psf 15 psf STRAPPING, & NAILING DETAILS 24 O 41-0"/5'-0" 24-O b O E (2)ROWS In"m BOL75 a 24"O.G. TWO-PIECE 61RDER5 ARE TO BE NAILED FROM ONE 51DE STAIRS 40 psf 15 psf STRUCTURAL DESIGN LOADS AILING: BETWEEN 1/6 2b'-O" 5'-O"/6'-3" 28'-O" 7'-O" (2)ROWS 3-3/5"TRUSSLOGK SCREWS 0 12"O.G. d I/4 OFA WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F S)ROHS ON(U SIDE OF MEMBER OTHERS 5TA66ERED WITH A DISTANCE OF 16 INCHES GUARDRAILS AND HANDRAILS 200 psf 15 psf (2)ROWS 3-3/5"TRU55LOOK SCREWS a Ib"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 52-0 6=0'/'1-b 52-0 &I-oil 6 SCREWED ON(1)SIDE OF MEMBER TO BE NAILED FROM EACH 51DE w/ IOd NAILS, TWO NEAR PAGE: EACH END OF EACH JOIST, OTHERS 5TA65ERED w/ A I.TABULATED SPLICE LENOTH5 A55UME TOP PLATE-TO-TOP PLA7r; 56'-O" '1'-o"/b'-9" 36'-O" q'-O" 12 psf FOR ATTIC H (2)ROWS 3-3/5"TRU55LOOK SCREW5• 24"O.G. CONNECTION U51146 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE ROOF LORDING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR CATH. SGREVED ON(I)SIDE OF MEMBER P DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. THREE-PIECE PROVIDE ,THE NAIL SPAGIN U SHALL BE REDUCED IN ORDER TO „ „ " A-200 (2)ROWS 5"TRUSSLOGK SCREWS• 12"O.C. . PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0" a-O /10-O 401-0.1 J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32 THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A ENIILDIN6 LOCATED *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (2)ROWS 5"TRU65LOGK SCREWS O Ib"O.C. IN EXPOSURE B 50'-O" 10'-O"/12'-b" 501-0" 151-0" K 11 SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TA66ERED w/ ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) L (2)ROWS 5"TW)SsLOGK SCREWS•24" O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 3.TABULATED SPLICE LE:N6TH5 ARE BASED ON a FOOT WALL SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT 601-0 LATERAL LOADS SHALL BE MULTIPLIED BY H/a; FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE ., „ DATE: 02/19/18 3 OF 13 NOTE: P FOUR-PIECE 6IDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR '10-O 141-011 70-O Ill-Oil 1.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP To THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN'A'WHEN 5"OR SMALLER GIRDER. b0'-O" 161-011 b0'-O" 22'-0" 3 CONNECTION PATTERN 'B'WHEN 10"OR LARGER P� q'WALL- 1.125 10'WALL- 1,25 2.WHEN 50REWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL -1.375 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P 61RDER5 ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, 12'KALE- 1.5 THI5 COLUMN w/MULTIPLIER FOR 10'-0"KALE NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL 7"r I GAL NA I L I NO/STRAFF I NO REOU I REMENTS FOR ADDITIONAL NOTES $ SFEG 1 F I GAT I ONS FREBLOG K I NO FOR PLATFORM HOOD FRAM I NO Ui=L I FT, SHEAR, I$ LATERAL NI ND RES I STANCE (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) 7"rFIGAL NAILING/STRAPPING REQUIREMENTS FOR I-JOISTS UPLIFT, SHEAR, 4 LATERAL WIND RE515TANOE I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THI5 SECTION, THE GOVERNING I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES AS FIRE-STOPPING. BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T CONNECTION DI D2 SERVES AS FIRESLOPPING. NOTCHING AND BORING OF SOLID SAWN RAFTERS 5. FOR PLATFORM FRAME CONSTRUCTION, THE SOLE AND DOUBLE NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE GUT PLATE SERVE AS FIRESTOPPINC IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE r,_. - SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTER DEPTH. WHERE NOTCHES JOIST SERVES AS FIRESTOPPIN6. AT STUD TO FLOOR ASSEMBLY TO SILL ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. • PLATE(5) GONNEGTION: BORED HOLES ARE LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OR OF NONCOM-BU5TIBLE FILL. FOR STRAP - 3 8 d COMMON NAILS ® EA. b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE I IN END OF STRAP (WRAP STRAP UNDER SILL PL.) NOTCHING AND BORING OF STUDS AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN _IAo NOTCHES IN EITHER EDGE OF 5TUD5 SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD JOISTS SERVE AS FIRE5TOPPIN6. D I A « FOR EA. PLATE TO STUD ABOVE B OR BELOW - OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND _ _16_ d COMMON NAILS EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF 2 INCHES F WOOD BLOCKING PLACED BETWEEN JOISTS ALTERNATE CONFIGURATION - ABOVE STUD TO THE STUD. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION 4 3 SERVE 8. THE HEADER DIRESTOP ES a FLOOR CONNECTION w/ # LPT4 51MP50N (OR ADER SERVES AS FIRE-STOPPING. EQUAL) ® PLATFORM TO SILL PLATES Q. TWO-INCH WOOD BLOGKINO OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO STANDARD/ALTERNATE M: MATERIALS STANDARDS STRINGER TO SERVE AS FIRE5TOPPING. w THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE U5E OF ANY MATERIAL 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR IIx OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH = 'E AND THE AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL F— APPROVED AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURALHELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF w THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 OF THIS DOCUMENT ( THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD = COUNCIL'S WFGM WOOD FRAME CONSTRUCTION MANUAL AND THIS P D FORMAT, AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 0 J AS APPLICABLE AS A DERIVED WORK ). AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME GON5TRUOTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON Q CONNECTION GI T027 M I IDENTIFICATION -LOCATIONS REQUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PREFABRICATED WOOD I-JOISTS, STRUCTURAL AS FIRESTOPPING. COMPOSITE LUMBER, PREFABRICATED WOOD TRU55E5, GYPSUM, HARDBOARD, AND STRUCTURAL PANELS, FIRE- WOOD FIRESTOPPING FIRESTOPPIN6 SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN M.I THROUGH MI.B. STOPPING FIRE- FIRE- FIRE- SOI„E STOPPING STOPPING _ « M 1.1 LUMBER -'"� J_ • AT STUD TO FLOOR ASSEMBLY ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES VE" G I TO STUD CONNECTION: IN AN ACCREDITATION PROGRAM, SUCH AS THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. FIRESTOPPINNS two THE GRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH INS 19 IED TO UNVVRS[Ve FOR STRAP - 3 8 d COMMON COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-q9. LOCATION I LOCATION 2 LOCATION 3 JOISTS LOCATION 4 NAILS ® EA. END OF STRAP M 1.2 GLUED LAMINATED TIMBERS BLE FOR EA. PLATE TO STUD ABOVE B OR GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/ALTG A I clod STRUCTURAL GLUED S NO FI OPPI INN& ALTERNATE LOCATION BELOW - 2 16 d ��COMMON NAILS LAMINATED TIMBERS. FIRESTOPPIN6 P4000 FIRESTOPPINS OF GIRDER M 1.3 PREFABRICATED WOOD I-JOISTS LOCATION 5 LOCATION b • ASSEMBLIES U51NO PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 STANDARD SPECIFICATION FOR ESTABL15HINS AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS 2•SPACE NOT ® SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FIRESTOPPING TO BE FILLED NONCOMBUSTIBLE FIRE5TOFPIN9 APPROX.I INCH THICK M 1.4 STRUCTURAL COMPOSITE LUMBER I ' SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OFOGATI ON7 ., L ASTM D545b STANDARD SPECIFICATION FOR EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, GUMEN, THIS DOTHE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FIREsroPPING 01 \ LOCATION 8 LOCATION CONNECTION A M 1.5 PREFABRICATED WOOD TRUSSES LOCATION 10 ASSEMBLIES USING PREFABRICATED WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, OR THE MANUFACTURER'S CODE EVALUATION REPORT. AT RAFTER TO RIDGE M 1.6 GYPSUM GONNEGTION: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ,\5TM 036 6 SPECIFICATION FOR GYPSUM WALLBOARD, A5TM 037 SPECIFICATION FOR GYPSUM LATH, OK G-!ASTM cl ABBREY i AT I O N5 FOR STRAP - 2 S dGOMMON SPECIFICATION FOR GYPSUM SHEATHING BOARD. r NAILS ® EA. END OF STRAP M I.7 HARDBOARD HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF AN51/AHA A135.4 BA5I0 K KIPS(1000 LBS) HARDBOARD OF ANSI/AHA AL35h HARDBOARD SIDING. ABBREVIATIONS MAW.SPEG.'� MANIFAGTURER S SPECIFICATIONS BD. BOARD MAX. MAXIMUM --- ' M 1.5 STRUCTURAL PANELS BFE BASE FLOOD ELEVATION MAX. MECHANICAL M 1.8.1 PLYWOOD BLDG. BUILDING PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF I BM BEAM MIN. MINIMUM NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 5.0. BOTTOM of w NYG BG NEW YORK CITY BUILDING CODE INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (P52) BOT. BOTTOM 2 PERFORE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE EVALUATION REPORTS. O.c. ON CENTER 2 N A I L I N O O R I D B.O W. BOTTOM WALL OCG. OGGUPANGY G.J. GEILIN6 JOIST M 1.8.2 PBFE PRELIMINARY BASE FLOOD ELEVATION ORIENTED-STRAND BOARD (055) WAFERBOARD ORIENTED-STRAND BOARD OR WAFERBOARD DBL. DOUBLE P.CONC. POURED CONCRETE LLj I.DIM13 ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S. DEPARTMENT OF GORNMERGE VOLUNTARY DFE ME51ON FLOOD ELEVATION PL PLATE Q 11 COMMON NAIL w/o PREBORED HOLES. PRODUCT STANDARD 2 (P52) PERFORMANGEVOLUNTARY PRODUCT STANDARD FOR WOOD-BASED DIM. DIMENSION O STRUCTURAL- USE PANELS OR APPLICABLE CODE EVALUATION REPORTS. PLYWD. PLYWOOD �`� 2' 2.WOOD 15 A55UMED TO BE Dr,#2 d BTR. IN DRY USE D.J. DECK JOISTS p,T. '�PRESSURE TREATED R.R. 2" n SERVICE M 1.8.3 PARTICLEBOARD EA. E'er REOD REQUIRED \ 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL PARTICLEBOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO AN51 A208.1 ELEV. ELEVATION RI R15ER ry (EVID'ENT DURING INITIAL INSTALLATION) PREBORE THE NAIL AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. EQUIP. EQUIPMENT • • • • • • • • fir HOLES,SET NEW MEMBER. EXIST. EXISTING RM. ROOM • • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED M 1.8.4 FIBERBOARD RR ROOF RAFTER • . . FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF EXT. EXTERIOR STL. STEEL C C.J TIES '5" 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO ANSI/AHA AIcl4.I CELLULOSIC FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR GELLULO510 F.A.I. FRESH AIR INTAKE �� .� po' TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE S.V. SMART VENT 6RAPHIG BELOW) FIBER INSULATING BOARD. FAR FLOOR AREA RATIO TBD TO BE DETERMINED �� 0 � b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY F.A.V. FRESH AIR VENT 5ECT'ION 12.4-PLACEMENT OF NAILS 3 SPIKES < TABLE M 1'8'5 FF FINISHED FLOOR ITEC 6L. TEMPERED GLASS GR 4--1. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL THK. THICK FF ELEV. FIRST FLOOR ELEVATION MEET THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 (P5- 1), T.O.W. TOP OF WALL THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE F.J. FLOOR JOISTS Tr TREE EVALUATION REPORTS. FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION n p TYPICAL >1 03740'b M 2.2 FASTENERS AND CONNECTORS ALL FASTENERS AND CONNECTORS SHALL CONFORM TIO THE STANDARDS FR. FRAME U.o.N. UNLESS OTHERWISE NOTED op FRPRFIREPROOF SPECIFIED IN M 2.2.1 THROUGH M 2.2.7 .. V.I.F. VERIFY IN FIELD OONNECTI ON 81 4 B2 AT RAFTER TO TOP PLATE TO STUD GYP.BD. 6YFWM BOARD wi I WITH CONNECTION: M 2.2.1 BOLTS H.D. HOLD DOWN wD — + BOLTS SHALL COMPLY WITH ANSI/A5ME B 18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INGH1 SERIES). HDR HEADER ZR zoNIN6 REsoLurlON PROJECT: o 60 FOR STRAP - 3 8 d COMMON NAILS ® M 2.2.2 LAG SCREWS HNGR HANGER « . EA. END OF STRAP: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ASME 818.2.1 SQUARE AND INSUL. INSULATION AZCONA/DEVITO WHEN IN TOWN OF 15LIF OR NAILING INT. INTERIOR SEe HEX BOLTS AND SCREWS (INCH SERIES). I'1OTE GEOMETRY EXCEEDS THAT PERMITTED IN BI • • MAX. NAILING GRID ABOVE UTILIZE M 2.2.3 TRU55 METAL CONNECTOR PLATES RENOVATION jI I I 51MP50N # H2A (OR EQUAL) RAFTER TIE TRU55 METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 GONS'TRUGTION, THE GOVERNING + FOR TOENAILING - 3 _8_d COMMON NAILS BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. U SAME • CONNECTION RQMN 5 FOR G.J. TO R.R. - q I6 d COMMON NAILS M 2.2.4 565 SOUTH HARBOR ROAD (WFOP.HEN AAPISE O.J.'sPLIGABLI=J r�~ FOR EA. PLATE TO STUD ABOVE $ OR BELOW METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SPECIFIED,(MINIMUM SOUTHOLD, N.Y. 11971 A5TM A653, STRUCTURAL QUALITY, GRADE 33 STEEL SHALL BE USED. OTHER METAL GONNEC:TOR5 SHALL MEET THE COMMON NAILS REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS A5 5ET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. M 2.2.5 NAILS DRAWING TITLE: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: FIREBLOCKING NAILS, SPIKES, AND STAPLES. SOLID STRAPPING, & NAILING DETAILS F}LOGKIN6 M 2.2.6 PNEUMATIC NAILS AND 5TAPLE5 v EA.BAY PNEUMATIC NAILS AND 5TAPLE5 SHALL MEET THE REQUIREMENTS OF THE NOTES GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE B2EVALUATION REPORTS. M 2.2.7 50REW5 • • SCREWS SHALL COMPLY WITH AN5I/A5ME B 18.6.1 WOOD5CREW5 (INCH SERIES). PAGE: . A-201 END act NAILS• EA.E DATE: 02/19/18 4 OF 13 STRAP w/( AT G.J. TO G.J. CONNECTION: OF OF EA.STRAP TO EA.JOIST-(AOR ALTERNATE USE FOR G.J. TO G.J. - Of 16 d COMMON NAILS - 51MP50N H2.5A) (5ENERAL 5)"'M50L fKEY : _ EXISTING TO BE DEMOLISHED HARD WIRED SMOKE DETECTOR t� 5M w/ BATTERY BACK-UP l EXISTING TO REMAIN Q CARBON MONOXIDE NEW WOOD FRAME (L.O. GO DETECTOR 5TL. WHEN APPLICABLE) NEW BRICK VENEER Q HARD WIRED SMOKE AND CARBON SM/CO MONOXIDE.DETECTOR COMBO NEW POURED CONCRETE w/ BATTERY BACK-UP NEW/EXIST. LOAD BEARING ® 50 G.F.M. EXHAUST WALL FAN w/ DAMPER WALL (EXIST. OR PRO.) TO HAVE 50 G.F.M. EXHAUST 5-1/2" F.O. SOUND BATTS FL FAN $ LIGHT COMBP W DAMPER ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. EXIST. TUB TO BE REMOVED EXIST. ELECT. EXIST. RADIATOR TO METER TO BE BE REMOVED W REMOVED i EXIST. (^-----—- EXIST. BATHROOM TO BE CLOSET TO 1 1 J 1 I \ REMOVED. CONSULT WITH DEMOLITION NOTE: BE REMOVED ® F- EXIST. WALL I EX 5 I 1 I OWNER FOR FIXTURE I. ENTIRE KITCHEN 8 FOYER/LAUNDRY I DEMOLITION NOTE: TO BE I I G ---_--�/ REMOVAL B STORAGE ROOM TO BE REMOVED. CONSULT ALL EXIST. WINDOWS I. ALL EXISTING RADIANT HEATING TO Lu WITH OWNER FOR APPLIANCE TO BE REMOVED $ BE REMOVED. EXIST. 2"X4" RR I_ REMOVED�I 2. ALL EXISTING WINDOWS TO BE ® 22" 0.6. REMOVAL AND STORAGE. \\ / EXIST. REPLACED (TYP) REMOVED AND REPLACED. I J ALL EXIST. WINDOWS fir♦ / 2. ALL EXISTING WINDOWS TO BE TO BE REMOVED k II I REMOVED AND REPLACED. REPLACED (TYP.)�II i EXIST. O BATHROOM ILuQ I III BATHROOM III EXIST. ATTIC Q EXIST. Iry� =�� i��1� III STAIRS TO BE ENTRANCE TO I II II _ I I REMOVED I .D BE REMOVED r--T-r- r- I II �-- ----------5----------- --- r-- ------------- -- - I � _�-- - - T � I I I - I I I -r-7 nII r---- I.- ---- I -- -- � `% - �I-J I +� I I I I III I EXIST. CLOSET, u-� UPI I I I I I I EXIST. I I I I I I I l��j \lei I L J I I I III DOORS $ WALLS \\ I I I I I GL. u ---1 _ -L------____--, I I I TO BE REMOVED EXIST. III \ ��-_L-1_1-1_-LJ L-_--__ II I II I I I IDN. I I I �� 1 I I I III GL• 1 i r_______ _______ II I I I I I I I I I UP EXIST, I I I I III --_-� I I I i II CHEM I I I I �� I L � 1 1 L L _L1_ _I_ � I I I Ir T--1 Iu,J I II I I I I I I I I I I I I I EXIST. CLOSET 8 ------- WALLS TO BE I REMOVED EXIST. STAIR TO DEMOLITION NOTE: KITCHEN FLOOR NOTE: I I I III I I I I EXIST. III I BE REMOVED. I III I BEDROOM II INFILL FLOOR TO I REMOVED EX15TINO REPLACED. FLOOR N5 TO BE I I EX15�T. WOOD FLOOR TO BE REMOVED L- I W I I D I i II I I I I I II I I ff -1 I I I I I I III I EXIST. PORTION I MATCH EXIST. I I I �STORED TO BE RE-USED ON SECOND 11 I I I L___J L- -_J I II I �--� FLOOR ADDITION I I I EXIST. STAIR I I EXIST. WINDOWS OF WALL TO BE II i I (1 a_ I I I REMOVED FOR RAILING ff ( hi�l I 41 I I I I I I TO BE REMOVED II � WINDOW TO BE I I III I NEW WINDOW II I )EXIST. WALL, DOORS E II I I I REMOVED IL EXIST.I EXIST. I I I EXIST. WALLS & III EXIST. 2"Xb" R.R. I EXIST. 2"Xb" R.R. Z I CABINETS TO BE REMOVED. I \ I ® 22" O.G. ® 22" O.G. O II I I ,�J FOYER/LAUNDRY \ I I DOOR ro BE STAIRS REMAIN I I I I ROOM I I / �\ REMOVED E \ / I O / J / 1 O ON. IL_1._� /� -T-T- III � �� / � LJ_J III EXIST. RADIATOR / I II I I II ION. I O I III �p� TO BE REMOVED III I LLJ I I 111 I I I a m o r77771 a. Fff I ' I I ---- -----� �� I I EXIST. p -------------- �I(� EXIST. DINING ROOM �� I I BEDROOM _ RADIATORS TO BE I I • i i ® / I N III REMOVED 3 I 1 \ III RELOCATED 1 1 I I O EXIST. I I III I I BATHROOM �' I I � � I EXIST. J III I I I 1 1 FLOOR TO Q I EXIST. DINING REMOVE EXIS III I / III � I I I EXIST. WALLS, / I I �p V \ / I BE � 1 ROOM SHELVING AND Iii i WINDOWS ff I X \ I / I REMOVED FIREPLACE MANTLE REMOVE EXIST. I 1 1 / ALL EXIST. WINDOWS I DOORS TO BE I I BENCH SEATING B I REMOVED _ TO BE REMOVED B 1 N I N N 1 Z III I rL �_-- III I I I N \ / I N I I RADIATOR I II I �i i -__ REPLACED (TYP.) I ~ 0 L"' I I I EXIST. WINDOW N ® I � I I I II - - III I w \ I / I TO BE X w I I EXIST. WALL TO EXIST. LIVING I III EXIST. I EXIST. I \ / I REMOVED. WIDEN W I O I I BE REMOVED ROOM ALL EXIST. WINDOWS III I BEDROOM 1{Irl \ / OPENING FOR I i w I _ n GL. II I II 2X10 RIDGE I NEW WINDOW. II II I TO BE REMOVED 3 III rl� Ij �� II __________ -_-_-_- I IIS- — — — — — — — — — — — —I — — — — — — — —HII i w w I I REPLACED (TYP.) I -�-- I 0 rLIJ ALL EX15T. WINDOWS I III I I I I 1 / I I EXIST. WALLS II I I EXIST. CLOSET 8 \ 1 a 1 U V a TO BE REMOVED d 1 I II I I L-_ ____ $DOORS TO BE 1 1 IY DOOR TO BE / I \ \ I _ 0 I I IIII �o REPLACED (TYPBE3 .) i r--� --� -� REMOVED EXIST. WINDOW V REMOVED II / \ EXIST. 00 \ 1- BE II I 1 1 I I I WALL TO BE FLOOR TO ui 177 EXIST. I 1 1 REMOVED cr cV '� 1 I I\ Q ~ REMOVED 1 O I I \w I N I I DN EXI / I / EXIST. EXIST. ST' / Gl... RADIATOR TO J GL. ��BE REMOVED EX15T. BEDROOMEXIST. FOYER EXIST. DEN EXIST. BENCH TOI II BE REMOVED XIST. DOORSEXIST. O BE REMOVED LL EXIST. WINDOWS BEDROOM I II I EXIST. R.R. I EXIST. �GR.R. TO BE REMOVED 8 ALL EXIST. WINDOWS TO BE REMOVED'!: EXIST. PORTION I PROJECT: REPLACED (TYP) REPLACED (TYP.) OF WALL TO BE L J I II I 1-7 UP REMOVED FOR III \ I KNEW DOOR I AZCONA/DEVITO I III EXIST. \ 1 1 EXIST. GL. 1 I I GL. I RENOVATION EXIST. PILLAR TO MOVED AND PORCH ADDITION EW PILLAR 565 SOUTH HARBOR ROAD ALL EXIST. WINDOnS SOUTHOLD N.Y. 11971 TO BE REMOVED d REPLACED (TYP) DRAWING TITLE: DEMOLITION PLANS ❑ ❑ ❑ ❑ SECOND FLOOR DEMOL I T I ON PLAN ATT I G DEMOLITION PLAN SCALE: 1/4" = P-O" 50ALE: 1/4" = 1'-0" PAGE: F I RST FLOOR DEMOLITION PLAN 5GALE: 1/4" = 1'-0" D IVI-100 D pfF�n' v � n DATE: 02/19/18 5 OF 13 V FEB 2 7 2018 TOWN OF SOUTHOLID (5ENERAL 5)'M50L KEY : _ :1 EXISTING TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN CARBON MONOXIDE NEW WOOD FRAME (L.6. CO DETECTOR STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.6. 5TL. SM/GO MONOXIDE DETECTOR COMBO P4/ BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER O FOUNDATION NOTE: 50 G.F.M. EXHAUST ® MIN. (2) 2"x4" STRUCTURAL FL FAN $ LIGHT GOMBP NEW R-30C BATT. INSULATION IN P05T FOR 4" WALL5 w/ DAMPER Q EXIST. # NEW FLOOR SYSTEM (MIN. (2) 2"xb" STRUCTURAL P05T FOR b WALL5), U.O.N. EPDXY PIN NEw 10'-2" FOUNDATION WALL INTO EXIST. FOUNDATION — — — — — — — — — WALL;SEAL WATERTIGHT ,fir GONG. SEALANT (TYP) ;• — � /�/��/�n STEP F•T6. DOWN TO L - a��/ / L FULL HT. FOUND.;5TEP I' DIN. d 2' HORZ. Up - - - - - - - - - - - - - - - - - - - LJ.I - - - - - - - - - ia'-1" - - - - - - - - - - - - - - - - -� LLI — — — — — — — — — -L — -1- — ' — — EXI5T. m F-- Ll EPDXY FIN N FT67. STO EXIT. FTG; ' TRAP EPDXY PIN NEW I I U EMBED ALL HORZ. I I J ? FOUNDATION WALL INTO FTG. REBAR INTO I NEW V EXIST. FOUNDATION EXIST. FT& MIN 6" I EXIST. 2"Xb" F.J. GRAWLSPAGE 0 WALL;SEAL WATERTIGHT I I m Q EXIST. I I I NEW FULL ® I6' O.G. ;fl GONG. SEALANT(TYPJ I NEW 8" 0 co TRAP I ? i HEIGHT a REMOVE TOP COLUMN # 21.5" � I BASEMENT w COURSES OF BRICK I I BELL FOOTING; d) O dJ` I I AS NEEDED FOR F.J. I �; I MIN. 5' BELOW &RADE .. NEW 3.5"0 STEEL ' : COLUMN UPON NEW „' „ a I I „ 2 Xb' P.T. D.J. 3 ® 5-0' - ..��..... z I 24 x24 xl8 FOOTING ® O.G. X w REMOVE EXIST. EXIST. WINDOW B I NEW N, IS" GONG. T I NEW 3.5"� STEEL I I Q COLUMN, EPDXY PIN �- � � I I I ..ti✓ GONG. FLOOR 8 DOOR TO BE COLUMN UPON NEI r N INTO IST. FOUND NEW (2) I.75"xa.5" O.P. EXCAVATE NEW REMOVED I 24"x24"xl8" FOOTINtG I I I i �-� WA EMBED PINS - � - . - +. - Y I I FTG. 8-3 to X x 6" EVERY IS" O x I i NEw 24"x24" GONG.�L — J L — -J 1 I NEW (2) PAD FOOTING - �Z 1 �L _ x6R NEW SIMP50N 6ALV. ® I I I I II --- N I NEW 2 I."15"xa.5" 6.P_ _ NEW 2 I."15"xa.5" 6.P. � HU612 HANGER I IIL/7 2.OE LVL BEAM ZOE LVL BEAM ' UP EXIST. 2"X8" F.J. x I I I ! PROVIDE BEAM PROVIDE BEAM ® Ib" O.G. �I II _ / POCKET;FLASH POCKET;FLASH - - S EXIST. PORTION / 11 L J EXIST. GONG.J UP I POCKET W/METAL POCKET W/METAL 3 i � �w LEDGER BOLTED INTO-/ PROVIDE SEAM OF WALL TO BE I II UP REMOVE EXIST. STAIR TO �i I6ALV. FLASHING &ALV. FLASHING _ p EXIST. GONG. SLAB POCKET;FLASH NEW 600 MAN 3.5 REMOVED GONG. FLOOR d REMAIN I I v (~1 tN POCKET w/ CONDEN5 R;MODEL EXCAVATE NEW d) O 2 METAL &ALV. 65XI30411 (OR FTG. I N NEW I p FLASHING EQUAL) GRAWLSPAGE w W Z ® I I p EXIST. 2"XS" F.J. ® Ib" O.G. EXIST. SLAB NEw 4" G NO. SLAB NEW 3.5"m -X STEEL =d NEW 5-ZONE NEW 12"xl2" GONG. COLUMN, COLUMN UPON NEW EXISTMIT5UBISH�CONDEN5 R w. 5 DEPTH TO MATCH EXIST. . BASEMENT SLAB. PIN INTO 30 x30 xl8 FOOTING I BASEMENT PROVIDE EVAPORPr OR5 FOR L — — — — _ EXIST. FOUND WALL. X EXI 4"x8" HEADER; SEAM POGKE EACH B. AS PER — — — AS NEEDED PLAN;M DEL BO 2 NEW .75"xa.5" T „ M5H48 bOaOgl215 ( ) I � EXIST. 4x8 HEADER. REMOVE EXIST. _ EXIST. HEADER. BOLT NEW I.75"xa.5" LVL (OR E AL) NEw (2) 1."15 xa.5 6.P. LVL GONG. FLOOR b — — — — — O g EXCAVATE NEW REMOVE EXIST. I „ PROVIDE BEAM I REMOVE TOP ® ON BOTH SIDES (� NFA(i2) 175" GONG. FLOOR 8 a 5y4 — I QIP FTG. EXCAVATE NEW I I I POCKET;FLASH COURSES OF BRICK NEW 5.5"0 STEEL 2.OE LVL BEA FTG. I I m POCKET W/METAL I AS NEEDED FOR COLUMN UPON 11'-0" r--ALV. FLASHING !L BEAM NEW IS"xl8"xl2" NEW 3 5"� STEEL dJ V FOOTING u- COLUMN UPON NEW „ PROVIDE x 0 = V 18"x8"xl2 FOOTI -II I I I I a I BEAM iV O NEW 6A5 BOILER (WEIL O J I TS L —I I I I AS NEEDED ® EQUAL) AND DATER 11, HEATER ......................_..-._.... -........ .....p. ....................-....-...--..... .. ..--..... -------- ` _. L--_J A-500 12'-by2„ 12'-by2" A-500 / I = i I m I I NEW 2"XS" F.J. RIP EXIST. 4"x8" HEADER. I EXIST. 4"x8" HEADER. _ �_ I _ EXIST. 4"x8" HEADER. _ W ' ® I b" O.G. �T�lExa��"�� - - �O=T T7 �OLT 1�5 \ REMOVE EXIST.FLOOR ff B EX15T. BOILER I •*? I I I ON BOTH SIDES LVL ON BOTH SIDES LVL ON BOTH SIDES GONG. p HOT U VIDE TANK TOER E FTGAVATE NEW I t ,'... I I ►L , COLUMNNEN 10 STEELUPON NEW NEW 55"0 STEEL 4 u BEAMPPOGKET REMOVED I I I 0 COLUMN UPON NEW m I d� IS x18 x12 FOOTING _ - U AS NEEDED IBACKFILL AREA I I EPDXY IPIN NEW x 0 18 xl8 xl2 FOOTING O L- -J I I WITH GLEAN FILL; FOUNDATION WALL INTO `fl POINT BRICK WALL A5 ' COMPACT FILL I I EXIST. FOUNDATION ® �9 1- EVERY 6" WALL;SEAL WATERTIGFfT N NEEDED. PROV. NEW N X w BRICK WALL UP TO X > REMOVE EXIST. ( I I GONG. SEALANT (TYP) EXIST. HEADER d SISTER Lu W GONG. FLOOR k i EXCAVATE NEW EXIST. PANEL NEW 2X8 FT6. I r .��D A!? — — — — — — — — — EXIST. CMU PILLARS TO NEW 5.5 TON �5 P 1 a'-1034" REMAIN. REMOVE BRICK AT GOODMAN AIR �/�� zl EXIST. PANEL I I TOP, REPLACE WITH GMU zHANDLER; 0 O- MODEL MATCH F.F. HT. m S x (OR EQUAL) < O TO EXIST. ' I PORCH F.F. HT. " r L >IXIX v >. �f- - — — — — — — — — — — — — �— — — EXIST. 2"XS" F.J. w EXIST. 2'X8" F.J. w -9T 03780 f m I61, O.G. X�Q ® Ib" O.G. XQFN1`1` LW m - - - - - - - - - - - - - - - - - - �uj rq _n SIN EXIST. OIL TANK z � TO BE REMOVED zl la-bye m a ~ PROJECT: I N Q -Q' -11 I OI CONNECT NEW AZCONADEVITO POSTS TO EXIST. GMU PILLARS TO I I / I E-I EXIST. GONG. PORCH W/ REMAIN. REMOVE BRICK AT TD SIMPSON 6ALPV. ABU55Z OST BASE TOP,REPLACE WITH CMU RENOVATION 565 SOUTH HARBOR ROAD SOUTHOLD, N.Y. 11971 DRAWING TITLE: EXIST. PORCH STRUCTURE TO ATTIC DEMOLITION PLAN REMAIN FOUNDATION PLAN EX 157. BASEMENT 17)EMOL 171 ON FLAN 5GALE: 1/4" = 1'-0" FOUNDATION FLAN PAGE: - 50ALE: I/4" = I'-O" A-300 DATE: 02/19/18 6 OF 13 FLOOR PLAN NOTES DOOR NOTE: WINDOW /DOOR FRAMING: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O SEE PAGE A-200 FOR FRAMING O I. NEW WASH / DRY HOOK UP _ EXISTING To BE DEMOLISHED HARD WIRED SMOKE DETECTOR OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ELEMENTS AROUND DOORS AND 2.COORDINATE LAUND. ROOM 4 DOOR 5M w/ BATTERY BACK-UP 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED WINDOWS (TYP. FOR ALL) U.O.N. DIM.'s w/51ZE OF EQUIP. EXISTING TO REMAIN OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQS PER Q CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 3.DOOR TYPE TO SELECT MANUFACTURER'S SPECS. 4.INSTALL AS PER MANU 5PEC.'s 5TL. WHEN APPLICABLE) STAIR 4 RAILING NOTE: DRYER EXHAUST NOTE: O HARD WIRED SMOKE AND CARBON FOR FRONT ENTRY DOOR NOTE: O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI I. DUCT SHALL TERMINATE TO EXTERIOR NEW PARTIAL HEIGHT MONOXIDE DETECTOR COMBO I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING 4 MIN. q" Tr - RISERS SHALL BE CLOSED 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY WOOD FRAME (L.G. STL. SM/GO WHEN DOOR 15 OPEN q0" 2. 42" H16H GUARDRAIL 4 SPINDLE SPAGIN6 OPENIN65 w/ BATTERY BACK-UP 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36"x80" NOT TO ALLOW PASSAGE OF A 4" oP SPHERE; 3.DUCT SIZE AS PER MANU. WHEN APPLICABLE) DR. (32" CLEAR WIDTH) 36" H16H HANDRAIL 4 SPINDLE 5PAGIN6 NOT 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 50 G.F.M. EXHAUST 3.PROVIDE (2) 2"x8" HDR., U.O.N. TO ALLOW PASSAGE OF A 4" 0 SPHERE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN NEW FOUNDATION WALL ® FAN w/ DAMPER 4.JACK AND KING STUDS AS PER PAGE A-2 3. 6RIPPABLE RAIL AS PER CODE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM WINDOW NOTE: SHALL BE LIMITED TO SINGLE LEN&TH5,NOT TO 50 G.F.M. EXHAUST O I. ALL NEW WINDOWS 4 DOORS SHALL BE SMOKE DETECTOR I GO DETECTOR NOTES: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED MIN. (2) 2"X4" STRUCTURAL i=L FAN 4 LIGHT GOMBP ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN&, O I. ROOMS/ SPACES WITH 5M/GO DETECTOR INDICATED IN ACCORDANCE WITH UL 2158A. ® POST FOR 4" WALLS w/ DAMPER OR 5LIDIN6 (AS NOTED); INSTALL A5 PER MANU. ON PLAN SHALL BE CHECKED IF EXIST. HARD WIRED 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID (MIN. (2) 2"X6" STRUCTURAL SPEC.'S. FOR SUBSTITUTION5,5EE NOTE #q IN DETECTOR EXISTS. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS POST FOR 6" WALLS), U.O.N. "6LA55 WINDOWS AND DOORS" ON PACE A-100 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SHALL HAVE STRAIGHT ARM HINGE WHEN DETECTOR HARD WIRED TO EACH OTHER w/BATTERY SCREWS 3.IF DOUBLE HUNG - ALL DBL. HUN& WNDW5 TO BE BACKUP. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER TILT WASH 3.INSTALL ALL AS PER MANU. 5PEG.'s LOCATION TO THE WALL OR ROOF TERMINATION. THE EX 1ST. OARAOE 4.ALL 6LAZIN5 WITHIN 18" OF FF TO BE TEMP. &L. 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 IN COMPLIANCE WITH LOCAL CODE FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0° O E6RE55 NOTE: O NEW 6A5 FIREPLACE: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. O IN COMPLIANCE WITH NEW YORK STATE BUILDING b [Q in CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF I. PROVIDE DIRECT VENT 6A5 FIREPLACE INSERT P80V. NEW BASEBOARD Q EORE55 SHALL BE FOLLOWED: BY "KIN65MAN" MODEL IDV33 OR EQUAL LJJ 2. 23,250 BTU OUTPUT NATURAL 6A5 ELECTRICAL METER: HEATIN& TO NEW HOT WATER NET CLEAR OFIENIN&........... 5.1 S.F. 3. MIN. INSTALLATION SIZE 26.26"Wx14.5-75"Dx2I.5'75"H O REMOVE 4 RESET EXIST. ELEC. BOILER FOR ALL AREAS OF 4. INSTALL AS PER MANU. SPECS METER AS PER NYS MECH. CODE, 4 NEW ADDITION NET CLEAR HEIGHT............... 24" MINIMUM UTILITY CO. STANDARDS NET CLEAR WIDTH................. 20 MINIMUM V 4q'-V:2" NET DN. '-qy 8'-I1y211 ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE 4 U J 4 4'- A-201 FOR NAILING 4 5TRAPPINO DETAILS. (Y 3 • 2 1 1 II 1 II 5 4 II 1 9. 1 11 O 3 2 4 5 y 2 .i• , a 1 , A 3 2 A A - - -- -- • C5 ". I NEW 3 2'XIO" HDR NEW 3 2"x10" HDR '` F EGRESS ( ) ( ) CLEAR R�.JC-�I-I<CJPEN111�i WINDOW DIMENSION _ WINDOW OPENING �' 11 " ` ..�' QUANTITY MODEL # W 2 2"x8" HDR A R OC ILS tt 'I �_ NEW (2) NEW(2) 2x8 HD p GALL-OUT II 11 11 11 = tD I l9 �' �" WIDTH REQ'D: 2tJ 2 x8 HDR EW DINING 6 v 2x V N " 4. I 11 z z R� EI 6HT REQ D•24 7'-10" 2 3 4- 2 z v Ip '..',:.:,: FHEfiG .;,:' " WIDTH HEIGHT r,. ;; O ROOM 0 ,..;. 91 4 NEW 1_011 _ry7'-I ly2 * Q _ * Q I B ,':. PEN REG-p: 5:.-i S.F. _ - �_ _ -. ® ATHROOM ry �F _c1i NEW FLOOR TO O .D �n - _ _ O NEW LAUNDRY 3 MATCH EXIST. ® O A 4 TILE FINISH NEW m ROOM = ® I-� REFINISHED WOOD N �J - x - - -�I� U _ N W m ?z r -i z ry ry B 3 (3) TW24510 "7 �(? ' "'.s 4=C 7-4 4-oIF FLOOR NPWDR _ v TILE FINISH PAN Y =Oj xk U �> O� ':: + 1 x RM bo 0 FLOOR - r T-I - � m G (AWNING) I AXW31 _ °'3;' C7, " �✓'-C.' " 2'-II " 2'-II " xLIE d� _ I = FINI E ,��+ I 3 ® 2&xb& I 3 'T FINI H x Uz N uz W 2 `� D 5 TW2652 =; 3; u : ,A ; a; , ,; 2'-'7_7 5,-4 ,, ry ® FLOOR cV Q NEW SIMPSON c�V Q z �,' ^:- ;;" • FLOOR X IL 6ALV. -K J X IL NEW 3 3 f` I¢%, y t� 31,; 'r 1 1 n ! HGU55.50/8 b w 3.5 �' E 10 TW210410 =2�}0 =t ; ;, :'% :21- u -q 5-O 5.81 S.F. ry z HANGER z STEEL - ry N N COLUMN 3-O F (AWNING) 2 AN251 2'=4, "M1, ;'i-., ',fi'"4{n <';'' 2'-4n II_8II n " -- 3' 311 - - - - _... - I.'i5 x I6 O.P. 2.0E : �;y;,��" �;,,� �u 21 �11 31 911 NEW.l3) 6 3 TW2o210 NEW l0'-1111 f'-oy2" r� s I p H 21 311 TI_GI, 3 . .� n II 2 GWI4 c-'2"�•4`, `;4-0,> ',. 2-4 4-O (GA5EMENT) HALLWAY 5 . a I GAL\/. ``.` ` x TILE FINISH 5M/GO - ry NEW 3.5 I dJ I ,. :.'.,:;;.•;.'. fY ry FLOOR I 3 STEEL COLUMN H6LANGERcV I ON. I (AWNING) I (2) AN25I :¢'- { 3 p I 3 rn II" b'-10" 25'-2y II m � " N E z 2 ry -. -.. ( EXIST.UP PROV. NEtl^! = z 2&xb& I -, liq LINE OF CLERESTORY J (AWNING) 2 AXW281 8",,;`--'';'; ;. 2'�-L'i" ,e 2'-711 21_y ;; BA5EB0 HEATING d J x 411 a ` NEW K 2 TWI8410 -jo" 5-fa' 1,-q 5-O FO IN NEW KI CHEN AREA fu i x �:.: :,.' . I 1 I ry NEW 1IL rya+ = NEW I L_J L_J v D-J �_w O 211x611 D ":°;: �11 L 4 TW21056 N ry z _ I BEDROOM #1 O s _ - 11= Q BUTLER 5 OI ry �.i..... ... ..... �- n1 11 v NEW FLOOR To 5 I Lu m PANTRY I - cv � 0 M 2 (2) TW20410 %": 4`' `a 0: 4--5 5-O s - _ I I x I '�+� FLOOR TO MATCH NIw NEW u1 z V „ , '.'.: .:'> '; ?: in-1 z = MATCH EXIST. ry i ry z ® -� N z iv REFINISHED WOOD I Ir J 3 I EXIST. REFINISHED i rxlw� KITCHEN a _ *� G N I (2) TW20361 '4;;{ - -$ . -„';'; 4-3 3-8 m 5M/GO .9 i WOOD iV TILE FINISH j 3 ® Q r l} FLOOR - O} m ® f- z _I d) _ IREF. NG Nw0 - I� PROV. NEW MINI-SPLIT 2 N ry - 4 Iry N Qz `� y �� ry SYSTEM WITH HEAT COIL 4 ExIST.DN. ;t x x Uz ry NEW HYDRONIG BASEBOARD JIF K in Q 4'-,4 - �+ OPEN SHELVES Imo" 3s AROUND REF. N 1(1 Iu i NEW ICE 4° I m O �"� MAKER Sy 3 I 0 0 0 N 5--5y I 1 \\ 0 [0 :".... 21 OII I HDR \\ 0 0 N L z RELOCATED RADIATOR I 3 2 V 3 pQ =1 7=x 291x6& LL A o _ -------- u O.------------------- - -- ------------------ --- - - � ry A-500 ----._.._........ -_-. 'a _.-�-- _-____.__..-._. ..--. ------_._._--_.__---- _ A 500 p x 0- MODIFIED CONNECT NEW LLt~ tt1 j- 2 1 5 (V= DINING ROOM (t) L POSTS TO NEW zl� r'_ p `fl REFINISH EXIST. ' EXIST. LIVING PORCH - z ®p WOOD FLOOR ROOM W ADDITION W/ DN IcV i w � REFINISH EXIST. L I � SABUB Z POST 2&xb& I z z WOOD FLOOR D ApC� BASE j I ( .� M. PoRELOCATE �A ry NEW ADDITION RADIATOR D ( N PROV. NEW L To PORCH BASEBOARD HEATING Z IN EXIST. LIVING ROOM 1 STONE FINISH �� b � 3 2 ON TOP OF 24'-3y4" BACKFILL m ® NEV (2) NEW(2) / p 2 x8" HDR 2x8 HDR 6 �' X w 0,?740' �0 NV4 It D 1 3 2 D PROV. NEW BASEBOARD TO NEW -10' 4-q HOT WATER BOILER. EXIST. PROV. NEW 6A5 METER 16'-03/4" GL• PER NY5TMECH.GODE, PROJECT: I FUEL OAS CODE 4 q'-3y4" 10'-3y4" � 5'-5y2" UTILITY CO. STANDARDS AZCONA/DEVITO NEW L) 112 xIo" _ mlEw "x10"; _.._.._. P.T. HEADER P.T. HEADER - _ _ EXIST. FOYER RENOVATION fq'-by2° REFINISH EXIST. EXIST. DEN WOOD FLOOR REFINISH EXIST. WOOD FLOOR 3 2 CONNECT NEW POSTS TO NEW PORCH ADDITION W/ O D 51MP50N GALV. ABU55Z m m y 565 SOUTH HARBOR ROAD POST BASE Q F SOUTHOLD, N.Y. 11971 X UP I w 2 3to K EXIST. RADIATOR DRAWING TITLE: TO REMAIN :fl ❑I oomoo�oomo°a0000aa FIRST FLOOR PLAN 3 2 p 3 2 p IW Q m � PAGE: EXIST. PORCH A-400 EXIST. HEADER DN EXIST. HEADER _ EXIST. HEADER DATE: 02/19/18 7 OF 13 FIRST FLOOR FLAN 2,265 5.f. 5CALE: 114" _ P-011 GENERAL FLOOR PLAN NOTES DOOR NOTE: WINDOW /DOOR FRAMING: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O SEE PAGE A-200 FOR FRAMING O I. NEW WASH /DRY HOOK UP - EXISTING TO BE DEMOLISHED Q. HARD WIRED SMOKE DETECTOR OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ELEMENTS AROUND DOORS AND 2.COORDINATE LAUND. ROOM 4 DOOR SM w/ BATTERY BACK-UP 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED WINDOWS (TYP. FOR ALL) U.O.N. DIM.'s w/SIZE OF EQUIP. EXISTING TO REMAIN OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER Q CARBON MONOXIDE NEW WOOD FRAME (L.6. GO DETECTOR 3.DOOR TYPE TO SELECT MANUFACTURER'S SPECS. 4.INSTALL AS PER MANU 5PEG.'5 STAIR d RAILING NOTE: DRYER EXHAUST NOTE: STL. WHEN APPLICABLE) FOR FRONT ENTRY DOOR NOTE: O I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI I. DUCT SHALL TERMINATE TO EXTERIOR HARD WIRED SMOKE AND CARBON 1. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING d MIN. 9" Tr - RISERS SHALL BE CLOSED 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY NEW PARTIAL HEIGHT 5M/00 MONOXIDE DETECTOR COMBO WHEN DOOR 15 OPEN SIO" 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN6 OPENIN65 WOOD FRAME (L.O. STL. w/ BATTERY BACK-UP 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; 3.DUCT 51ZE AS PER MANU. WHEN APPLICABLE) DR. (32" CLEAR WIDTH) 36" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 50 G.F.M. EXHAUST 3.PROVIDE (2) 2"x8" HDR., U.O.N. TO ALLOW PA55AOE OF A 4" m SPHERE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN NEW FOUNDATION WALL FAN w/ DAMPER ® 4.JACK AND KING STUDS AS PER PAGE A-2 3. 6RIPPABLE RAIL AS PER CODE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM WINDOW NOTE: SHALL BE LIMITED TO 51NGLE LEN6TH5, NOT TO 50 G.F.M. EXHAUST O I. ALL NEW WINDOWS d DOORS SHALL BE SMOKE DETECTOR / GO DETECTOR NOTES: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ® MIN. (2) 2"x4" STRUCTURAL i=L FAN B LIGHT GOMBP ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNS, O I. ROOMS/SPACES WITH 5M/GO DETECTOR INDICATED IN ACCORDANCE WITH UL 2155A. POST FOR 4" WALLS w/ DAMPER OR 6LIDING (AS NOTED); INSTALL AS PER MANU. ON PLAN SHALL BE CHECKED IF EXIST. HARD WIRED 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D (MIN. (2) 2"X6" STRUCTURAL DETECTOR EXISTS. SPEC.S. FOR SUBSTITUTIONS, SEE NOTE #Q IN METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS POST FOR 6" WALLS), U.O.N. "GLASS WINDOWG 5 AND DOORS" ON PAGE A-100 2•IF NONE - CONTRACTOR SHALL PROVIDE CODE RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 2.IF CASEMENT WINDOWS - ALL C5MNT WNDW5 COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SHALL HAVE STRAIGHT ARM HINGE WHEN DETECTOR HARD WIRED TO EACH OTHER w/BATTERY 50}EWS 3.IF DOUBLE HUNS - ALL DBL. HUNG WNDW5 TO BE BACKUP' 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER TILT WASH 3.INSTALL ALL AS PER MANU. 5PEG.'s LOCATION TO THE WALL OR ROOF TERMINATION. THE 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 IN COMPLIANCE WITH LOCAL CODE FEET FOR EACH 45" BEND AND 5 FEET FOR EACH SIO" EGRESS NOTE: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES F, IN COMPLIANCE WITH NEW YORK STATE BUILDING O NEW 6A5 FIREPLACE: NOT INCLUDE THE TRANSITION DUCT. CODE, SECTION R3I0.2.1;THE FOLLOWING MEANS OF b I. PROVIDE DIRECT VENT 6A5 FIREPLACE INSERT }' E6RES5 SHALL BE FOLLOWED: BY "KINSSMAN" MODEL IDV55 OR EQUAL LLI O 2. 23,250 BTU OUTPUT NATURAL 6A5 ELECTRICAL METER: O NET CLEAR OFENINO........... 5.7 S.F. 3. MIN. INSTALLATION SIZE 26.26"Wx14.375"Dx2i.375"H O REMOVE # RESET EXIST. ELEC. 0 NET CLEAR HEIGHT............... 24" MINIMUM 4. INSTALL AS PER MANU. SPE05 METER AS PER NY5 MECH. CODE, d [Q u0i Q Q " UTILITY CO. STANDARDS NET CLEAR WIDTH................. 20 MINIMUM () W 5'-334 5' 411 It E I _j "A-201" ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE 3 2 3 2 6 f i I 1 f "A-201" FOR NAILING 4 STRAPPING DETAILS. cc ; 3 Q �waaemx_rz I, W `yy, x8 HDR I W 2 2x8 . I " I I I I i � - I -- A II II 11 q b RESS y2 I I i - I I i I E G LEAR I t�" W I D t";w11(NC; %�/ N OW DIMENSION _ ( SON N II ( WINDOW QUANTITY MODEL # OPENING ! I ( GALL-OUT I IDTH REQ D: 20 ui - ANOLE ( I A L - I m I I I 1 I E 6HT REQ D:24" I _ CN(C?T3 ` . +IEIE7. :" WIDTH HEIGHT MODIFIED SOFFIT TO m I { I) ,,t,' I MATCH , ' ! I dJ PEN REQ'D: 5.7 S.F. I BATHROOM I � " I 0 PITCH A 4 _ TW20362- 3 .g 2-1 3' 8 • I = TILE FIN �.�': FLOG I I I E B 3 (3) TW24310 j 6.-: {, ;. �F'.-C7 ".,::>; ,'-4 4'-0 I - EXTEND WALL I iI I r:r " 1 4 a ! I TO SUPPORT f #I I I G (AWNING) I AXW311, 2'-Il 2-I I a . I 12 xb p� R.R. ABOVE I I D 5 TW2652 51_4 1 14 I TW210410 ��,,...�...,�'-10:; _� ;'":;5,',-C7.,�";.,., 2'-9 511 IL 51_p �11 I I 2 ' I I III ( ) AN 251 r=4'+ " lr , ,,,,` 21_,4 SII I1_8 31_p11 41_Q 21_G11 li NEW I Q N E I F AWNING 2 GL. j 124xba ! I ( I I 6 3 TW20210 r`2` '.; S�rO: ":` 2'_I " 51_0 " F F i x ,, H I CASEMENT 2 CWI4 F2' q ,;;.- 4'-O �".- 2'-4 J" 4'-O" 7.7 S.F. MODIFIED II ( ) NEW 2 NEW 2 BEDROOM #5 I I I =N ( 211x8" HDR 2"x8" HDR 2 3 I I (AWNING) kD' I NEW WOOD FLOOR FINISHJ (AWNING) 2 AXW2812--, 2--7 1_ 11. i NEW 31_ 211 31 p11 j = II I K 2 TWI8410 5 O I I ( x I I I BUTLER'S U i _� `;' I I I EGOND FLOOR NOTE: r''` i�t ,4J.. ,. 1.. . 1 1 1 cv Nfi_W. v r r I O ( I. REMOVE ALL EXIST. L 4 TW21056 «; �O- '-5 2-I I 5-8 6.6 S.F. I I I - v PANTRY �t , - ' I I t.. � N BEDROOM I - �- I � RADIATORS PROV. NEW - I BASEBOARD IN ALL AREAS. M 2 (2) TW20410 4'_311 51_p �11 ' n . O I I I I iV I '2 PROV. MINI-SPLIT SYSTEMS „ ,,:::V 11 1 11 WITH HEAT COILS TO ALL N I (2) TW2036 ;;4-4 -8 4-3 3-8 ,., ... . BEDROOMS f . ... I I I _ _ I , � I ,. 2 4 � 500 I lJP _ x 2 o` I II I I I +s X34 iy+� SM/GO (I I DN. `�:9 U) N =ry I I ! � � 3 i I 9-10�q 3-7 3 II _2" z H 2 � I I= 2'-I' ; N - ® E O NEW ;" N I p ! GL. in • Uo - T_ H N 3 5 NEW TRAY d) NEW TRAY _ NEW EXIST. 3 I CEILIIN6 x �t BATHROOM - BATHROOM ' iv CEILING \ r 0 I TILE FINISH _ SM/GO TILE FINISH `t, ", 0 FLOOR c I - 2 3 �p u�`i FLOOR (V 3 2....- A V A-500 w A-500 I NEIN(2) 1.75"x7.25" O.P. m 24xba O ry I � 2.0E LVL BENEATH I 3 p m (V POST TO RIDGE 21-611 ¢ a I'-7" _4-5,-56 ry II' Q NEW f MODIFIED - GL. iv N MODIFIED iv I E i BEDROOM #2 i ! NEW 0 I� BEDROOM #4 REUSE WOOD FLOOR 1 1 x x I.� is E FROM KITCHEN # I 4x6a I m O -?G� " "- 1= REFINISH EXIST. M f I Is REFINISH �k- 2 7341 A)E WOOD FLOOR - Np 5 xww u T_ �N i 3 I 5 - FLAT IN pr 0 '�©A I` SM/GO 3 I - 51-0" , 3'_b"- In CEILING Im W~ 3 R p� AREA I ; 2 '` �Yj I = NEW 5M/CO I �� M. J` 2 3 6 3 2 a a !I HALLWAY �O N �� NEW (2) (2) 2 `fl REFINISH EXIST. I 3 K I^ m ( 2"x8" HDR i 2"x8" HD i a _ DN. WOOD FLOOR e{ r ez 3'-53 11 7'-1011 41_x11 CI- I _ �4 SM/GO EXIST. -y�, �37h0� AGS ( ( 2 3 I 3 PROJECT: O � EXIST. BEDROOM #3 2 REFINISH EXIST. AZCONA/DEVITO WOOD FLOOR NEW BENCH-/ RENOVATION O M NEW 0 BATHROOM m �° 565 SOUTH HARBOR ROAD Q 3 I EXIST, SOUTHOLD N.Y. 11971 6 GL. � 6 a 2 3 2x6 � 2 3 2 3 DRAWING TITLE: 71 E E E SECOND FLOOR PLAN PAGE: A-401 SEG01�I� FLOOR PLAN DATE: 02/19/18 8 OF 13 1,574 S.F. 50ALE: 1/4" = 11_00I ALL NEW WINDOW5 B DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE �/� "A-201" FOR NAILING d STRAPPING DETAILS. OEI ` ERAL ��I I�O FLOOR PLAN NOTE5 W1NI�CaW G��RT , DOOR NOTE: WINDOW/DOOR FRAMING: NEW LAUNDRY ROOM: EG RE55O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O SEE PAGE A-200 FOR FRAMING O I. NEW WASH/DRY HOOK UP EXISTING TO BE DEMOLISHED . HARD WIRED SMOKE DETECTOR '` '':` CLEAR OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ELEMENTS AROUND DOORS AND 2.COORDINATE LAUND. ROOM DOOR - O ROUGH ©PENING :. - WINDOW DIMENSION SM W BATTERY BACK-UP WINDOW QUANTITY MODEL # OPENING 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED WINDOWS (TYP. FOR ALL) U.O.N. DIM.'s w/SIZE OF EQUIP. EXISTING TO REMAIN CALL-OUT .. IDTH REO'D: 20" OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER O CARBON MONOXIDE {' EIGHT REQ'D:24" 3.DOOR TYPE TO SELECT MANUFACTURER'S 5PE05. NEW WOOD FRAME (L.G. GO DETECTOR ;WipTH %..:,. `HEIa "f, WIDTH HEIGHT PEN REQ'D: 5.7 S.F. 4.INSTALL AS PER MANU SPEG.'s STL. WHEN APPLICABLE) A 4 TW2036a..:. ., %j� 2'-I 3'-8 4O STAIR RAILING NOTE: DRYER EXHAUST NOTE: FOR FRONT ENTRY DOOR NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. ,5-1/4 RI I. DUCT SHALL TERMINATE TO EXTERIOR Q HARD WIRED SMOKE AND CARBON -----�-=----- �t n I. V.I.F. FRONT DOOR HAS MIN. 32 CLEAR OPENING d MIN. "I" Tr - RISERS SHALL BE CLOSED 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY NEW PARTIAL HEIGHT MONOXIDE DETECTOR COMBO B 3 (3) TW24310 `'"7`=6 " 4,-0,,. 7-4 4-O SM/GO WHEN DOOR IS OPEN QO° 2. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6OPENINGS WOOD FRAME (L.G. STL. W/ BATTERY BACK-UPX - nn 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36"x80" NOT TO ALLOW PASSAGE OF A 4" 41 SPHERE; 3.DUCT SIZE AS PER MANU. G (AWNING) I AW31 ti .;:3'-0` ..:. 3:=t 2-I I 2-I I WHEN APPLICABLE) DR. (32" CLEAR WIDTH) 36" HI6Ff HANDRAIL d SPINDLE 5PAGIN6 NOT 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 50 G.F.M. EXHAUST D 5 TW2652 %' , '-8" 5' 4 a 2'-"I " 5_�J " 3.PROVIDE (2) 2"x5" HDR., U.O.N. TO ALLOW PASSAGE OF A 4" 0 SPHERE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN NEW FOUNDATION WALL ® 4.JACK AND KING STUDS AS PER PAGE A-2 3. 6RIPPABLE RAIL AS PER CODE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FAN w/ DAMPER E 10 TW210410 2'-10„ "."' 3'-C7 "..`` 2' CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM WINDOW NOTE: SHALL BE LIMITED TO SINGLE LEN&TH5,NOT TO E 50 G.F.M. EXHAUST F (AWNING) 2 � AN251 ;':2" (` ", ' �'.;';- tt O SMOKE DETECTOR GO/ DETECTOR NOTES: EXCEED MIN. (2) 2"x4" STRUCTURAL FL FAN Q LIGHT GOMBP .:. . 2-4 I 8 I. ALL NEW WINDOWS k DOORS SHALL BE O 8 FEET AND SHALL BE LISTED AND LABELED ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, I. ROOMS /SPACES WITH 5M/GO DETECTOR INDICATED IN ACCORDANCE WITH UL 2155A. POST FOR 4" WALLS w/ DAMPER G 3 TW20210 2'-2 ". 3'-0 "%;, ?; 2'-I 3'-O OR GLIDING (AS NOTED); INSTALL AS PER MANU. ON PLAN SHALL BE CHECKED IF EXIST. HARD WIRED 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID a DETECTOR EXISTS. (MIN. (2) 2"X6" STRUCTURAL I I SPEC.'S. FOR SUBSTITUTIONS, 5EE NOTE #q IN 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS POST FOR b" WALLS), U.O.N. 2 CWI4 %:- ..;-2'-4 "--"' :;�'-O " 2'-4 4'-O" 1.1 S.F. "GLASS WINDOWS AND DOORS" ON PAGE A-100 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST (CASEMENT) `^ '-'" 2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL %;:; ,,, a ".'r` at SHALL HAVE 5TRAI6HT ARM HINGE WHEN DETECTOR HARD WIRED TO EACH OTHER w/BATTERY SCRENS xxvru :u.0<a:xuxxxrcr,xr, I (AWNING) f (2) AN251 4,,q, t.;+- t,. ':i 4'-5 11 I'-a 1 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE BACKUP. '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 3.INSTALL ALL AS PER MANU. SPEC.'S J (AWNING) 2 AXW281 ;;;2, 5..,, 2-B; 2 7 2-7 4 ALL GLAZING WITHIN Ib" OF FF TO BE TEMP 6L MO DETECTOR AND CARBON MONOXIDE DETECTOR LOGATIO�I�TO THE WALL OR ROOF TERMINATION. HE TILT WASH JF 4. S KE MAX. L OF THE DUCT SHALL BE REDUCED .5 K 2 TWI8410 I'�-10" -; ` t "` ' 1'-a 5'-O IN COMPLIANCE WITH LOCAL CODE FEET FOR EACH 450 BEND AND 5 FEET FOR EACH LIO° `''"' BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EGRESS NOTE: L 4 TW2I056 ,;3,`O NOT INCLUDE THE TRANSITION DUCT. - � IN COMPLIANCE WITH NEW YORK STATE BUILDING NEW 6A5 FIREPLACE: M 2 (2) TW20410 4-4.................. �_ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF O I. PROVIDE DIRECT VENT 6A5 FIREPLACE INSERT ,,; - 4 3 5 O E RE55 SHALL BE F LL WE BY "KIN MAN" MO _,.,.,. .., , G O O D: GS DEL IDV33 OR EQUAL W 2. 23,250 BTU OUTPUT NATURAL 6A5 ELEGTRIGAL METER: N I (2) TW2056 4+Y=4 !+: ``''%' %` ' S " ;' 4'-3 " 3'-8 " NET CLEAR OPENING........... 5."i S.F. O REMOVE E RESET EXIST. ELEG. I ` . , 4 3. MIN. INSTALLATION SIZE 26.26"Wx14.5'75"Dx2I.575 NET CLEAR HEIGHT............... 24" MINIMUM 4. INSTALL AS PER MANU. SPECS METER AS PER NY5 MECH. CODE, d t NET CLEAR WIDTH................. 20" MINIMUM UTILITY CO. STANDARDS U W ~ U -F ,J U -i NEW 4x3 ALUM. N)EW GUTTER TO O " (TYPJ DOWNSPOUT (TYP) MATCH EXI5TIN6 m 0/- PROVIDE r--ALV. STEP NEW 4"x3" ALUM. Q Q FLASHING DOWNSPOUT(TYP.) { i I IFr i ( NEW 2"X10" RIDGE ® Ib" O.G. - I � II ' I I I ( ( � .____• �'�"� �' lel I I I I I U I I i ----- -----•----�._ E IST. 2"X4" R.R. a _ I E I I I I I i l l I ._..._:.::=�.=.:=x•.--.:::--.-.�.-,�...-..-�.- : � �BUILD WALL UP � TO NEW R.R. NEN MATCH EX ST O a `j I I ! I ( ( I I I (� IR.R. TO EXIST.. � dJ O I I I I I I I ® 22" O.0 NEW 2"xb" R.R. NEW 2"xb" R.R. ( ) x _ �3J �� i 1 ► I I I II 1 1 11 I �i WW ® PROVIDE 6ALV. STEP FLASHING io I I I C-0 1 I I I I I I I NEW WINDOW GUTTER I I NEW GUTTER TO CUTOUT;FLAT HIGH POINT 2 I I I I ROOF AREA DN. I2"x6" HDR 2 3 I I I I I -MATCH EXISTING- -TYP � - �, II I If I I . M I I II I III : : I I I I I I EXIST. 2 xb R.R. . :: :, NEW 2 xb R.R. I I I I I I j d NEW WH I I I I I I I ITE DUROLAST I V EPDM ROOF MEMBRANE ® 16" O.G. I UNHEATED ( I� �y. O (OR EQUAL); INSTALLATION, x= PROVIDE 6ALV. STEP SPACE I i I �`{ I I ;, I �J = LAPPING OF SEAMS, AND N _ I FLASHING Q SEALING OF EPDM I I I I I X ® MEMS 5 NEW 2"xb" R.R. R MEMBRANE A PER MANU. I I I I ( I !_C.S. PITCH TO ® I6 O.G. ASPHALT ROOF I I EXIST. UNFINISHED �� N ATTIC I I (� I I NEW 2 xb R.R. X NEW WINDOW ! 3'-5 3'-O" I �I ® I6" O.G. w y2 I ( I EXIST. 2"xb" R.R. CUTOUT;FLAT GUTTER I (i ROOF AREA HIGH POINT 13'-53/ " - I I` I I I m 22 O.G. I B PROVIDE 6ALV. STEP FLASHING 3 :t ; _ �I� I q 10/4 3 'I I I I I " I 1 1 i 1 1 m EXIST. CHIMNEY TO REMAIN EXIST. 2"X6 R.R. I I 1I 121-^I/4'I 12'-011 I I II W y / I I ` m_ +/S v� EXIST. CHIMNEY \ II I O d T JPa' TO REMAIN tY U O = 0 NEW 2"xb" R.R. " n u \ / to N ® t- ® Ib O.G. NEW(2) 2 xb / NEW (2) 2"X6, I I I X ® tL ® X Q Lu A 2 3 j P05T TO RIDGE \ POST TO RIDGE 3 2 O UJ 0 > _.._ _................._.. /_............ _-.... _._................._..... ............_..................- .... ..................... ..._... ......_.............. .... A I z tu A-500 _... _...- .. _......--._.._._.-._.-_. _.- _-.... \ I / n H A-500 I ( I I I - - - - - - m - - - - - - - - - - - - - - - - - m - - - - - - - dJ O- n* I I I SISTER (2) NEW 2"x10" TO SISTER (2) NEW 2"x10" TO -_ _ �' I I EXIST. 2"x10" RIDGE EXIST. 2"x10" RIDGE EXIST. 2"x10" RIDGE �n ;;p ry V / \ N.D I I ! EXIST. 2"x10" RIDGE x ® OPEN TO - / \ OPEN TO 3 ® x I 11 ABOVE TRAY GEILIN6 BELOW ABOVE TRAY GEILIN6 BELOW N BEDROOM / \ BEDROOM U1 I I ED A f I , III R RC J BELOW / / I \ " BELOW z J ({ I I Lt r M. �A UNHEATED AO >t SPACE \ r I I I X� x s= o�J ?X, 21 I I I ® N V F t J NEW 2"xb" R.R. 0 N ® X ® C? to 037�r0h I T ►II I I OF t4��a PROJECT: I I _ NEW GUTTER TO P' NEW 4x3" ALUM MATCH EXISTING EXIST. 2 xb R.R. t QC a9 22" O.G. IiI �`rylry U 0, I - DOWNSPOUT(T'�(TYPJ o +, EIS . D QZUNHEATED I _ _ _ _ AZCONA/DEVITO ley UNFI ISE SPACE I ATTIC7 I I I i ( - o RENOVATION iX 565 SOUTH HARBOR ROAD NEW 4"x3" ALUM. MIEW GUTTER TO I I DOWNSPOUT(TYP) HATCH EXI5TIN6 I X (TYP) o ( Lu SOUTHOLD, N.Y. 11971 N m EXIST. R.R. I EXIST. 2"x O.C.R.R. ® 22" . Q TO REMAIN I DRAWING TITLE: I NES' �;g I ATTIC PLAN 2 2"xb" ( I I ROOF PLANS I4'-03/4" _141-0'/4,I_ ( I - ��e I PAGE: \�A,- s I EXIST. GUTTER w EXIST. GUTTER A-402XRI to V;;� - - - - - DATE: 02/19/18 9 OF 13 ATTIC PLAN/PORCH ROOF FRAM I NO ROOF FRAM I NO PLAN SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-0" NEW RIDGE AS PER PLAN EXIST. 2X10 RIDGE NEW SIDING NOTE (TYPJ: I. INSTALL NEW GEMENT LAP 51DIN6 AS NEW 2"XS" COLLAR TIE NEW 2"X8" COLLAR TIE ILLUSTRATED ON ELEVATION 2."TYVEK" HOUSE WRAP' (OR EQUAL) 5.INSTALL ALL A5 PER MfANU. SPEG.'sNEW TRAY 4.PROVIDE ALL NECESSARY TRIM FOR GEILIN6 GEILIN6 PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION FOUNDATION WALL EXIST. TOP PLATE EXI5TIN6 ATTIC EXISTING ATTIC TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): EXISTING ATTIC NEW 2X8 DBL HEADER ABOVE • SEE NEW �aIDIN6 NOTE ALL WINDOWS b • UPON "TYVEK" HOUSE WRAP (OR EQUAL) °� DOORS • UPON 1/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® ALL PLIYWD SEAMS) I- • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE • MIN. R-20 FIBER6LA55 INSUL. W. V.B.,U.O.N. W ; • 5/8" GYPSUM BD. 1WALL FINISH O O Q 2X6 SILL dJ I I I V ® WINDOW5. I I I I Lu MODIFIED MODIFIED NEW I I MODIFIED V _JJ 12 MODIFIED NEW EXIST. EXIST. MODIFIED BEDROOM HALLWAY G� I `I BATHROOM 3�— BEDROOM BATHROOM HALLWAY BATHROOM BEDROOM I 1 11 11 11 11 11 ill 11 Q ,F BOTTOM_ OF FA501 A __ NEW G.J. AS PER PLAN ELEV. +10.3' NEWT HEADER NEW F.J. AS PER PLAN EXIST. 2"X8" F.J. SECTION G/A-500 50ALE: 1/4" = I'-0" r r /-SECURE HANDRAIL TO WALL ON AT LEAST ONE SIDE OF STAIR IN EADER AS ACCORDANCE w/MANU. SPEG.'s; SPECIFIED ON S AND NOT PROJEGTIN6 MORE NEW F.J. AS PER PLAN MODIFIED EXIST. 2--XS" F.J. EXIST. LIVING FLOOR FIN15H DINING ROOM ROOM PITCHED METAL J HANGER SEE HANDRAIL &RIP SIZES ADJACENT BY 'SIMPSON' OR E ELEV. +2.0' - - - - - - — - - - - - - - \ - - - - - - - - - - - - - - ATTIC FINISH FLOOR AVG. GRADE_ ELEV. +0.0' NEW in " MIN. SPACE BETWEEN O GRAWL5PAGE !%4" PINE RISE WE`LL AND HANDRAIL r STANDARDS FOR GRIPPABLE HAND RAIL PINE TREAD 5GALE: NT5 Q =p CROSS SECTION MIN. z HANDRAIL BAEXIST.SEMENT " �� CLEARANCE CIRCULAR NON-CIRCULAR ROUNDED NO51 w N/4" RADIUS = 4PRi 2Ya (NOT INCLUDED IN �2" IYa°_2" " TREAD DIMENSION) z MIN. METER MAX. N SECTION A/A-500 (5) 2"x12" P.T. STRINGERS ® N 5GALE: 1/4" = I'-O" w/R-21 INSULATION, IF UNDERSIDE m 15 FACING STORA&E/NON-HABITAL SPACE - t SI \ z ---------------------------------------------- TOP_OF EXIST. RIDGE ELEV. +32.4 0 NEW ROOFING NOTE (TYP): 'SIMIP50W H2.5A U I. ALL EXISTING ROOFING, FIBER PANELS 4 BUILDING FELT RAFTER TIE FIN15H SECOND FLOOR SHALL BE REMOVED w 2.INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ASPHALT ROOFING SHINGLES BY 'GAF' OR EQUAL;MIN. NEW R.R A5 Q GRADE 240#, 50 YR WARRANTY OVER PER PLAN 5.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS `j OVER I T`rF. IN7ERIOR V400D 57AIR DETA 4.INSTALL 15 # BUILDING FELT N.O.NJ OVER NEW G.J. AS PER NEW FASCIA NEW S"2"XCOLLAR TIE 5. 1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) PLAN 50ALE: 1/2" = 1'-0" b.GAP SHINGLE OVER RIDGE 3 HIPS (AS REQ'D) OARD 1. PROVIDE RIDGE VENT (AS REQ'D) Rf D A& 8.FLASH ALL VALLEYS NEIW (2) 2"x12" CP�Y/T O q.INSTALL DRIP EDGE AS REQ'D M. pd� ' IO.INSTALL ALL AS PER MANU. 5PEC.'s NEW "SIMPSON" LU526 M.BEAM N Nrzkq TRAYLINO � GALVANIZED J015T HANGER O TYPICAL ROOF 4 CEILING GONSTRUGTION: NEW "SIMPSON" P064 • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHIN6 5dMPSON BG52(BLOCKING ® ALL ' 3 PLY ,52 F> � PLYWS) iIMD SEAM -2/4 • R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS (FiOR 2 PLY BM) �` 0 5 3740 IQ ' 12 OVER 8' INSTALL "X" BRIDGING ® CENTER OF � 8 x8 P.T. POST OF NSG —� SPAN, U.O.N) ATITACHED WITH 3 • MIN. OF R-49C FIBER 6LA55 INSUL. w/V.B. SIIMP50N ABU88Z BASE U.O.N. CONNECTOR INSTALL m ----- --- PER MAN. SPECS. PROJECT: d NEWG.J. 5 PER AN __ _ ____BOTTOM OF FASCIA O ELEV. +16.3' NEW 2X6 - 3" MIN. -0 AE3A6b F0NEA 5T SILL PLATE I AZCONA DEVITO Li NEW R-30G BATT INSULATION / z $EASE BETWE'.EN CAVITIES NEW 4" POURED GONG. 1 (4;) #5 HOR. CONT. W 2"XS" P.T. RIM J015T FLOOR SYSTEM RENOVATION CLERESTORY ® AS NOTED u� 12 SLAB REBAR TOP AND MODIFIED BEDROOM ENTRANCE NEW (2) 2"xb" P.T. SILL PLATES NEW STL. GAP PL 3 BOTTOM OF WALL BEDROOM . . °• �• • : i• i PON SILL SEAL UPON WELDED TO COL.;SEE COPPER TERMITE SHIELD GAP PL. DETAILS NEW WOOD BEAM AS #5 VERTICAL NOTED ON PLAN NEW G.J. AS PER PLAN ,: REBAR 60" O.G. LINE OF BEDROOM : .L� HOOKED 565 SOUTH HARBOR ROAD MODIFIED GEILIN6 6 ML. POLY NEW F.J. AS A ANCHOR BOLTS ® 3Q O.G. DINING ROOM MOISTURE RETAIRDER I ( I PER PLAN _ z , : w/ 5" SQUARE WASHER 4 NEW 3-1/2" O.D. 50H. 40 HOT SOUTHOLD, N.Y. 11971 • *'A ul- . ENDNUT DIP 6ALV. STL. COL. (ASTM 4" GRAVEL BASEGRADE 11 . • GRADE 1 A125 AS PER FOUND. PLAN ( I ( ( 1j 't'• •: . . BY SIMS STEEL (OR EQUAL) '' . ;;. • .;}. .. - -- DRAWING TITLE: 1ja #5 VERTICAL Ij BASE PLATE 'A' WELDED NEW 4" POURED GONG. SECTIONS I' REBAR 60" O. . 1I f1j G ,II TO COL.;SEE BASE PL. SLAB ° PROV. GLEAM d ' •j�'.!` (4) #5 HOR. CONT. 1 DETAILS FOR BOLTING DETAILS REBAR TOP AND �1 COACT FIL i II . " BOTTOM OF WALL •i. l l:fr '11:. . 11 p NEW 2" POURED GONG. ' 11 Lu NEW NEW NEW .: — SLAB BEDROOM HALLWAY FLOOR FINISH _ rl Ip J1 ° ' . 4" GRAVEL BASE NEW F.J. AS PER PLAN ------ ELEV. +2.0' .G.:.4 ® y - PAGE: {I ` :• '. .... 18"X12" DEEP P. GONG. i�J, A. AVG. OR I I I ( --J�'' O GRADE BEAM FLUSH w/ A-500 a-'-i--=-- -.-`-= b ML. POLY r-� =- -- PERIMETER GRADE: BEAM NEW m NEW ELEV. +0.0 _------ -=--'.= _- - -.--'-#�. MOISTURE RETARDER— • :. Q GRAWLSPAGE CRAWLSPAGE Y ( I I 4" GRAVEL BASE ° COMPACTED FILL EXIST. FILL m NEW #5 STIRRUPS 0 Vol' O.G. - z I I I r to- PROV. GLEAN - 2�_0 BfENT ANCHOR IN. a+•, .e 3 MIN DATE: 02/19/18 10 OF 13. 'COMPACT FILL O �. NEW (3) #5 REBAR .-roll 01 SECTION �/ -�00 2 NEVI GONGRETE PORCH DETAIL. NEN 0RANL5FA0E DE7A I LNEN COLUMN DF-7A I L 4 50ALE: 1/4" = 1'-0" 50ALE: 5/4" = I'-O" -500 5GALE: 5/4" = 1'-0" -500 - " SCALE: 3/4 - i O TOP OF EXIST. RIDOE V. +32.4' -------------------- ---- - - -- NEW ROOFING _ ONLY HATCHED = O AREAS- SEE NOTE ® SECTION W NEW GEMENT LAP ` SIDING - SEE NOTE ® SECTION;ONLY (- HATCHED AREASuj U ARE NEW 51 EAS O O O LN O O U AREAS E _ J U J PAINT ENTIRE BUILDING TO Q MATCH LL=::::::j� LL==J1 �a SECOND FLOOR FINISH 0 0 i 00 riNFLOOR FINISH ELEV. +2.0' ------ AVG. GRADE_____ ELEV. +O.O' NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" } F- z w O V Q O O �R -D NEW ROOFING ONLY HATCHED AREAS- SEE NOTE 2 , _ - --- -- - -- ® SECTION Q :'ate C3 PROJECT: AZCONA/DEVITO - 77 NEW ROOFING ONLY HATCHED AREAS- SEE NOTE 0 SECTION O W v w U J O O O Q O O NEW GEMENT LAP 51DIN6 - SEE NOTE ® SECTION;ONLY OO OO -- O OA OA OA HATCHED AREAS ARE NEW SIDING AREAS NEW GEMENT WINDOW/DOOR FAINT ENTIRE TRIM, FASCIA,-/—. BUILDING TO EXTERIOR TRIM MATCH (TYP) EAST ELEVAT 101 (REAR) 5GALE: 1/4" = 1'-0" z w TT O U aj a 0 n4. p OQ ��rg r' -,► N Y }-� rT 037,60") 0 olp t4 � PROJECT: O O AZCONA/DEVITO RENOVATION O11 _ EDNEW ROOFING ONLY HATCHED E=_E�LLAREA5- 5EE NOTE ® SECTION 565 SOUTH HARBOR ROAD - - SOUTHOLD, N.Y. 11971 NEW GEMENT LAP - DRAWING TITLE: SIDING - SEE NOTE m SECTION;ONLY HATCHED AREAS ELEVATIONS ARE NEW SIDING O AREAS PAINT ENTIRE BUILDING TO MATCH PAGE: A-60 DATE: 02/19/18 12 OF 13 1�0�'TH ELEVATIO�I (LEFT SCE) 50ALE: 1/4" = 1'-0" 4" FRESH AIR VENT J L THROUGH ROOF I 3.,I I I I v I U I Q 4 MAYBE THIRD i Y I I I I L1J i I NOTE: FULL BATH FULL BATH FULL BATH NOTE-. U EXIST. BATHROOMS NOT FULL BATH FULL BATH FULL BATH I EXIST. BATHROOMS NOT - Lu --�--'T --___ PROVIDED ON RISER PROVIDED ON RISER DIAGRAM. EXIST. DIAGRAM. EXIST. PLUMBING TO REMAIN PLUMBING TO REMAIN = J J T__ --�--- 2111 :211i 2°i 2"I I2" i EGEND PROVIDE ABE500 FP200 FR 2 -r- "1 I „ I I 1 1 1 1 r - I 1 12 I I 12 12 I 1 I 12 EXPANDING FOAM (OR EQUAL) 'n Q4 1 I Q4 1 (� Q4 I 14 Q4 1 HOT WATER �n I 12 1 I 1 i I AT ALL PENETRATIONS IN FIRE �: Q4 I I� V I v I ----- 1 2 I I I RATED WALLS AND I �3 U• I 3j I� v1 1� - 3i uj 1; _ SUPPLY 1 I 1 ol� x z z. v dJ I 1 I I FLOORS/CEILIN65. PRODUCT _ _I 1II CONFORMS TO ASTM E 814, SHOWER\ IN N \ \ IN SHOWER NI \ - IFCSHOWER 2 1 SHOWER 2 1 1 SHOWER 2 I - I� 1- - I� _ I- �. I� �: TUB f-.._.._.. SUPPLY N �. IN N. �. IN nl - SHOWER N1 IN I tl1 GOLD WATER TUB A5TM E 84, AND UL 14"i9 " :- .. — ----_---- --------- A------- ---- 8 --------- 211 G.O. - - - - - PROVIDE "ABE500 FP200 FR FULL BATH POWDER BUTLER'S I FULL BATH POWDER BUTLER'S EXPANDING FOAM" (NS EQUAL) PANTRY _ _ 1-_ KITCHEN LAUNDRY Nps; ROOM PANTRY KITCHEN Ij LAUNDRY AT ALL PENETRATIONS IN FIRE ROOM RATED WALLS AND ROOM - ROOM ALL PLUMBING WORK I I FLOv ___r- -__ __ O 1 CONFORMS ITO A5TM E 814,PRODUCT SHALL CONFORM TO I Q4 04 O� ICE 1 i ASTM E 84, AND UL 14'Iq LOCAL PLUMBING CODE O I I p� IL --�� 2"� 2"I 211 2"1 2"1 211 2 1 I I q4 I MAKER 4� rT<_ - 2 1 1 1 1 1 1 1 1 GLEAN OUTI I t i 1 q4Q „ I3 1211 A5 REOV 1 1:12 1 I 1 I 1 I I I I Q4 11 j I I la 11 QI � 1 I 1 WA�►iER EXIST. F.A.I. TO Q4 1 1 REMAIN N.I.F. VI I� �I rS 31 IV V I Iv v 31 1V TI 1V = I I i l ABOVE DFE) _ . 1 V. Fr s: 1= 0 s: I= s 1- r I_ cr I: s I I U 1 1 2.. 2" 2" 2" c\VI 1N ivy Fry m nl In m nl IN �ry n� I� iv� IQ ISHOWER 2 2 1 DW 3" FL ORD IN - _ w/3" TRAP I- �I I I I DW I WASI+t=R - --- --------=- -� ----=--- ---=-- - ----- --- ---- G.O. 2 3 2 3 2 2 2 G.O. �.._...�y_.._.._.._.._.._..�,..._..�.._.._.._.�..._.�.._.._..�y_.._..�._.._.._..�y_.._.._.._.. • I G.O. 4" EXIST. WATER I I I I SUPPLY 1 I 1 4" HOUSE ~ IY I MAIN DRAIN 4 I Q � I N HOUSE TRAP m 1 K 1 TO STREET I rWATER MAIN G.o. NEW 3 L.._. _.._..�1 BOILER 4" TO SEWER SYSTEM z w - PLUM31 NC RISER - SUPPLY 0 PLUME31 NC RISER I RAIN / NASTY / ANT U SCALE: NTS SCALE: NTS ui F- Q 0 BEDROOM #2 BEDROOM #3 NOTE: ED a �� RC y FUEL OAS WORK M. p SHALL CONFORM O� s 0 TO LOCAL PLUMBING CODE # 2 `f N6 FIREPLACE N6 FIREPLACE FUEL 6A5 Q INSERT INSERT _= d PIPING PENETRATIONS: m m 1. PROVIDE "ABE500 FF200 FR 03740'0 (� EXPANDING FOAM" (OR EQUAL) ��` AT ALL PENETRATIONS AT WALL5 Q F N C.�`° AND FLOORS/CEILIN65. 2.PRODUCT CONFORMS To ASTM E 814,A5TM E 84, AND UL 14'19 DINING ROOM KITCHEN LAUNDRIY ROOM PROJECT: AZCONA/DEVITO N6 FIREPLACE RENOVATION INSERT n1 RANGE m DRYER 565 SOUTH HARBOR ROAD SOUTHOLD, N.Y. 11971 EXIST. OAS DRAWING TITLE: SUPPLY a PLUMBER RISER DIAGRAMS Q GAS RISER DIAGRAM y a :NE:A LER PAGE: BACKFLOW PREVENTION: A-700 PROVIDE BACKWATER VALVES IN COMPLIANCE WITH BG 6501.1 AMENDMENTS TO A50E 24-05 5ECTION5'1.3.3 d '1.3.4. DATE: 02/19/18 13 OF 13 CAS RISER - SUPPLY SCALE: NTS D 11 -r^. Tflo3 -fol .u,, 9 Z hGN _ 7 p r II' I I f : I � W rw+swuwm - cr— '1 a U w U LLI Arl I � J I Q a t�. z O Q U Z W 0 a z = a O —A u Z m A*Wnpft#� Lu ~ W d J Z Q m Q OZ F. No LL. IN— U ~ +eu z 1W— Lu W W I— W LLJ Z W 00 W X U N Q� 00 V1 f Lij a o N 0 C14 1, N ri W a—I �D A&C� M. P 'I 037405 yob SOF NE`N PROJECT: AZCONA/DEVITO 'f RENOVATION ARCHITECTURE ANTHONY PORTILLO, R .A. LEED APO' _ 565 SOUTH HARBOR ROAD ' A SOUTHOLD, N.Y. 11971 n 15400 MAIN ROAD 254s 36TH STREET li3 SUITE 256 DRAWING TITLE: ' MATTITUCK, NX. 11952 BROOKLYN N .Y. 11232 TITLE PAGE LLC 0:516-214-0160 0: 716-572-4741 PAGE: IF li jr I vu DATE: 11/26/18 1 OF 13 CARPENTRY F A(5 F. <E)000' NOTES $ 5FEG I F I GATT ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 8-75) UNLESS IT 15 THE CONTRACTOR'S RE5PON5113ILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. TOSETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPON5161LITY TO READ ALL NOTES, 2 ALL LUMBER IN CRAWL SPACES TO BE 1W ABOVE SCRATCH GOAT. MAINTAIN e I TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS(PRIOR TO WORK SITE LAYOUT NOTES: T /�'��• x /� 8 MIN. FOUNDATION EXPOSURE. L.OT I.�OVE�I"tC'�� 3. 51LL5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO I• THIS 15 AN ARCH I TEGTS SITE PLAN 15 GENERAL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" SUBJECT TO VERIFICATION BY A L I GENSED -7 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. TAX MAP # APPLICABLE BUILDING DEPARTMENT. SURVEYOR. THE INFOi�MATION 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WOixKMAN LIKE MANNER. 4• AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR REPRESENTED ON THIS SITE PLAN IS TO THE ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. , D I STR I GT R-40 (GONi=ORM I NC-�) �� ® SITE PLAN ALL DIMENSIONS, SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ARCHITECTS BEST OF KNOWLEDGE. GENERAL NOTES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 2. 5UR\/EY INFORMATION WA5 OBTAINED o 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. I /o LOT AND AUTHORITIES HAVING JURISDICTION. FROM A SUR\/EY DATED MARCH I, 1, i 72 AND DESCRIPTION AREA GOVERASE 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.D.N. PREPARED BY: OF THE OWNER/BUILDER TOTAL LOT AREA 28,�08.F� S.F. A�200 HOEDOWN, ANCHOR BOLT, ?. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING YOUNG $ YOUNG STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. STRUCTURAL DESIGN LOADS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROGEEDIN& 400 O5TRANDER AVENUE EXISTING HOUSE 1,425.ci S.F. 5.0% WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. RIVERHEAD, N.Y. 6 . NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE A-201 FIRE BLOCKING UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE EXISTINO C�ARASE 864.0 S.F. 5.0% STRAPPING & NAILING DETAILS 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS NOTES FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXISTINO COVERED PORCH 541.5 S.F. 1.2% 8. DRY WELLS AS REOUIRED BY STATE AND LOCAL CODES. APPLICABLE. 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. PROPOSED I STORY ADDITION 521.2 S.F. 1 8% � - 00 DEMOLITION PLANS NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. , APPROVALS, ERTIFICAT1[ 10. ONNEBEUS,DGERT. OF OCCUPANCY OR COMPLETION AARE RESPON51BLE FOR ALLIND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR PROPOSED 2 STORY ADDITION 151.0 S.F. 0.5% APPROVED EQUAL. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT PROPOSED PORCH ADDITION 284.5 S.F. I.O% v AND SHALL NOT BE ALTERED OR BE REPRODUCED WITIHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. FOUNDATION DEMOLITION PLAN PERMISSION FROM THE ARCHITECT. OO W 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS TOTAL AREA OF ALL STRUCTURES 558_1.11 S.F. 12.5% FOUNDATION PLAN �_ U RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". - O J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE MAXIMUM COVERAC E ALLOWED = 20% Q A-2 /� 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS Ac=TOO FIRST FLOOR PLAN rz . RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK NECESSARY. BROOM GLEAN. O 12 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 _ I 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 1 " LIABILITY INSURANCE. ALL SHALL COMPLY WITH 5TATIE AND LOCAL CODES AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. A-401 SECOND FLOOR PLAN hK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB O 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. O _ THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER PAGE A-I THROUGH A-3. 0�� -� � �►� 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 5 ocli O �� _ A-402 ATTIC PLAN ARGHITECT/ENGINEER, AND THEIR AGENTS AND EMPL01(EE5 FROM AND ACCORDANCE w/ AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER � 1 ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ROOF FRAMING PLAN THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE', L055 OR EXPENSE (A) METAL BY REPEATED BRU5HIN6, DIPPING, OR SOAKING UNTIL THE WOOD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, \ INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IE SPECIFIED BY P.T. LUMBER B) I5 CAUSED IN MANUFACTURER SUCH AS: EHANGERS, NAILS, SCRWS, FLASHING, ANCHOR BOLTS, ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). ( O WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 1 A� 00 SECTIONS CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY \ 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER 0 OF THE FOLLOWING: O BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN I.aE MIGROLAM 1 U Z B. GEORGIA PACIFIC 2.0E G-P LAM // w 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES \ a r"t�LJOO ~ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM ELEVATIONS a OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s N a TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PECIFICATION5, III 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE 1 O APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, a z T/ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT' WRITTEN NOTES, AND TABLES ON PAGES A-I, A-2, B A-3. THE FASTENING SCHEDULE AUTHORIZATION OF THE ARGHITEGENGINEER. 'D SPECIFIES THE REQNAILING FOR THE SHEATHING (ANY NAILING 101. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN)f SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPER5Ef7E THE FASTENING \ A��O I ELEVATIONS o NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL PIMEN51ONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED \ z m PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS MANU. SPEG.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE b RELOCATE A5 REQUIRED ALL EXISTING WORK \ EXIST. 15TRY a WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: w GARAGE IS NOT _ a WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, PART OF THI51 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. FILING EXIST. DRIVEWAY A-700 PLUMBING RISER DIAGRAMS m J SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL W STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT t7 SECURE w/(2) 1/2" m ANCHOR BOL75 (4" LONG EXPANSION BOLTS ® \ GAS RISER DIAGRAM o 0 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALL5 d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY z Q POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 1 m Q 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTEDAGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). O UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR a USE Z � U- COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W \ EXIST. GONG. 0 u V STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, PATIO Z w w FOUNDATION, CONCRETE, AND MASONRY U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG u' J I. CONTRACTORS TO VERIFY ALL DIMENSIONS BASEMENT OF EXISTING FOUNDATION A5 IT w/b" RISE d W (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS �`""' 2 �ASONRY w X APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. \ STAIR SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF SLA Ar,UNITS 562' Ov N Q O THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. /22?' �Pe 1 00 00 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L ASPHALT ROOFING SHINGLES 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLA55-A ASPHALT ROOFING \ Q o N 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. SHINGLES OR APPROVED EQUAL. / / PRI STORY 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE„ OP.UNLE55 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE �/ / 1 cv/ ADDITION > OTHERWISE NOTED NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE n / w AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL j -7 Ix 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. \ o 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF W-A UNTIL 151 TIER OF FRAMING 15 IN PLACE. CONSTRUCTION. rR PROP. s 1 ED A PROF. EXIST. 2 STRY WD. R \ ,2 STORY FR. DWELLING �G M P c'j/A -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOV4N ON DRAWINGS. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S ADDIT. SPECIFICATIONS. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. 5. NAILING OF ROOFING SHALL BE TO CODE. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE A-2. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED Q 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRES51'VE STRENGTH AT 28PROP. PORCH; DAYS OF 4,000 P.5.1., U.O.N. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR a;3' ADDITION g2q 1 037405 yQ 2:12 PITCHES TO 4:12 PITCHES 11. GONG. SLA55 TO REST ON MIN. OF 6" FINE &RAVEL OR SAND WITH OF t4 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF n 28"� n 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRTHE SEALANT TO UPLIFT FORGES USING ASTM D 6381.AMING. EX15TINO COVERED 1 PORCH 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CODES AND REFERENCE STANDARD: \ b°•o 3s'O' PROJECT: (1) WALL TIE PER (3) 50. FT. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, BUILDING GORE, 2015 INTERNATIONAL RE51DENTIAL CODE, AND 2015 PROPERTY AZCONA/DEVITO MAINTENANCE CODE. 1 MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 2. WO DFERENCE STANDARD USED FRAMING, AND CONNECTIONFOR ALL HOOD FRAMING,FOUNDATIION -- 20 2 WOOD FTIONS RAME OF \ WP`�K RENOVATION 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 15,E BR�GK FROM FOOTING TO 2" ABOVE FINISH GRADE. CONSTRUCTION MANUAL BY AF $ PA. GX I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 1 OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENOINEER. NO CODE. \ $ 3 I� CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 565 SOUTH HARBOR ROAD 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. 1 � S ARCHITECT/ENGINEER. OUTHOLD, N.Y. 11971 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, \ o I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND NFPA "70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. dJ WHERE EVER APPLICABLE. DRAWING TITLE: 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A NORK 1 GENERAL NOTES TE MIN. 10" DEEP PROJECTING b" ON EACH 51ME OF THE I~OUNDATION WALL. S1STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR \ PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THF- FOOTING. ALL 4" THICK CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORGIN6. SITE PLAN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED RECEIVE CLARIFICATION FROM ARGHITEGT/ENOINEER PRIOR TO PROCEEDING. AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x 5" 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. DEEP $ 5'-0" BELOW GRADE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. �y STOCKPILE ALL EXCAVATED MATERIALS. ELECTRICAL: I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE PAGE: TO 2011 NATIONAL ELECTRIC CODE, NFPA 10 AND 2015 INTERNATIONAL ENERGY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR O CONSERVATION CODE. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 2. CONTRACTOR WILL FURNI5H A FIRE UNDERWRITER5 GERTIFIGATE UPON A- 0 COMPLETION OF WORK. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. �j� W 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA •72: - GENERALLY, VERIFY OR PROVIDE HARD WIRED 44 SMOKE DETECTORS w 5- DATE: 11/26/18 2 OF 13/BATTERY BACK-UP IN: � ��' +�� A. EACH SLEEPING ROOM B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF JJ�� j� I FLAN}� THE BEDROOMS (GENERALLY THE HALLWAY) J ARG I I I TEGTURAL SITE FJ....l" 1�l G. EVERY LEVEL OF DWELLING (5A5MENT, FIRST FLOOR, $ SECOND FLOOR, ETC) SCALE: I'-O" = 15'-0" " I DI ¢$ I IAEFASTENING SCHEDULE A COONS Ir RU� I�-I O �l ETAILS W Il IL ) OATH I I }� NOTE: TH15 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS I�I -"� I I G /` I`l�HOR E30LT 5FE� I F ( �A� ®I 5 (5EE PAGE A-2 FOR STRAPPING AND NAILING REOUIREMENT5, GOI V I EC., I I OI�l DETAILS /� AND ROUGH OPENING FRAMING REG2UIREMENTS) ALL NAILING 15 A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 50ALE SPECIFICATION (WFGM TABLES 3.2A $ 3.28, P. 112) CORNER 6"-12° FCZR, Al I_ STRI IC,T IR,er,: FASTENER SPEC. FASTENER CONDITION s DESCRIPTION 3q /e ANCHOR BOLTS ® 3a O.G. AND QUANTITY 5PAG I NG .. ' ROOF CEILING FRAMING n NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER jn�QQD `f Q 15 WOOD JO I I. MIN. -1" EMBEDMENT INTO CONCRETE W 3" SQUARE WASHERS AND END NUT SETUP; GEILIN6 J015T TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER J015T BLOCKING JOIST HANGS ; 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP END TOP TWO COURSES SOLID CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP GIRDER/HEADER OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 COLLAR TIE TO RAFTER (FAGS-NAIL) REQUEST 5K IF NEEDED PER TIE WOOD GIRDER WOOD JOIST 3. ANCHOR BOLTS ARE TO BE BETWEEN b" $ 12" PLAN DIAGRAM OF ZONES FROM ENDS AND CORNERS (TWO ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END (5EE DIAGRAM TO LEFT) c 4. COORDINATE w/ HOEDOWN LOCATIONS RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAMING OVER WOOD G 1 RDER JOIST FRAMING FLUSH WITH G I RDER/HEADER WALL FRAMING w TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT V TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FW— U STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 0 J HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib" O.G. ALONG EDGES Q WALL STUD WALL STUD 0 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 BOTTOM PLATBOTTOM PLAT PER STUD E BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1,2 BATHTUB 5U5 FLOOR ENDJOI5T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON PER FOOT DOUBLE JO I ST DOUBLE JOIST FLOOR FRAMING JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE J0157 FOR NON—BEARING WALLS BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST Z KING STUDS BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST Q z RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT nJa Q Q GR I PPLE STUD ROOF SHEATH I NC o HEADER I I�l I O/5 R A�F I I V,O q� W I I L ON/DOOR HEADER STRUCTURA NAIL L PANELS: (5EE AL50 GRAPHIC, ad COMMON b" EDGE / 12" FIELD (L Z INTERIOR ZONE THIS SECTION) 8d COMMON b" EDGE / 12" FIELD O TOP PLATE PERIMETER ZONE (4" O.G. ® &ABLE U- � m NOTATION: AKE H. w O JACK STUDS A- NUMBER OF 8d NAILS ® EA. END OF STRAPPING (3.7, P. 15.7-2001) GE I L I NG SHEATHING 2 B- NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. Iq3 -2001) w WALL STUD G- NUMBER OF FULL HEIGHT KING STUDS a ® EA. 51DE OF HEADER (3.230, P. I13 - ALTERNATE,-1.25P, PG. Iq4 -2001) W H D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD T' EDGE / 1ALTERNATE,-1.25P, GYPSUM WALLBOARD Sd COOLERS m TO END OF HEADER® EA. SIDE (3.7,P. 15"1 4 WORK5HEET-2001) Z N E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, PI91-2001) p Nth A D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATHING .� z Q TYPICAL HEADER CONNECTION ALTERNATI\/E RAFTER TO WALL STUD CONNECTION TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) CO(3.8, P. 157 8 WORKSHEET -2001) 00 Q Z G STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD t- � � Lu B E FASTENING 5GHEDULE B 6YP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD ? Jul I ND RES 15TANT CONSTRUCTION CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN05 2m w Lu F [IN ACCORDANCE WITH WOOD FRAMEFLOOR SHEATHING (SUBFLOOR) CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITION I OU N Q O 00 RI DOE—TO—RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: w I" or LESS 8d COMMON b" EDGE / 12" FIELD F- CNm ROUGH '°` B G D E F G GREATER THAN I" Iod COMMON b" EDGE / 6" FIELD p N RAFTER-TO—WALL H�1 APPLY TO EACH RAFTER OPNG N RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 1 1 1 1 W PLATE-TO--WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 4'-0" 4 I 2 2 2 2 „ REQUIRES SILL PLATE OF 2"x6" (,MIN.) 6'-O" 5 I 3 3 3 3 2ND. FLOOR WALL—TO-IST. FLOOR WALL LFTA or 0520 @ 56 APPLY TO EACH WALL STUD REQUIRES (3) 2°x12" HDR (MIN) -1 -pqp HEADER-T0'-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD 8'-0" 2 3 4 4 4 '�F%N n� CRIPPLE STUD—TO—HEADER H3 APPLY TO EACH CRIPPLE STUD 4' a SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH S I DEWALL END * �'"ss IST. FLOOR—UNDER—SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE N o3�o� O� F0F (USE WITH 3 SQUARE WASHERS) 03740'J Jl USE THE FOLLOWING OR ,APPROVED 51NIP50N METAL CONNEGTORS FOR PROPER WIND RESISTANT CON5TRUCTION. Sf= G NC OF TOF f LATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION IN5TRUGTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. STRUCTURAL DESIGN LOADS PROJECT: TOP PLATE AZCO N A/D EV I TO SPLICE LEN&H � USE LIVE LOAD DEAD LOAD RENOVATION AI G TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS fI�E�OV/`TI®1�i GONTI NUOUS BUILT—U� D I RDERS THREE OR MORE SUPPORTS FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES B$G - EXTERIOR BALCONIES 60 psf 15 psf I �9/ 'i ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE DECKS 40 psf 15 psf BUILDING MINIMUM 5PLICE',2`4 BUILDING MINIMUM 5PLIGE" CONNECTION BE/4 OF CEN A6 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) PA55ANOER VEHICLE GARAGES 50 psf - AS PER PLAN I 565 SOUTH HARBOR ROAD PATTERN DESGRIPTIor� ASSEMBLY REQUIREMENTS: WHEN 6IRDER5 MADE UP OF JOISTS NAILED TOGETHER ATTIG5 WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf I5 psf SOUTHOLD, N.Y. 11971 A ILS® 12"O.G. MAX.32" 51DE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" (2)ROWS IOd NAP SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROWS IOd NAILS• 12"O.G. � 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-0"/3'-q" Ib'-O" 4'-0" ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf IS psf DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf c (2)Rows 1/2"m BOLTS m I2"o.c.srA66ERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE DBL.®ENDS TWO-PIECE 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" WN, ANCHOR BOLT, - BUILT uP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. D (2)ROWS 1/2" m BOLTS m 16"O.G. 24'-0" 4'-0"/5'-0" 24'-O" 6'-O" SLEEPING ROOMS 30 psf 15 psf STRAPPING, & NAILING DETAILS NAILING` STRUCTURAL DESIGN LOADS E (2)ROh15 I/2" ('BOLTS m 24"0.0. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 5'-O"/6'-3" 28'-O" '71-0" STAIRS 40 psf 15 psf BETWEEN 1/6 WITH Iod NAILS, TWO NEAR EACH END OF EACH PIECE, (2)ROWS 3-3/8"TRU55LOGK SCFZEWS m 12"O.G. d I/4 OF A F SCREWED ON(I)SIDE OF MEMBER STAGGERED WITH A DISTANCE OF 16 INCHES _ - GUARDRAILS AND HANDRAILS 200 psf 15 psf (2)RONLS 3-3/8"TRUSSLOGK SCF2EW5 0 16"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE; OR 5IRDER5 ARE 52--0" 6 O Ci-6 32-O 8 O G SCREWED ON(U SIDE of MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH JOIST, OTHERS 5TA65ERED w/ A I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-O" '1'-0"/8'-q" 36'-O" q'-O" 12 psf FOR ATTIC PAGE: l2)ROw5 3-3/a"TRU55LOGK 5GREw5• 24"o.C. f, D157ANOE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf p H SCREWED ON(1)SIDE OF MEMBEF2 �� CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE p 15 psf FOR CATH. THREE-PIECE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO (2)ROWS 5"TRUr'5LOCK 50REWS,• 12"D.G. BUILT UP GIRDER MAX.32" PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O 8-O /10-O 40-O" II-O SCREWED ON BOTH SIDE OF MEMBER p THREE-PIECE GIRDER5 ARE TO BE NAILED w/ CE, NAILS 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A-2 U (2)ROviS 5"TRISSLOGK SCR N5,• 16"O.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING IN EXPOSURE B 50'-O" 10'-O"/12'-b" 50'-O" 13'-O" K 11 SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) L (2)ROW5 5"TRUSSLOGK SCREWS m 24"O.C. BETWEEN 1/6 A D15TANOE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENOTH5 ARE BASED ON 8 FOOT WALL SCREWED ON BOTH SIDE OF MEMBER d 1/4 OFA HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60'-0" HORIZONTAL LINE. LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE „ DATE: 11/26/18 3 OF 13 NOTE: FOUR-PIECE 61DER5 ARE TO BE A55EMLEP AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O 14-O' 70-O Iq-O I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN'A'WHEN W OR SMALLER d CONNECTION PATTERN 'B'WHEN 10"OR LARGER p GIRDER. q'WALL- 1.125 80'-0" Ib'-O" 80'-O" 22'-0" 10'WALL- 1.25 2.WHEN 50REWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUlR_q:qErl I ANCHORING: II'WALL- 1.315 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P 12'WALL - 1.5 THI5 COLUMN w/MULTIPLIER GIRDER5 ARE TO BE SECURELY ANCHORED TD MASONRY PIERS, NAILED TO WOOD POSTS OR BOLTED TO 57EEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0"WALL TYf=I GAL. NA I L I NO/STRAFE I NO REOU I RD-TENTS FOR ADDITIONAL NOTES SFE F I SAT I ONS F I REE3LOG, NO FOR FLATFORM FRAM I NO ` Uf=L I FT/ SHEAR/ $ LATERAL W IND RES STANCE (FOR ENOINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SFEG.'5 FOR ADDITIONAL INFO.) TYPICAL NAILINO/STRAPPING REQUIREMENTS FOR I-Jolsrs UPLIFT, SHEAR, 4 LATERAL WIND RE515TANCE I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THIS SECTION, THE GOVERNING I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES AS FIRE-STOPPING. � BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T GONNEGTION D) a D2 SERVES AS FIRESLOPPING. NOTCHING AND BORING OF SOLID SAWN RAFTERS 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE GUT PLATE SERVE AS FIRE5TOPPING. IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE 4. FDR PLATFORM FRAME CONSTRUCTION: THE DOUBLE „�-„.»-•„„„„....•• SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTER DEPTH. WHERE NOTCHES JOIST SERVES AS FIRESTOPPING. Ar- AT STUD TO FLOOR ASSEMBLY TO SILL ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DIEPTH. • + PLATE(5) CONNECTION: BORED HOLES ARE LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING • THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OR OF NONCOM-51)5TIBLE FILL. FOR STRAP - 3 8 d COMMON NAILS ® EA. b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE END OF STRAP (WRAP STRAP UNDER SILL PL.) NOTGHINO AND BORING OF STUDS AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD JOISTS SERVE AS FIRE5TOPPING. D ° FOR EA. PLATE TO STUD ABOVE Q OR BELOW - OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT d COMMON NAILS EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE ACTUAL '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND ° ° STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN r%a" TO THE EDGE OF 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS ALTERNATE CONFIGURATION - ABOVE STUD TO THE STUD. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION 4 SERVE AS FIRE5TOPPING. ` e FLOOR CONNECTION W/ # LP74 SIMPSON (OR o3 8. THE HEADER SERVES A5 FIRE-STOPPING. ° EQUAL) ® PLATFORM TO SILL PLATES q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL 57ANDARD/ALTERNATE 5TR NGER TOE ADDED ESERVE ASTNEEN IRE55 IN TOPPING PARTITION ADJACENT TO M: MATERIALS STANDARDS Lu THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE OF ANY IMATERIAL IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR . OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH AND THE AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTIMIG BY AN 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL (- APPROVED AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDE5 EQUIVALENT OR ORE:ATER STRUCTURAL / I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W OF TH15 DOCUMENT ( THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIIGAN WOOD THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING = _j COUNCIL'S WFGM WOOD FRAME CONSTRUCTION MANUAL AND TH15 P D FORMAT, AND CHIMNEY, THE SPACE ABOVE THE HE CHIMNEY G SHALL R LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED As APPLICABLE AS A DERIVED WORK ). AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL J 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON PLATFORM FRAME CONSTRUCTION Q CONNECTION GI � G2 M I IDENTIFICATION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE -LOCATIONS REQUIRUNG FIRE5TOPPIN6- AS FIRE5TOPPING. ,; ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PREFABRICATED WOOD I-JOISTS, 5TRUGTURAL COMPOSITE LUMBER, PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND 5TRU)GTURAL PANELS, FIRE- WOOD FlRESTOPPIN6 FIRESTOPPIN6 SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN MI.1 THROUGH MI.a. STOPPING FIRE- STOPPING FIRE- FIRE- SOLE STOPPING STOPPING rf�„ter • M 1.1 LUMBER • AT STUD TO FLOOR ASSEMBLY ALL WOOD MEMBERS USED FOR LOAD-BEARING PURP05E5, INCLUDING END-JOINTED ANID EDGE-GLUED LUMBER, • SHALL BE IDENTIFIED BY THE ORADEMARK OF A LUMBER GRADINO OR INSPECTION AOENGY WHIGH PARTICIPATES TO STUD CONNECTION: VERTICAL y G I IN AN ACCREDITATION PROGRAM SUCH AS THE AMERICAN LUMBER STANDARDS GOMMIT7EE OR EQUIVALENT. � FIRESTOPPIN6 1n°,'"' '`s<.�` C.OVERIN6 15 APPLIED THE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH TO VIVER5IDe OF ° FOR STRAP - 3 &d COMMON COMPLIES WITH THE REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE 1`520-oiQ. LOCATION I LOCATION 2 LOCATION 3 �•' '� JOISTS ° NAILS ® EA. END OF STRAP LOCATION 4 M 1.2 GLUED LAMINATED TIMBERS 5 ° GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/ALTO A I qO.1 5TRUG:TURAL GLUED NONGOMBU�rIBLE ALTERNATE LOCATION FOR EA. PLATE TO STUD ABOVE 4 OR FIRESTOPPING BELOW - 2 I6 d COMMON NAILS LAMINATED TIMBERS. SOLE WOOD FIRE5TOPPING of GIRDER FIRESTOPPIN6 M 1.3 PREFABRICATED WOOD I-JOISTS LOCATION 5 LOCATION b ASSEMBLIES USING PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING STRUCTURAL GAPACIT[E5 OF PREFABRICATED WOOD I-JOISTS, THIS DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL. REQUIREMENTS AS >t 2'SPACE NOT 'am\ ggm To 13E FILLED ® NONcoMeuSrlsLE FIREsroPPING SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FIRESTOPPING �, A APFROX.I INCH THICK M 1.4 STRUCTURAL COMPOSITE LUMBER \ 0 \ D SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF LOCATION 7 \ a z ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE FIREsroPPING \ J MANUFACTURER'S CODE EVALUATION REPORT. LOCATION a LOCATION q a LOCATION 10 Q Q CONNECTION A M 1.5 PREFABRICATED WOOD TRUSSES LU ASSEMBLIES ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS OF 7HI5 DOCUMENT, THE it 0 OOVERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 As SET FORTH IN ANI51/TPI I NATIONAL a z MESION STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, = p -„„ .-- OR THE MANUFACTURER'S CODE EVALUATION REPORT. O -r AT RAFTER TO RIDGE M 1.6 GYPSUM w p CONNECTION: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS (OF ASTM 036 6 F- SPECIFICATION FOR GYPSUM WALLBOARD, ASTM 03-I SPECIFICATION FOR GYPSUM LATH, OR G7A5TM q /� \ / I w FOR STRAP 2 8 d COMMON SPECIFICATION FOR GYPSUM SHEATHING BOARD. A55RE Y I AT I ,`1S a J=I - .. NAILS ® EA. END OF STRAP M 1.7 HARDBOARD in 00 J HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONSK KIPS(1000 LBS) Z OF ANSI/AHA A135.4 BASIC N M `�•..,, Z m HARDBOARD OF ANSI/AHA AL35.6 HARDBOARD SIDING. ABBREVIATIONS N �"^• MANU.5PEG.'s MANUFACTURER'S SPECIFICATIONS Z Q M 1.5 STRUCTURAL PANELS BD. BOARD MAX. MAXIMUM m Q BFE BASE FLOOD ELEVATION MECH. MECHANICAL Q < z M 1.5.1 PLYWOOD BLDG. BUILDING F- MIN. MINIMUM -� N p p F- PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF IBM BEAM INAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 z W a w U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 (1`5 1) CONSTRUCTION AND B.O. BOTTOM of w p NYG BG NEW YORK CITY BUILDING GODS INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (PS2) BOT. BorroM w Ix PERFORE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE EVALUATION REPORTS. O.G. ON CENTER O 20 N I I I R I D B.O.W. ��BOTTOM OF WALL --- - OCG. LOGGUPANGY U U) Q F- M 1.5.2 G.J. CEILIN6 J015T PBS PRELIMINARY BASE FLOOD ELEVATION 00 ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND BOARD OR WAFERBOARD DBL. DOUBLE P.GONG. POURED CONCRETE Ijj 00 T �n USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S. DEPARTMENT OF CORWERGE VOLUNTARY vFE DESIGN FLOOD ELEVATION t.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd PL. I PLATE Q O cV COMMON NAIL w/o PREBORED HOLES. PRODUCT STANDARD 2 (P52) PERFORMANCEVOLUNTARY PRODUCT STANDARD FOR WOOD-BASED DIM. DIMENSIONSTRUCTURAL- USE PANELS OR APPLICABLE CODE EVALUATION REPORTS. p N PLYWD. PLYwoov �ry 2 2.WOOD IS ASSUMED TO BE DF,#2 Q BTR, IN DRY USE D.J. DECK JOISTS P.T. PRESSURE TREATED R.R. 21t cv SERVICE EA. EACH M 1.a.3 PARTICLEBOARD ----� � \ UJI 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL PARTICLEBOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM To AN51 A208.1 ELEy, ELEVATION Rl f REQUIRED -- \ry + • • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. EauIP. Eau1PMENr RI RISER • • • • HOLE5,5ET NEW MEMBER. RM. ROOM + • • EXIST. • • • 4.NO MIXING OF NAIL SIZES OR TYPE5 ALLOWED M 1.5EXISTING.4 FIBERBOARD R.R. ROOF RAFTER • • � FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF EXTERIOR STL. STEEL !R DA TIES ?p 5.SEE SECTION b FOR ANY REQ'T TI6FfTLY BOND THE END OF THE NAIL L TOA 90° ANGLE,SEE CLINCH THE NAILS(TO ANSI/AHA AIg4.1 CELLULOSIC FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR CELLULOSIC F.A.I.EXT..I. FRESH AIR INTAKEM. ` RC,S, S.V. SMART VENT &RAPHIG BELOW) FIBER INSULATING BOARD. FAR FLOOR AREA RATIO TBD TO BE DETERMINED �� p� A `ry F.A.V. FRESH AIR VENT t/ �` 0, b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY TEMP&L. TEMPERED&LASS !� M 1.5.5 r SECTION 12.4-PLACEMENT OF NAILS E SPIKES E TABLE �-�FINISHED FLOOR � •=. , . CR 4-1. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL THK. THICK- TOP HICK FF ELEV. FIRST FLOOR ELEVATION l MEET THE REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I (PS- I), �� T.O.W. TOP OF WALL THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE IF.J. -�FLOOR JOISTS Tr TREAD �- EVALUATION REPORTS. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION NA TYP. TYPICAL FR. FRAME M 2.2 FASTENERS AND CONNECTORS ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS U.O.N. UNLESS OTHERWISE NOTED FRPR. FIREPROOF _ �-P --- �j SPECIFIED IN M :2.2.1 THROUGH M 2.2.7. � � W.F. VERIFY IN FIELD �F ISE• OONNEGTION BI 52 AT RAFTER TO TOP PLATE TO STUD GYP.BD. GYPSUM BOARD w/ WITH CONNECTION: M 2.2.1 BOLTS H.D. HOLD DOWN --�NOoD / BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND HEX BOLTS AND SCREWS ('INCH SERIES). HDR HEADER �zR zoNN&RESOLUTION PROJECT: o 0 ° FOR STRAP - 3 E3 d COMMON NAILS @ M 2.2.2 LAO SCREWS HNOR HANGER EA. END OF STRAP: LAG 5CREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ AME Bla.2.1 SQUARE AND INSUL. INSULATION . . AZCONA/DEV�TO • • SEE WHEN IN TOWN OF (SLIP OR NAILING HEX BOLTS AND 5GREWS (INCH SERIES). INT. INTERIOR -`' NOTE GEOMETRY EXCEEDS THAT PERMITTED IN E31 + MAX. NAILING GRID ABOVE UTILIZE M 2.2.3 TRUSS METAL CONNECTOR PLATES RENOVATION I SIMP50N # H2A (OR EQUAL) RAFTER TIE TRU55 METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL MESION STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS G:ONSTRUGTION, THE GOVERNING + FOR TOENAILINO - 3 8 d COMMON NAILS BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. + USE SAME FOR G.J. TO R.R. - q I6 d COMMON NAILS M 2.2.4 coFOR TRAI5ED GJ s - -��M � '"`"~--••• + METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND GAGE ARE 5PEGIFIIED, MINIMUM 565 SOUTH HARBOR ROAD (WHEN APPLICABLE) FOR EA. PLATE TO STUD ABOVE $ OR BELOW ASTM A653, STRUCTURAL QUALITY, GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL MEET THE SOUTHOLD, N.Y. 11971 COMMON NAILS REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMEN75 AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. M 2.2.5 NAILS DRAWING TITLE: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: FIREBLOCKING NAILS, SPIKES, AND 5TAPLE5. 50LID STRAPPING, & NAILING DETAILS BLOCKIN& M 2.2.6 PNEUMATIC NAILS AND STAPLES a EA.BAY PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS OF THE NOTES GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. M 2.2.7 5CREWS • 5CREW5 SHALL COMPLY WITH AN5I/A5ME B Ia.b.1 WOODSCREW5 (INCH SERIES). PAGE: 0% 01 A-em I STRAP w/03) AT G.J. TO G.J. CONNECTION: DATE: 11/26/18 4 OF 13 ""'^•-...,,,� Bd NAILS o EA.END `^ �^ OF EA.STRAP TO EA.JOIST-(FOR FOR G.J. TO G.J. - a16 d COMMON NAILS ALTERNATE USE - 51MPSON H2.5A) (/ I `S AL 5 I �50L <EI : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 5TL. WHEN APPLICABLE) NEW BRICK VENEER Q HARD WIRED SMOKE AND CARBON 5M/CO MONOXIDE DETECTOR COMBO NEW POURED CONCRETE W BATTERY BACK-UP 4 NEW/EXI5T. LOAD BEARING 50 G.F.M. EXHAUST WALL FAN W DAMPER WALL (EXIST. OR PRO.) TO HAVE 50 G.F.M. EXHAUST 5-I/2" F.G. SOUND BATTS FL FAN 4 LIGHT GOMBP w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS r (MIN. (2) 2"x6" STRUCTURAL POST FOR b" WALLS), U.O.N. EXIST. TUB TO BE REMOVED EXIST. ELECT. EXIST. RADIATOR TO METER TO BE BE REMOVED REMOVED I __ EXIST. BATHROOM TO BE —— ——- I J I r \ REMOVED. GONSULT WITH DEMOLITION NOTE: J I 1 \ EXIST. WALL I EXIS .I I I OWNER FOR FIXTURE I. ENTIRE FOYER/LAUNDRY ROOM TO BE I 1 DEMOLITION NOTE: (� TO BE I G I I / REMOVED. CONSULT WITH OWNER FOR I / I. ALL EXISTING RADIANT HEATING TO W I -- REMOVAL B STORAGE ______i ALL EXIST. WINDOWS ------ BE REMOVED. EXIST. 2"X4" RR H REMOVED 1 _—__———__ APPLIANCE REMOVAL AND STORAGE. ————————— TO BE REMOVED 8 2. ALL KITCHEN CABINETRY TO BE ALL EXIST. WINDOWS REPLACED (TYP.) 2. ALL EXISTING WINDOWS TO BE ® 22" O. REMOVED AND REPLACED.�ir�� / REMOVED $ REPLACED �` / —J TO BE REMOVED �M $ IIII `� 3. ALL EXISTING WINDOWS TO BE IfM' EXIST. V 'J . REMOVED AND REPLACED. II Ir ( BATHROOM I Q REPLACED (TYP.) EXIST � II I � II I� I) BATHROOM LUJ _moi 1 II I EXIST. 1 _ EXISTFIXTURES ENTRANCE TT. I y . n 1 II 11 F_ — TO BE REMOVED BE REMOVED RESET r T T L__� UP EXIST. EXIST. GLOSET, I ——_ —___J I I I 1 II EXIST. WALLS DOORS 8 WALLS `� GL. �? =_ss1_ -- I I I IIII a WINDOWS TO BE REMOVED EXIST. \ EXIST. WINDOW DN. ` TO BE REMOVED GL. \ TO BE I I 1 I I I III \ REMOVED. UP EXIST. KITCHEN I I I III I DEMOLITION NOTE: KITGH'EN FLOOR NOTE: 1 I I I I I I I III I I EXIST. IIII I I. ALL EXISTING WINDOWS TO BE i EXIST. WOOD FLOOR TO BE REMOVED LI I W I I D III EXIST. DOOR TO I I I BEDROOM III REMOVED AND REPLACED. II 8 STOf,'ED TO BE RE—USED ON SECOND F I I I IIII BE REMOVED d I III I II I FLOOR ADDITION II I I L___J L___J REPLACED EXIST. STAIR EXIST. WINDOWS / 41 I I I — RAILING $ 1 1 1 TO BE REMOVED I II II I I I WINDOW TO BE 1 1 1 & REPLACED III I I I I REMOVED IIII ® 22" O.G. ® 22" O.G. w \ EXIST. R.R. I EXIST. R.R. II I EXIST. WALL, DOORS O I�__qFJ I EXIST. 1 EXIST. WALLS 8 I II i Z I I cr CABINETS M BE REMOVED. FOYER/LAUNDRY \ 1 I DOOR TO BE p I I STAIRS REMAIN ,__l_J \ I 11 / I I �� ROOM _ _ 1 1 , `\ REMOVED DN. IL_ I — — _—' / I III / IIII III JC/ to pp IIII `\;> EXIST. RADIATOR I IIII1 I Q TO REMAIN ___— (III DN. ro LLL14 0000P91mou 09090000 1 ` onoo i0000u000.inoono0 ` Fm ————— FA7771 =b FFil :2u EXIST. DINING ROOM I -------------- ---- ----- `�O \ EXIST. J SII I HE RADIATORS TO BE `� \`\ I BEDROOM II FEB REMOVED ( III oo RELOCATED 1 1 I 1 I I � / 11 EXIST. IIII ER!BE I I , I I BATHROOM EXIST. DINING REMOVE EXIS IIII EXIST. WALLS, 11 ROOM SHELVING AND I IIII 1 I WINDOWS 4 11REMOVE & / 1 �p 0 \ I / `0 0 I I FIREPLACE MANTLE REMOVE EXIST. I III I / REPLACE EXIST./ ALL EXIST. WINDOWS X X I I BENCH SEATING & I IIII J DOORS TO BE / SHOWER PAN, _ — TO BE REMOVED B IIII I I RADIATOR I III IIII REMOVED / 11 -- I I n N I I TILE 8 FIXTURE — REPLACED (TYP.) I 1 II I N ® I I EXIST. WALL TO EXIST. LIVING 1 EXIST. 11 \ \ / / w OL' I I BE REMOVED ROOM III /, EXIST BEDROOM IIII j jj j \ I / F- C4� ALL EXIST. WINDOWS TO BE REMOVED $ I rT— _ - - - - - _ - - - - \- - 2XIORIDGE — IIII w I I 1 IIII r 11 � , IIH— — —{III w REPLACED (TYP.) _____ —————� — — — — — — — — — — — — — — — I 1 1 III I 11 \ / — IIII III / �\ III IIII o ALL EXIST. WINDOWS IIII I I / � IIII I I 11 \I / I I EXIST. WALLS �y / / I \ \ � EXIST. WINDOW U 1 70 BE TO BE 1 ( REPLA ED (TYP.) b i IIII i ___IJ — REMOVED O 8E i / / j \ \ p REMOVED / J 1 EXIST. WINDOW 8 III BE I I I WALL TO BE 0 / i \ iii 1 III , I 1 EXIST. I I REMOVED iV cV I \ U~i ® Q \ fly o 1 I CL. o w / EXIST. Bg BE // F EXIST. GL. gB RADIATOR TO / \ D ARC �g BE REMOVED \ GL. M. A II 1 ALL EXIST. WINDOWS I I / TO BE REMOVED 11 / EXIST. REPLACED (TYP.) 111 I I Q BEDROOM EXIST. FOYEXIST. BENCH To ER IIII LL �� I IIII I (P 2 Q` EXIST. DENREMOVED---1 �p 445 III BE I X '9�•P III 1 EXIST. DOORS I III I I ` OF t�� EXIST. TO BE REMOVED I II ALL EXIST. WINDOWS BEDROOMI EXIST. 2"X ® 22" O.G. ® 22" O.G. ALL EXIST. WINDOWS I IIII EXIST. 2"X6" R.R. I 6" R.R. � PROJECT: TO BE REMOVED ff TO BE REMOVED d REPLACED (TYP.) REPLACED (T`rF.) EXIST. PORTION UP OF WALL TO BE L J IIII REMOVED FOR AZCO NA D EVITO III \ I I NEW DOOR EXIST. I III EXIST. \ /� / EXIST. WINDOW TO BE RENOVATION --— ----- -- ----� ---— REMOVED. EXIST. PILLAR TO MOVED AND P AGH ADDITONEW PILLAR ° --- ---- 565 SOUTH HARBOR ROAD ALL EXIST. WINDOWS O BE REMOVED & SOUTHOLDs N.Y. 11971 T REPLACED (TYP.) DRAWING TITLE: DEMOLITION PLANS ❑ ❑ ❑ ❑ SECOND FLOOR DEMOLITION PLAN ATTI G DEMOLITION PLAN SGALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" F I RST FLOOR 17EMOL I T I ON FLAN PAGE: SGALE: 1/4" = 1'-0" eIR r W' m 0% %'o im", DATE: 11/26/18 5 OF 13 (5EI ` ERAL S I I " (BOL I<E) : _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN Q CARBON MONOXIDE NEW WOOD FRAME (L.O. GO DETECTOR STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT • HARD WIRED SMOKE AND CARBON WOOD FRAME (L.O. STL. 5 I O MONOXIDE DETECTOR COMBO W BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER O FOUNDATION NOTE: 50 G.F.M. EXHAUST NEW R-500 BATT. INSULATION IN ® MIN. (2) 2"x4" STRUCTURAL FL FAN # LIGHT GOMBP EXIST. a NEW FLOOR SYSTEM P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x95" STRUCTURAL <( P05T FOR 6 WALLS), U.O.N. 4q-1�2 EPDXY PIN NEW 10-2'— FOUNDATION WALL INTO 1 EXIST. FOUNDATION — — — — — — — — — 1 WALL;SEAL WATERTIGHT GONG. SEALANT (TYP) STEP FTG. DOWN TO L — FULL HT. FOUND.;STEP I I iy I' DN. E 2' HORZ. _500 I W UP 6.. �t cr. — — — — — — — — T r-T s , W EPDX'r PIN NEA FT5.INTO EXIST. FTG.; EXIST. 2"X6" F.J. V EMBED ALL HORZ. ® I6" O.G. FTG. REBAR INTO I V EXIST. FTG MIN 6" I VIEW STEEL L j z a ENTRY 3 Q DOOR z I O Lu N dx �" NEW FULL PROVIDE ffi BEAM POCKET K ® I BASEMENT M AS NEEDED x IDz wEXIST. WINDOW d I NEW 5.5"0 STEELrh DOOR TO BE COLUMN UPON NEW REMOVED I 24"x24"x195" FOOTIM5 - !L V - — EXIST. 2"Xa" F.J. x I N I NEW (2) a 16" O.G. in 2'-1"—�' ABANDON ENTRY iv `fl I I —11 N NEW 2 I.: xq.5' G.P. _ NEW 2 1.'15 xq.5' G.P. x� _ STAIR w — 2.0E LVL BEAM _ _ _ _ _ UP w N — z I I I 2.oE LVL BEAM z w I D (PROVIDE BEAM J PROVIDE BEAM 5_95„ F-Q PROV NE 1 POCKET, FLASH POCKET;FLASH 1-N W 2X95 EXIST. PORTION /11� EXIST. GONG. UP POCKET W/METAL POCKET W/ METAL O LEDGER BOLTEDOF WALL TO BE UP STAIR TO �i� I IORLV. FLASHING -j OALV. FLASHING INTO EXIST. GONG. REMOVED REMAIN m W =d SLAB - N oz \ Z , dJ QO 0 O NEW ,� _ a CRAWLSPACE - 0 w z ® EXIST. 2"X5" F.J. EXIST. SLAB a :t ® I6' O.G. a- NEW m Q Q NEW 5.5"(P STEEL N SINK H NEW 12"xl2" GONG. COLUMN, COLUMN UPON NEW W 0 DEPTH TO MATCH EXIST. 50"x50"x195" EXIST. w C7 BASEMENT SLAB. PIN INTO FOOTINGa- Z W L EXIST. FOUND ALL. BASEMENT PROVIDE IPOCKET a= 0 — — — — — EXI 4"x95" HEADER; I A5 NEEDED 0 BO (2) NEW I.75"xq.5" EXIST. 4"x95" HEADER. ~ m REMOVE EXIST. I NEW (2) I.75"xq.5" G.P. LVL EXIST. HEADER. w O GONG. FLOOR ff — — — — —��B— — BOLT NEW TH Ib5 LVL EXCAVATE NEW REMOVE EXIST. I (— - O GONG. FLOOR 8 q'-5 PROVIDE BEAM ON BOTH SIDES w y4 REMOVE TOP — NF1; (2) 115;y1I fS 15 p Q FTG. COURSES OF BRICK NEW 5.5"(P STEEL 0 J EXCAVATE NEW I • " I I POCKET;FLASH �� ,Ik 2.OE LVL BEAM � w FTG. I m I I OOCKET W ALV. FLASHING METAL AS u BEAM NEN FEEEJ OR COLUMN EW a la xON II'-O°NEW 3.5"� STEEL I I dJ v FOOTING u COLUMN UPON NEW Z N m PROVIDE =X 13U la"x95"x12" FOOTING ® I I I POCBEAMKETS �_ O NEW OAS BOILER (WEIL p 2'-II 0 z Q F--- 1 L L I I AS NEEDED N ® MGLAIN AND OR cV m Q EQUAL) AND WATER I I I A w HEATER N ® fAX L---J _._ A-500 I X A-500 N p F- - I 12'-bye" 12'-bye" z W o w ( n I NEW 2"X95" F.J. _ RIP EXIST. 4"x95" HEADER. _ _ _ w J EXIST. 4"x95" HEADER. _� EXIST. 4"x95 HEADER. LL a 16" O.G. $O[T�IE xq�✓"�� 5O7T-W RTP T-197x �-�O1 t =77 75� m w Lu Lu REMOVE EXIST. I I I I ON BOTH SIDES LVL ON BOTH SIDES LVL ON BOTH SIDOVI ES EXIST. 801LER d U N Q O HOT WATER GONG. FLOOR 8 TANK TO BE EXCAVATE NEW I I I " - FTG. ? COLUMN UPON NEW NEW 5.5"1P STEEL 4 IC BEAM POCKET-100 REMOVED COLUMN UPON NEW _ 00 m I I I I U Ib"xla'xl2' FOOTING 195"x195"x12" FOOTING AS NEEDED �;� I BACKFILL AREA I EPDXY PIN NEW d) \ x O ~ c1>1 N L —1WITH GLEAN FILL; FOUNDATION WALL INTO EXIST. WATER N POINT BRICK WALL AS ' COMPACT FILL I I EXIST. FOUNDATION METER Q Q F CV ei EVERY 6" WALL;SEAL WATERTIGHT U~i ® NEEDED. ALL U NEW N BRICK WALL UP TO X REMOVE EXIST. I I GONG. SEALANT (TYP.) X EXIST. HEADER d SISTER w w ri GONG. FLOOR 8 I w NEW 2Xa L EXCAVATE NEW I I I L — — — EXIST. PANEL EXIST". WATER FTG. METER I I I f — — — — — EXIST. CMU PILLARS TO q'-105�q" REMAIN. REMOVE BRICK AT D ARC EXIST. PANEL I TOP, REPLACE WITH CMU zl OI M O� �d) 0 iia MATCH F.F. HT. J x mm • TO EXIST. PORCH F.F. HT. N Qa L — — - - - - — — — >IX -AIX ' EXIST. 2"X95" F.J. w w T. 2X95F.J.EXIST. 2 w uai ® 16" O.G. fn O " O Q ® 16O.G. u? Q — — — — — — — — — — — X = LLJ 4� - - - - - - - rla �Io OF �y��N EXIST. OIL TANK 2 w z TO BE REMOVED I� zi o —Iq-by2 m a aro PROJECT: I <I N Q AZCONA I 01 CONNECT NEW POSTS TO EXIST. CMU PILLARS TO /DEVITO I EXIST. GONG. PORCH W/ REMAIN. REMOVE BRICK�i AT SIMPSON &ALV. TOP, REPLACE WITH CMU RENOVATION 565 SOUTH HARBOR ROAD SOUTHOLD, N.Y. 11971 DRAWING TITLE: EXIST. PORCH STRUCTURE TO ATTIC DEMOLITION PLAN REMAIN EX 1ST. BASEMENT I�)EMOL I T I ON PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION PLAN PAGE: 50ALE: 1/4" = I'-O" A-300 DATE: 11/26/18 6 OF 13 (5E `FERAL 5*%r��50L_ FLOOR PLAN NOTES DOOR NOTE: WINDOW /DOOR FRAMING: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O SEE PAGE A-200 FOR FRAMING O I. NEW WASH / DRY HOOK UP EXISTING TO BE DEMOLISHED • HARD WIRED SMOKE DETECTOR ELEMENTS AROUND DOORS AND 2.COORDINATE LAUND. ROOM 4 DOOR O w/ BATTERY BACK-UP OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 5M 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED WINDOWS (TTP. FOR ALL) U.O.N. DIM.'s w/SIZE OF EQUIP. EX15TINO TO REMAIN OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. PROVIDE HOOK UPS AS REQS PER O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 3. DOOR TYPE TO SELECT MANUFACTURER'S SPECS. 77- 4.INSTALL AS PER MANU 5PEC.'s STL. WHEN APPLICABLE) STAIR 8 RAILING NOTE: DRYER EXHAUST NOTE: ' • HARD WIRED SMOKE AND CARBON FOR FRONT ENTRY DOOR NOTE: O 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI I. DUCT SHALL TERMINATE TO EXTERIOR I. V.I.F. FRONT DOOR HAS MIN. 32 CLEAR OPENING 4 MIN. 9" Tr - RISERS SHALL BE CLOSED 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY NEW PARTIAL HEIGHT 5M/GO MONOXIDE DETECTOR COMBO WHEN DOOR 15 OPEN 110° 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING OPENINGS WOOD FRAME (L.G. STL. w/ BATTERY BACK-UP 2.IF NOT, THEN REPLACE EXIST. DR. w/ NEW 36"x80" NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; 3.DUCT SIZE A5 PER MANU. WHEN APPLICABLE) DR. (32" CLEAR WIDTH) 36" HIGH HANDRAIL 4 SPINDLE 5PACIN6 NOT 4.DUCT SHALL BE EQUIPPED W A BAGKDRAFT DAMPER 50 G.F.M. EXHAUST 3.PROVIDE (2) 2"x8" HDR., U.O.N. TO ALLOW PASSAGE OF A 4" m SPHERE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN NEW FOUNDATION WALL ® FAN w/ DAMPER 4.JACK AND KING STUDS AS PER PAGE A-2 3. 6RIPPABLE RAIL AS PER CODE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM WINDOW NOTE: SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 50 G.F.M. EXHAUST O 1. ALL NEW WINDOWS 4 DOORS SHALL BE SMOKE DETECTOR / GO DETECTOR NOTES: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ® MIN. (2) 2"x4" STRUCTURAL FAN $ LIGHT COMBP ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, O I. ROOMS /SPACES WITH SM/GO DETECTOR INDICATED IN ACCORDANCE WITH UL 2158A. POST FOR 4" WALLS w/ DAMPER OR GLIDING (AS NOTED); INSTALL AS PER MANU. ON PLAN SHALL BE CHECKED IF EXIST. HARD WIRED 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID (MIN. (2) 2"x6" STRUCTURAL DETECTOR EXISTS. SPEC.S. FOR SUBSTITUTIONS, SEE NOTE #q IN METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS POST FOR b WALLS), U.O.N. 2.IF NONE - CONTRACTOR SHALL PROVIDE CODE "GLASS WINDOWS AND DOOR5" ON PAGE A-100 COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 2.IF CASEMENT WINDOWS - ALL C5MNT WNDW5 DETECTOR HARD WIRED BEACH OTHER w/ BATTERY DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SHALL HAVE STRAIGHT ARM HINGE WHEN BACKUPSCREWS 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW .5 TO BE 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER TILT WASH 3.INSTALL ALL AS PER MANU. 5PEC.'5 LOCATION TO THE WALL OR ROOF TERMINATION. THE EXIST. O ARA5E 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 IN COMPLIANCE WITH LOCAL CODE FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 90° O EGRESS NOTE: O NEW 6A5 FIREPLACE: BEND. THE MAX, LENGTH TI THE EXHAUST DUCT DOES O CE WITH NEW YORK STATE BUILDING 6 NOT INCLUDE THE TRANSITION DUCT. IN COMPLIAN lA u� CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 1. PROVIDE DIRECT VENT 6A5 FIREPLACE INSERT Q E&RE55 SHALL BE FOLLOWED: BY "KIN65MAN" MODEL IDV33 OR EQUAL Lu 2. 23,250 BTU OUTPUT NATURAL OAS O ELECTRICAL METER: NET CLEAR OFF-NINO........... 5.7 S.F. 3. MIN. IN57ALLATION 51ZE 26.26"1^1x14.375"Dx21.375"H 8 REMOVE 4 RESET EXIST. ELEC. METER AS PER NYS MECH. CODE, 4 4. INSTALL AS PER MANU. SPECS NET CLEAR HEIGHT............... 24" MINIMUM STANDARDS NET CLEAR WIDTH................. 20" MINIMUM UTILITY CO. W NEW [TRIFLE DN. POST ALL NEW WINDOWS $ DOORS TO BE WEATHERSHIELD ASPIRE SERIES, WOOD INTERIOR - PAINTED WHITE, VINYL U J GLAD EXTERIOR; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "A-201" FOR NAILING 4 STRAPPING DETAILS. 6'-4" 4'-5 4' S.. II'-by2" NEW SHELVING 3 2 A 3 2 A A 8 N�NDON CHART ,' EGRESS - ,.. NEW 2 2"x8" HDR A NEW (2) NEW (2) 2"x8" HD WINDOW R OPENING UCH O TYPE QUANTITY MODEL # PENING 2"x " 2"x8" HDR =cV 2 3 GALL-OUT WIDTH REQ'D: 20" ' 7 HEIGHT REQ'D:24•" _p" 7'-IJY2" PLAN NOTE: WIDTH HEIGHT, OPEN REQ'D: 5,7 S.F. BATHROOM NEW LAUNDR REF N KINpISTING WINDOWS REPLACED TILE FINISH NEW m V - ROOM _ _ A DOUBLE-HUNG 4 DH2O36 O FLOOR N PWDR _ m TILE FINISH = O 6 NEW O .'.. . ' RM +� ! FLOOR �? ! PANTRY B DOUBLE-HUNG 2 DH2856 x - in i0 TILE �� 1 3 N `� 2¢x6$ x N TILE - r2i FINIS 13 w FLOORNEW G DOUBLE-HUNG 4 DH3052FLOOR w 515TF-R NEW 2'x8' F.J. TRIPLE IF TIE EXIST. F.J. INTO mABOVE PLUMBING PIPE P05TNEW D AWNING I AW2-2618NEW BEAM WITH l� ® I6 O.G.JOI5T HANGERSw 3 1?-6" OPEN SHELVES _jI3'-3" E7F AWNING 2 AW24181 (@ NEW m7'-8" 1 NEW 10-11 TRIPLE OO HALLWAY 5 • PosT n O ® F AWNING I AW2826 TILE FINISH 5M/GO 1 1 1 1: - I" 45 H to FLOOR 10'-3" 7'-�2" 2 3 G DOUBLE HUNG l DH3030 �;,;' 3-O 1. 3•�0 Q � H SLIDING I 6068 cV EXIST.UP ISTER NEW 2 2"xl NEW :-"':4 _ r-' u V W LINE OF CLERESTORY "' - a. 10'-2" TO EXIST. F.J. SIMPSON DOORSa 0: ".,h .8 I4 88 S F a p; PROVIDE THRU F_ LU528-3 n Q NEW NEW SIMPSON 1 6 51FRENGH E Q Q l�� BOLTS ® 12 O.G.; HANGER ,� : ..,-, - ,�'" ;, :' I- a BEDROOM #1 LU528 3 HANGER ALTERNATE TOP 4 J 1 2-5068 6 C7. . b P> 33.4'i S.F. w * 0 v NEW FLOOR TO 5 U)m OUT BACK 4 TIE BOT. DOORS - w C7 x - 0 MATCH EXIST. _ x J 1 - - E EXIST. F.J. INTO NEW IU Y m OUTSWING p DN. cV x= REFINISHED WOOD • m Q d Z cV 1 r 3 1 1 BEAM WITH J015T MODIFIED i- -. n - 5M/CO Q -J HANGER5 KITCHEN x ED O X ® k I EXIST 2"XIO" F.J. TILE FINISH in-j WW z 3 ® I6" O.G. FLOOR r Z m Z !� n1 w N. W ' N " '-1Oy21. +6 .ISI' " OPEN SHELVESin 3Qx6n Q O w I 3 EX15T.DN. AROUND REF. z NEW d 4-4 z 'n PROVIDE �" THRU Dco MASONRY T 1 BOLTS ® 12 O.G.; C7 STEPS m NEW = R�= X ALTERNA TOP 4 Z N m 12'-3" 11 NEW (3) m N BOT. 0 Z Q 2"xl0" HDR N Lm � Z O f � I- _ 5:_011 NEW NEW p O NEW HVAC TRIPL TRIPLE Z ui ww m N D RETURN POST POST w -� Zw z m w � zx p O a0 B � Q00 O� Q00 Tl x 2 3 -7 tl- A Q 1 N .. ....................................... ...........___. :.tc 04 N w A-500 _......_. - U A-500 O d z MODIFIED N rl CONNECT NEW w 0. m N=� DINING ROOM m POSTS TO NEW z 1 ;-.- REFINISH EXIST. EXIST. LIVING w PORCH 6 ®p WOOD FLOOR ROOM ADDITIION W/ j IL REFINISH EXIST. 51MP50N 6ALV. 1 z WOOD FLOOR ABU552, POST z BASE m 2 3 NEW ADDITION B N r D SRC TO PORCH 3 �� M. AQ �� STONE FINISH ON TOP OF = 24'-3yq" BACKFILL ' sus O ttl NEW (2) 2"x8" HDR I �¢ r n* J a a '9 037405 y0� z 1 5'-oy2° m '-0 m 5'-oy2" FOfiNE� EXIST. PROV. NEW 16A5 METER Oi ENT AS 16'-0314' CL' PERGNYSTNIEGH. CODE,-11PROJECT: FUEL C-7A5 CODE 4 q'-3y4" 10'-3y�1," 5'-5y2° UTILITY GO. STANDARDS AZ�joNA/DEV�TO NEW 2 2"x10" NEW 2 2"xl0"' P.T. HEADER P.T. HEADER EXIST. FOYER RENOVATION 19'-by2" REFINISH EXIST. EXIST. DEN WOOD FLOOR REFINISH EXIST. CONNECT NEW POSTS TO w WOOD FLOOR NEW PORCH ADDITION W/ O _ SIMP50N 6ALV. ABU88Z m 565 SOUTH HARBOR ROAD POST BASE Q' o � N SOUTHOLD, N.Y. 11971 X UP I w DRAWING TITLE: FIRST FLOOR PLAN 1 a Ll a Q u i PLAN NOTE: m ALL EXISTING WINDOWS REPLACED IN KIND. PAGE: X EXIST. PORCH w ffmilE EWE us EXIST. HEADER EXIST. HEADER EXIST. HEADER DN. DATE: 11/26/18 7 OF 13 FIRST FLOOR PLAN 2,265 S.E. 5GALE: 1/4" _ I'-O" OENERAL ERAL 5 I �550L <E"-r :: FLOOR PLAN NOTES DOOR NOTE: WINDOW /DOOR FRAMING: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O SEE PACE A-200 FOR FRAMING O I. NEW WASH /DRY HOOK UP EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ELEMENTS AROUND DOORS AND 2.COORDINATE LAUND. ROOM 4 DOOR SM W/ BATTERY BACK-UP 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED WINDOWS (TYP. FOR ALL) U.O.N. DIM.'s w/ SIZE OF EQUIP. EXISTING TO REMAIN OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5. PROVIDE HOOK UPS AS REG S PER O CARBON MONOXIDE 3.DOOR TYPE TO SELECT MANUFACTURER'S SPECS. NEW WOOD FRAME (L.G. GO DETECTOR 4.INSTALL AS PER MANU 5PEC.'s STAIR 4 RAILING NOTE: DRYER EXHAUST NOTE: STL. WHEN APPLICABLE) FOR FRONT ENTRY DOOR NOTE: O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI I. DUCT SHALL TERMINATE TO EXTERIOR O HARD WIRED SMOKE AND CARBON I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING 4 MIN. q" Tr - RISERS SHALL BE CLOSED 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY NEW PARTIAL HEIGHT 5M/GO MONOXIDE DETECTOR COMBO WHEN DOOR 15 OPEN q0° 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING OPENINGS WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP 2.IF NOT, THEN REPLACE EXIST. DR. w/ NEW 36"x80" NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; 3. DUCT 51ZE AS PER MANU. WHEN APPLICABLE) DR. (32" CLEAR WIDTH) 36" H16H HANDRAIL 4 SPINDLE SPACING NOT 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 50 G.F.M. EXHAUST 3.PROVIDE (2) 2"x8" HDR., U.O.N. TO ALLOW PASSAGE OF A 4" 4' SPHERE 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN NEW FOUNDATION WALL ® FAN w/ DAMPER 4.JACK AND KING 5TUD5 AS PER PAGE A-2 3. ORIPPABLE RAIL AS PER CODE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM WINDOW NOTE: SHALL BE LIMITED TO 51NGLE LENGTHS, NOT TO 50 G.F.M. EXHAUST O 1. ALL NEW WINDOWS 4 DOORS SHALL BE O SMOKE DETECTOR / GO DETECTOR NOTES: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ® MIN. (2) 2"X4" STRUCTURAL FL FAN 4 LIGHT GOMBP ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, 5 1. ROOMS / SPACES WITH 5M/CO DETECTOR INDICATED IN ACCORDANCE WITH UL 2158A. P05T FOR 4" WALLS w/ DAMPER OR GLIDING (AS NOTED); INSTALL AS PER MANU. ON PLAN SHALL BE CHECKED IF EXIST. HARD WIRED 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID (MIN. (2) 2"xb" STRUCTURAL 5PEC.'S. FOR 5UB5TITUTION5, 5EE NOTE #q IN DETECTOR EXISTS. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS POST FOR b" WALLS), U.O.N. "GLASS WINDOW5 AND DOORS" ON PAGE A-100 2,IF NONE - CONTRACTOR SHALL PROVIDE CODE RUNNIN6 IN THE DIRECTION OF AIR FLOW. EXHAUST 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SHALL HAVE 5TRAI&HT ARM HINGE WHEN DETECTOR HARD WIRED TO EACH OTHER w/BATTERY 5GREW5 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE BACKUP. 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 3.INSTALL ALL AS PER MANU. SPEC.'S LOCATION THE HALL ROOF TERMINATION. TILT WASH 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR MAX. LENGTH RNE OF THE DUCT E REDUCED 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. IN COMPLIANCE WITH LOCAL CODE FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0" EGRE55 NOTE: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES IN COMPLIANCE WITH NEW YORK STATE BUILDING O NEW OAS FIREPLACE: NOT INCLUDE THE TRANSITION DUCT. CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 6 I. PROVIDE DIRECT VENT 6A5 FIREPLACE INSERT EORE55 SHALL BE FOLLOWED: BY "KIN05MAN" MODEL IDV33 OR EQUAL w p 2. 23,250 BTU OUTPUT NATURAL OAS O ELECTRICAL METER: p NET CLEAR OFENINO........... 5.7 S.F. 3. MIN. INSTALLATION 51ZE 26.26"Wx14.5-75"Dx21.3-75"H 8 REMOVE 4 RESET EXIST. ELEC. O NET CLEAR HEIGHT............... 24" MINIMUM 4. INSTALL AS PER MANU. 5PEC5 METER A5 PER NY5 MECH. CODE, 4 = QNET CLEAR WIDTH................. 20" MINIMUM UTILITY CO. STANDARDS ~ W F- U 8-2y2 V err..;,- j ALL NEW WINDOWS 4 DOORS TO BE WEATHER5HIELD ASPIRE SERIES, WOOD INTERIOR - PAINTED WHITE, VINYL _ GLAD EXTERIOR; INSTALL A5 PER MANU. 5PEG.'5. SEE PAGE "A-201" FOR NAILING 4 5TRAPPING DETAILS. _....... __ - -_ -___ ! _ 1%�liNp4W CHART . PLAN NOTE t ALL EXISTING WINDOWS REPLACED EGRESS .. ..- .i. IN KIND. ROUGH OPE NING I -' WINDOW IDTH REQOPENDN 20 _ TYPE QUANTITY MODEL - EIGHT RE 2 GALL OUT ' slIDTH HEIGHT ' iW s H _-.,.0 OPEN REQ'D: 5.7 S.F. s A DOUBLE-HUNG 4 PH2O36 y t 1' OO B DOUBLE-HUNG 2 DH2856 2'=8" `-b" EGRESS 0 i _ O WINDOW G DOUBLE-HUNG 4 DH3052 O; '3`-O" 5'- ".. 5.1 S.F. i# II 1 II �I 1 10' AWNING I AW2 2618 - UP EXIST. O� W� t --- -= - - 4 q 2'-6" I�cba GL. E AWNING 2 AW2418 "2.'-4° I� �' " E NEW F AWNING I AW2526 ,2 0'1" „;, II z NEW 2) NEW 2 G DOUBLE HUNG I DH3030 '=t '.`; ►- + 1 I ! 1 !: 2"x5" HDR 2"x8" HDR . - ^0 Q H 1 I Q� - -= U w H SLIDING I 6068 14.88 S.F. a I, v E E j I t t DOORS a i i I I x p r I � lit ; ; I IN x= MODIFIED SIDE HINGE � � -�� iv BEDROOM #5 FRENCH 1 I I NEW wooD DOORS - I 2-6068S.F. o ILLI 3 z FLOOR FINISH OUTSWING (L z ILL A-500 Z 0 l r in DN. 5 Q NEW _ O GL. 24x68 m 5M/CO EGRESS O m J c iHINDOHZ Nca -'F m ! I z a M a o Q ? NEW O EX ST. O n m GL. BATHROOM w 00 II w') NEW TRAY 14x62 NEW TILE FINISH w a LL I Z= CEILING BATHROOM 4 FLOOR _ g Z w I t 1 N TILE FINISH PROVIDEr co w _ Y FLOOR N OO V N A I 2 NEW SHOWER A QO u� SM/GO PAN, TILE 4 3 A- Ot7 s, I B NEW (2) 1.15"x-1.25" O.P. m 24x62 O FIXTURES A-500 co 00 2.OE LVL BENEATH 13 iii ri \ iii m 4 ry f POST TO RIDGE 2,_b 5'-52" MODIFIED Q O N NEW wx BEDROOM #4 0 4 I ' MODIFIED '� 2REFINISH '-1"- = 5'-'1" GL• Ncl 1, 62 j BEDROOM #2 2QxNEW p WOOD FLOOR ; I I REUSE WOOD FLOOR ' CL• w I I C ' FROM KITCHEN 4 - - I i -p REFINISH 5 3 I _ civ� m 5M/GO AR C i I N 2 3 2 NEW 5M/Co � N 6 3 = tl- � P E m I N ' HALLWAY © F € ' NEW (2) NEW (2) 2¢ 2 m REFINISH EXIST. 1 3 2"x8" HDR 2"x8" HD WOOD FLOOR I II DN Qa�s►+ 22x62 _._.___ .___. SM/Go2Qx62 EXIST. -yT� U37405 �O PROJECT: EX 1ST. E O BEDROOM #5 REFINISH EXIST. WOOD FLOOR AZCONA/DEVITO O RENOVATION 0 NEW 11<. BATHROOM 565 SOUTH HARBOR ROAD 2Qx6:$3 I OEG,sT, SOUTHOLD, N.Y. 11971 6 DRAWING TITLE: WIN ow w x ow SECOND FLOOR PLAN PLAN NOTE: ALL EXISTING WINDOWS REPLACED IN KIND. PAGE: A-4 0% 1 SEGONI�) FLOOR PLAN DATE: 11/26/18 8 OF 13 1,574 S.F. SCALE: 1/4" = P-O" ALL NEW WINDOWS B DOORS TO BE WEATHER5HIELD ASPIRE SERIES, WOOD INTERIOR - PAINTED WHITE, VINYL OENERAL FERAL GLAD EXTERIOR; INSTALL A5 PER MANU. SPEC.'S. SEE PAGE "A-201" FOR NAILING STRAPPING DETAILS. FLOOR PLAN NOTES NjNPaN" HA `'T i.` DOOR NOTE: WINDOW /DOOR FRAMING: NEW LAUNDRY ROOM: EX15TINO TO BE DEMOLISHED . HARD WIRED SMOKE DETECTOR O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O SEE PAGE A-200 FOR FRAMING O 1. NEW WASH / DRY HOOK UP O EGRESS OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ELEMENTS AROUND DOORS AND 2.COORDINATE LAUND. ROOM 8 DOOR 5M W BATTERY BACK-UP ROUGH OPENING CLEAR 2,INSTALL NEW EXTERIOR DOORS WHEN GALLED WINDOWS (TYP. FOR ALL) U.O.N. DIM.'s w/51ZE OF EQUIP. EXISTING TO REMAIN WINDOW TYPE QUANTITY MODEL # OPENING OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. PROVIDE HOOK UPS AS REG S PER 0 CARBON MONOXIDE GALL-OUT WIDTH REQ'D: 20" 3. DOOR TYPE TO SELECT MANUFACTURER'S SPECS. NEW WOOD FRAME (L.G. GO DETECTOR WIDTH NEIGHT HEG2 16HT RE 'D:24" 4.INSTALL AS PER MANU 5PEG.'5 STAIR B RAILING NOTE: DRYER EXHAUST NOTE: STL. WHEN APPLICABLE) OPEN REQ'D: 5.7 S.F. O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4 RI I. DUCT SHALL TERMINATE TO EXTERIOR Q HARD WIRED SMOKE AND CARBON FOR FRONT ENTRY DOOR NOTE: 4 " NEW PARTIAL HEIGHT SM/GO MONOXIDE DETECTOR COMBO A DOUBLE-HUNG 4 DH2O36 2'-O" 3'-6" - I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING $ MIN. 9" Tr - R15ER5 SHALL BE CLOSED 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY _ WHEN DOOR 15 OPEN 90° 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING OPENINGS WOOD FRAME L.G. 5TL. W BATTERY BACK-UP B DOUBLE-HUNG 2 DH255 2'-8" 5`-6" 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 3.DUCT 51ZE AS PER MANU. WHEN APPLICABLE) � � - - � � DR. (32" CLEAR WIDTH) 36" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 50 G.F.M. EXHAUST } 3. PROVIDE (2) 2"x8" HDR., U.O.N. TO ALLOW PASSAGE OF A 4" m SPHERE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN NEW FOUNDATION WALL ® FAN W/ DAMPER G DOUBLE-HUNG 4 DH5052 I � 3'-O" 5'-2" I 5.-1 S.F. 4.JACK AND KING STUDS AS PER PAGE A-2 3. 6RIPPABLE RAIL AS PER CODE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED To ��JJJ ___JJJ CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM D AWNING I AW2-2618 4'-114" 1'-8" WINDOW NOTE: SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO 50 G.F.M. EXHAUST O 1. ALL NEW WINDOWS # DOORS SHALL BE O SMOKE DETECTOR / GO DETECTOR NOTES: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ® MIN. (2) 2"x4" STRUCTURAL FL FAN 4 LIGHT COMBP ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG, 5 I. ROOMS /SPACES WITH SM/GO DETECTOR INDICATED IN ACCORDANCE WITH UL 2158A. POST FOR 4" WALLS W/ DAMPER E AWNING 2 AW2418 ~ 2'-4" ,-' '-8" OR GLIDING (AS NOTED); INSTALL AS PER MANU. ON PLAN SHALL BE CHECKED IF EXIST. HARD WIRED 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID (MIN. (2) 2"xb" STRUCTURAL `- -- SPEC.'S. FOR SUBSTITUTIONS, 5EE NOTE #Q IN DETECTOR EXISTS. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS POST FOR 6" WALLS), U.O.N. F F FAWNING I AW2826 "GLASS WINDOWS AND DOORS" ON PAGE A-100 2•IF NONE - CONTRACTOR SHALL PROVIDE CODE RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS COMPLIANT SMOKE /CARBON MONOXIDE GOM8INATION DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SHALL HAVE STRAIGHT ARM HINGE WHEN DETECTOR HARD WIRED TO EACH OTHER w/ BATTERY SCREWS C- DOUBLE HUNG I DH3030 3'-O" 3'-O" _ 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE BACKUP. -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 3 TILT WASH LOCATION INSTALL ALL AS PER MANU. SPEG.'s LOCATION TO THE WALL OR ROOF TERMINATION. THE SLIDING „ 4.ALL OLAZIN6 WITHIN 18" OF FF TO BE TEMP. 6L. 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 H DOORS IN COMPLIANCE WITH LOCAL CODE FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 51DE HINGE EGRESS NOTE: NOT INCLUDE THE TRANSITION DUCT. FRENCH „ IN COMPLIANCE WITH NEW YORK STATE BUILDINO O NEW OAS FIREPLACE: t J I 2-6068 b �O b-8 33.41 S.F. CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 6 I. PROVIDE DIRECT VENT OAS FIREPLACE INSERT DOORS - E. OUTSWING EGRESS SHALL BE FOLLOWED: B KIN65MAN MODEL IDV33 OR EQUAL W 2. 23,250 BTU OUTPUT NATURAL GAS GTRIGAL METER: NET CLEAR OPENIN5........... 5.1 S.F. 3. MIN. INSTALLATION SIZE 26.26"Wx14.315"Dx21.3-75"H 8 REMOVE d RESET EXIST. ELEC. NET CLEAR HEIGHT............... 24" MINIMUM 4. INSTALL AS PER MANU. SPECS METER AS PER NYS MECH. CODE, 4 NET CLEAR WIDTH................. 20" MINIMUM UTILITY CO. STANDARDS V W ~ U = J ' U J NEW GUTTER TO O NEW 4x3 ALUM. Q DOWNSPOUT (TYP) MATCH EXISTING m Q PROS IDG6ALV. STEP .rF 4 4< PLAN NOTE: ~ E IST. 2 ALL EXISTING WINDOWS REPLACED :_- " - X4' R.R. �u- IN KIND. f,l" ,`€i'I 3pp - -� - ��y x Z ;! ! +i z /PROVIDE 6ALV. STEP FLASHING ` NEW GUTTER TO DN. iE; III( f ,I=11 I-S ! "ii t ! € `l MATCH EXISTING €i -(TYP) O LLL F- I v z LLJ EXIST. 2"xb" R.R. a I:€ti III �i ifC1 I ss? 1( I ® 22" O.G. a a I- a Li NEW 2"x8" R.R. ZU NHEATED !:€1 9 � p ® 16" O.G. SPACE II! i!' : !`;I '�; I ; I (i I I IiI' Il is €' tsE} II{' i; ! ry CL w z I:i E`;I'iiI II € i �ol xPROVIDE- . pJ_ # ' it ` II i'- `I J ry `� FLASHING EXIST. I �� U. `I;I �° I :!} ;i1 'I` + ® z m UNFINISHEDlu II} 1 I r ATTIC w W €t: II (€ 1'Ilit `! Q ~O 11`EI,! bi''i11II E`(: II 1 {E,�, !t'I I: N I+•I C NE® �"x8"G.R. w E I I` '� GUTTER I N Q IIII ,E;I`!I I i li I tIlil ,Ii !" II' O EXIST. 2°xb" R.R. Z m HIGH POINT 13'-53/4" Ii i:;; rll, i ti;ft I I;;;I I` ® 22' O.G. Z <L ;,'itii ; t Ili 1 I a PROVIDE GALV. STEP J a 3/ I 'K Q !'(II¢ ' =ffl�i� ;[ I;1tI �� I !€il 'I Ilg� FLASHING 4 ILFff II i€c EXIST. 2"X6" R.R. I I I' II 1 i t!i i _ (f; �I`{ i m EXIST. CHIMNEY TO O Z ® 22" O.G. I! ! I;I I I`� REMAIN � 0 ti f r ' �'�: ` ° f no 12 w w Lu j€,! LL +�S \� EXIST. CHIMNEY g Z w it IN w M P� TORE A a �+ 0 O 2 O \ I / UNHEATED I; II, ¢ IlI i ,�!I 'I" a a . V /o, 40 .D p I U tq a t- \ SPACE III "'li. ;}, ;l I 1 i€€ d) O N x Q( N 00 ;i j 11€ X ry ry <F }\� N 00 ei NEW 2x8 R.R. r ! ' :c }i li } .t1 1' €l; l N �p Fi 1-- w to- ® Ib O.G. NEW(2) 2 xb I / I''! >i i€ y - i �` O N A 2 3EI I!3 II! o p _. I [ P05T TO RIDGE \ 'i I Z N N r�•I tp ,,, I� _.............._.. ._ \ I I1; I� I I �"I I� w ® N cl A-500 \ / A-500 W e V _ is'1�.I:', ifE �rE iZ( } ry O - \ I / 2X10 RIDGE !° ,},I ';.l` I+;, !' I w m T m - SISTER (2) NEW 2 xl0 TO a - - - - - - - - - - - - - - - EXIST. 2"x10" RIDGE 10" R EXIST. 2"x IDLE EXIST. 2"x10" RIDGE iV w ® BEDROOM ABOVE TRAY CEILING BELOW F :III € :,111 Z BELOW / \ II ;,, i I. Ii {:I IL UNHEATED E;i, a SPACE / \ ;; 1,1 ` li s F I ; v d O N:o X W ryry 00 8n RX NEW 2"x .R. z w W f' <�,= �:• l `may_ 03i `3 � � Ick. X11 l;l iI, ; 'fi II'[; I ` op N 3/4 Q it ,o _. _ .-„......._., - --NENOUTTER-To"mm . , PROJECT: + ii ft 1111 " - _ - „ d € �� - NEW 4x3" ALUM. MATCH EXISTING- EXIST. 2 xb" R.R. tu ' DOWNSPOUT (TYP ,o I u lil I,� i I" E ` E _ -._-_.. _ (T,-P� /4ZC®�/� D��TO tl'} 1i1 X ® :I,-. tu tu EXIST. I il': a._.,,M. ,-,._� �..�� - .. .._� ,. �- I - z 1-11; }, , I 7 UNHEATED i € - - 1 UNFINISHEDZi I SPACE _ 111 ATTIC liii! __ _ i II !: -_ I --_ � i SOUTH HARBOR ROAD x n NEW 4"x3" ALUM. NEW GUTTER TO if X 565 X SOUTHOLD, N.Y. 11971 � DOWNSPOUTMATCH EXISTING(TYP) EXIST. 2"xb" R.R. (TYP) O N m N EXIST. R.R. ® 22" O.G.I �II ' TO REMAIN `� (' DRAWING TITLE: i# ATTIC PLAN • 4 i, I I i? I ROOF PLANS 1 PAGE: r - _ I PLAN NOTE: _ Ii I ALL EXISTING WINDOWS REPLACED I I � - w d IN KIND. A-402EXIST. GUTTER w EXIST. GUTTER I ^ �! T) X O _2t - «« _ - DATE: 11/26/18 9 OF 13 -------- ATTIC G PLAN/FORC-oH ROOF FRAM I NO ROOF FRAM I NO PLAN SCALE: 1/4" = 1'-0" 5GALE: 1/4" = P-O" NEW RIDGE AS PER PLAN Ir EXIST. 2X10 RIDGE NEW SIDING NOTE (TYP.): I. INSTALL NEW GEMENT' LAP 51DING AS NEVy 2"X95" COLLAR TIE NEW 2"X8" COLLAR TIE ILLUSTRATED ON ELEVATION 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. SPEC NEWSAY NEW TRAY 1-7 4.PROVIDE ALL NECESSARY TRIM FOR CEILING CEILING PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION FOUNDATION WALL EXIST. TOP PLATE EXISTING ATTIC EXISTING ATTIC EXISTING ATTIC NEW 2X8 DBL TYPICAL EXTERIOR WALL CONSTRUCTION TYP. HEADER ABOVE • SEE NEW SIDING NOTE - ALL WINDOWS d • UPON "TYVEK" HOUSE WRAP (OR EQUAL) =� DOOR5 • UPON 1/2 GDX PLYWD. 5HEATHING (BLOCKING ® ALL PLYWD SEAMS) • 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE in I I I • MIN. R-20 FIBER&LA55 IN51UL. W. V.B., U.O.N. - Lu • 5/8" GYPSUM BD. WALL FINISH O O 2X6 SILL PLATE l I ® WINDOW5. I I I Lu MODIFIED MODIFIED NEW I I I MODIFIEDU J 12 MODIFIED NEW EXIST. EXIST. MODIFIED BEDROOM HALLWAY BATHROOM '' J BEDROOM BATHROOM HALLWAY BATHROOM BEDROOM - 11 11 2 11 11 11 11 11 11 11 11 11 11 11 11 11 11a , BOTTOM OF FASCIA NEW G.J. AS PER PLAN V. +10.3' NEW HEADER NEW F.J. AS PER PLAN EXIST. 2"X8" F.J. SECTION C/A-5003. SCALE: 1/4" = I'-O" STAIR DRAINAGE CALCULATIONS: STAIR WIDTH = 3'-6" NEW F.J. AS PER PLAN MODIFIED EXIST. 2"XS" F.J. EXIST. LIVING PROPOSED NEW AREA= 40.95 S.F. f�KDINING ROOM ROOM 40.95 5cL. Ft. X 0.I-7= bAb FLOOR FINISH 6.96/3.1= 2.2 VERT. FT. OF 2' DIA ELEV. +2.0' IF 0 11 11 1 11 11 PROVIDE () 2' DIA. X 2'-5" STORM AVG. GRADE_ p WATER LEACHING SYSTEM ELEV. +0.0' NEW m z GRAWLSPAGE 1 O NOTE: z U w Lj I. ALL HORZ. SURFACES SHALL BE -i PITCHED ® 1:48 AWAY FROM BUILDINGREBAR BENT GRADE a _ w EXIST. AB A 2 INSTALL�GOPPER PLASHINS NGMINO,FROM 12" TO SLSHOWN •• •.��`_ \ F- a. BASEMENT ABOVE AND ADJACENT TO 5LA5, BED / / Z w ALL FLASHING IN ASPHALTIC MASTIC \ •\\j\\j\\j U (L Z_ O ' (I) #4 REBAR ® c •°�''' °�\��;\\� \ z EA. STEP;3' L , �. w ' \ \ \ \ \ \ \ O CVR ® ENDS ////////////////////// ~ SGTI ON / -BOO CONNE4" DRAx CTED TTIN </ /! \\\\\\\\\\\\\\\\\\\\\\\\ w EXIST. MAIN LINE �� w SCAE: I/4" = 1'-0" io" ,% /%////%/ /%/%/%r%/% oco L 01 �(9" MIN) ," �� \ ,\ COMPACTED \ \ \ c7 W co -'F- ///\/// //� FILL / r///////// Z N th "x4" KEYWAY \\ \ 2 \� \\ \�' \ \i\i\i\i\ \ \ \ \ \ \ z m Q • �; . �;�'� // #4 REBAR ® �// // / // // // / O.G. (MIN. 3)�\ \\ \\ \\ \\ \\ \\ o a z 4' P. GONG. SLAB \/\/ M LL W/bxb 10/10 Nw • °• ,;� /\\/\\ Fes- S I UPON COMPACTED °✓iii' /\\//\\ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\ uj w Lu in Lu F- 0 LJi. FILL TOP OF EXIST. RI DGE I �' ////cL /�/ //r///\//////\/// NOTE: ///,//�r m w a -------------------------------------------------ETEv;+32.4 --'- __ \\ \ \ \\ \\ \\ \\ \ ALL P. GONG. \\ \\ \\ O co 20 T a--- -- fl. \//\//;tD ,//\//\//\//\�/\//\ SHALL BE \r/\//\/ 0 (n <F NEW ROOFING NOTE (TYP.): SIMPSON H2.5A I / .� Q / / / / / / I. ALL EXISTING ROOFING, FIBER PANELS b BUILDING FELT RAFTER TIE �I• \\\\\ �\\ 4,000 P51 \j�\j\\% pp SHALL BE REMOVED / / r r / / / / / / 00 T-i 2.INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' /\\ /\\/\\/\\/\\/\\/\\r\\/\\ \ \ \ \ ASPHALT ROOFING 5HINGLE5 BY 'GAF' OR EQUAL;MIN. NEW R.R A5 GRADE 240#, 30 YR WARRANTY OVER PER PLAN 24 BENT REBAR Q 3.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO I-OMPACTED10" 0 \ 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS FILL O.G. (MIN. 3) N 'i OVER w 4.INSTALL 15 # BUILDING FELT N.O.N) OVER NEW G.J. AS PER NEW 2"X8" COLLAR TIE 5. 1/211 GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) PLAN NEW FASCIA OP`s NEVA GONG. BASEMENT STAIR DF-TA I L b.GAP SHINGLE OVER RIDGE Q HIPS (AS REOV) 7. PROVIDE RIDGE VENT (AS REOV) 8.FLASH ALL VALLEYS - NEW (2) 2"x12" - 0O SCALE: 3/4" = I'-O" �� E[,aQ�i�, � O 9. INSTALL DRIP EDGE AS REQ'D T. BEAM NEW "SIMPSON" LU526 0 NEW TRAY .�' IO.INSTALL ALL AS PER MANU. 5PEG.'s � GALVANIZED JOIST � O� �� 0� �� GEILIN6 Ll HANGER TYPICAL ROOF B CEILING GONSTRUGTION: NEW SIMPSON Q PC64 �. ) • NEW (FOR 3 PLY BM) ROOFING AS NOTED ` , 1�vI� ' O rT � SIMPSON" BG52-2/4 • I/2" GDX PLYWD 5HEATHIN5 (BLOCKING ® ALL � PLYWD SEAMS) (FOR 2 PLY BM) • R.R., G.J., 8 G.T. AS NOTED ON PLANS (® SPANS �? OVER 8 INSTALL X BRIDGING ® CENTER OF 8"x8" P.T. POST T 740 �®� 12 SPAN, U.O.N) ATTACHED WITH QF �a • MIN. OF R-496 FIBER 5LA55 IN5UL. W/V.B. �51MP50N ABU58Z BASE U.O.N. CONNECTOR INSTALL mW JPER MAN. SPECS. PROJECT: NE . AS PER PAN BOTTOM OF FASCIA O ( _-_-_-_-_------- ELEV. +16.3' NEW 2X6 3" MIN. NEW "51MP50N" NEW R-50C BATT SILL PLATE (�01��I / E - z10 e- -O" BAABs 6 POST INSULATION AZ V A D E`,I TO BETWEEN CAVITIES NEW 4" POURED GONG. 1 (4) #5 HOR. GOVT. NEW 2"XS" P.T. RIM JOIST RENOVATION ' CLERESTORY ® 12 5LAB m REBAR TOP AND FLOOR SYSTEM MODIFIED BEDROOM ENTRANCE 3 NEW (2) 2"x6" P.T. SILL PLATES NEW 5TL. GAP PL A5 NOTED BEDROOM ° " .°. m :. . , . - 4 I. I BOTTOM OF WALL PON SILL SEAL UPON WELDED TO COL.; SEE " I #5 VERTICAL COPPER TERMITE SHIELD GAP PL. DETAILS NEW WOOD BEAM AS �� • �; I i NEW G.J. AS PER PLAN ' I J4 I _I I ." REBAR 60" O.C.I . Y. NOTED ON PLAN LINE OF BEDROOM � I l.. I d��• .° NEN 5/b" 0 HOOKED 565 SOUTH HARBOR ROAD MODIFIED GEILIN6 b ML. PIIOLY i NEW F.J. AS ANCHOR BOLTS ® 36i O.G. DINING ROOM _MOISTURE RETARDER I _i I - PER PLAN _ Z w/ 3" SQUARE WASHER 4 NEW 3-1/2" O.D. 50H. 40 HOT SOUTHOLD N.Y. 11971 ENDNUT DIP 6ALV. STL. COL. (ASTM 4" GRAVEL BASE- --- - . : GRADE GRADE A123) AS PER FOUND. PLAN I ! ,. BY SIMS STEEL (OR F-OUAL) DRAWING TITLE: #5 VERTICAL Ij -" BASE PLATE 'A' WELDED NEW 4" POURED GONG. SECTIONS PROII REBAR 60" O.G. TO COL.;SEE BASE PL. SLAB `II ( (4) #5 HOR. CONT. DETAILS FOR BOLTING DETAILS S/. GLEAN 1 - COMPACT FILL - - - `' 11 REBAR TOP AND 11 °' I ( _ BOTTOM OF WALL q, 11:.� II:• . Ll 1� II ° '� '- p NEW 2" POURED GONG. ° 11 ` 4 NEW NEW NEW ° SLAB GL. BEDROOM HALLWAY FLOOR FINISH - . � a�. NEW F.J. AS PER PLAN ELEV. +2.0 b G J �•' 4" GRAVEL BASE PAGE: AVG. GRADE Q - :1 � ��_�J�, _ IS"XI2" DEEP P. GONG. O p _-_-_ ( I 1 ( ` O 65LADE BEAM FLUSH W , i ai ,. - NEW m NEW ELEV. +O. -�- --- ---.°= +I I I b ML. POLY r-------------�=� � PERIMETER GRADE BEAM to Ae5 0 A U00' GRAWLSPAGE GRAWLSPAGE I I ( MOISTURE RETARDER °1--�- -A. -'� 4" GRAVEL BASE COMPACTED FILL m NEW #3 STIRRUPS ® I6" O.G. - z I I I I 1 _ - EXIST. FILL im PROV. GLEAN �i �t � v - 5" MIN. - BENT ANCHOR GOMPAGT FILL IN' -� d .• ��; "a ,' dD O 2' o" - -b'� cta- :. - DATE: 11/26/18 10 OF 13 (b0" O.G. • . d LEL '--NEN (3) #5 REBAR 5 GT1 ON E3/A-500 CONCRETE FORC.H DETAIL 5 NEN CRANLsi�ACE DETAIL q. NEN COLUMN DETAIL SCALE: I/4" = I'-O" -�jOQ SCALE: 3/4" = 1'-o" -500 SCALE: 3/4" = 1'-0" -500 SCALE: 3/4" = P-o" C� TOP OF EXIST. RIDGE NEWROOFING �,,..�,»,,,�<�, �,.,��,.>-,�,,...,.�,. �..o „�a,,.,,.•..aa. .�.��,. / ----- _ ONLY HATCHED AREAS- SEE NOTE---,,'-" ® SECTION ELEVATION NOTES: HATCHED AREA INDICATES NEW WORK --- — - W U Lu LLA SECOND FLOOR FINISH , ELEV. +11.5' , _ - - - ---------- ..�..............,........................................� .}... _ ... _.____.�.._...» ....._ a .. OO OO LL— FLOOR FINISH a Z U w J AVG_ORADE_ a ELEV. +O.O' a NEST ELEVATION (FRONT) az SCALE: 1/4" = I'-O" 0 w ►- m Z O w � ~ w Q in m J_ a _ M Z U)M N Za J m � Q O Z W LL 0 � Z w W w Lu I- p L-Li m wW U N 40 00 00 �i Lu Q O N N ri W ri ®'gh'C'�i O h4, p J` .13 413 •art. - --- F O,F iii E�`1 PROJECT: LL-1 AZCONA/OEVITO RENOVATION 565 SOUTH HARBOR ROAD I� -- -- SOUTHOLD, N.Y. 11971 DRAWING TITLE: ELEVATIONS o NEW GONG. ENTRY PAGE: FFF SOUTH ELEVATION (RIGHT SIDE) SCALE: I/4" = I'-O" Ll DATE: 11/26/18 11 OF 13 NEW ROOFING ONLY HATCHED —" AREAS- 5EE NOTE ® SECTION LLJW = J ' `wz --._._.. NEW HARDY PLANK - - 5 D G;PRIMED -- — FOR PAINT- 5EE _ NOTE ® 5EC7ION; ONLY HATCHED AREAS ARE NEW SIDING AREA5 Z O V w NEW GONG. BASEMENT STAIR ENTRYLu '�— Q Q m sa` o Lu • �. 0. Z F— OD EAST ELEVAT10N (REAR) Lu o � W 5GALE: 1/4" = P-O" a m J Z N m D Z Q J � � Q Oz Z W W W W p -uj- 2 m wM U 20 TT U) Q 00 00 Q O N O N ei ELEVATION NOTE5: w HATCHED AREA INDICATE5 NEW WORK DA/�� ,®-_.. .w......... -, 3740 _ OF Neql PROJECT: AZCONA/DEVITO --- RENOVATION 565 SOUTH HARBOR ROAD SOUTHOLD, N.Y. 11971 -- -- --------- - DRAWING TITLE: ELEVATIONS NEW CONO. — BASEMENT STAIR ENTRY PAGE: o m . DATE: 11/26/18 12 OF 13 NORTH ELEVATION (LEFT SCE) Sr.ALE: 1/4" = I'-O" P 4" FRESH AIR VENT J L THROUGH ROOF I 3„I I I I U I Q I � I I t s w I OTE: I NOTE: EX15T. BATHROOMS NOT I BATH FULL BATH FULL BATH PROVIDED ON RISER FULL BATH FULL BATH FULL BATH EXIST. BATHROOMS NOT w U PROVIDED ON RISER DIAGRAM. EXIST. DIAGRAM. EXIST. F- O p = J O PLUMBING TO REMAIN PLUMBING TO REMAIN U � _ _---r j 1 1 I j I I � IL _ „ I I �4 1 O _ -�— I 2 11 j 0 j � j � j I LEGEND Q __ r_ 2„1 1 I 2 1 1 „ 1211 1 2 1 12° PROVIDE "ABE500 FP200 FR N 14 I Q v r I „ 1 12 I 1 12 12 1 I I EXPANDING FOAM (OR EQUAL) Q4 I � Q4 I I Q4 I I Q4 � ___” HOT WATER 12 1 I AT ALL PENETRATIONS IN FIRE p� I v I v I 2" I I I 1 I I RATED WALLS ANDI I� v� I� - 31 UI I - I is IXI 13 SUPPLY 1 I oil, �. dJ �. = d1 KI I 1 1 I I 1 I FLOORS/CEILINGS. PRODUCTSHOWERI11SHOWER NI m I_I „ II CONFORMS TO ASTM E 514, N. N �. IN N. N �. IN nl (V SHOWER NI I(V = 1 F m _ _ GOLDWATER1 2 I 5HOWER 2 1 I SHOWER 2 I� — — 1� SUPPLY SHOWER I 1 TUBI A5TM E 84, AND UL 14'79 ----=---- --------- -------=---- --------=tN 21T - --- - 211 dh .66 G.O. PROVIDE "ABE500 FF200 FR POWDER BUTLER'S 1 EXPANDING FOAM" (OR EQUAL) BUTLER'S FULL BATH KITCHEN I j LAUNDRY AT ALL PENETRATIONS IN FIRE POWDER I LAUNDRY ROOM PANTRY FULL BATH ROOM PANTRY _ __-i--_ KITCHEN NOTE: I ROOM RATED WALLS AND 1-- ROOM ALL PLUMBING WORK II __ 1 __ _ O I CONFORMS TO A5TM E 814, _ , SHALL CONFORM TO 1; FLOORS GEILING5. PRODUCT — , LOCAL PLUMBING CODE O I I J _ „I .2"1 „ 11 I III „I I ASTM E 84, AND UL 14"79 r--- 2 1 I I I I I GLEAN OUT MAKER N 1 „ I 2 1 :2111 1 2 1 :2111 j :211 1 2 1 2 1 3„ 12” AS REQ'D �`� I 1! O 12 I I 1 I I 1 I I 1 WASHER EXIST. F.A.I. TOFL v Q �J �X 1 I Q I IL I 1 _ _ x 3 I I I REMAIN (V.I.F. vI13 �i Iv �I Iv v IV IV - I- ABOVE DFE) I* V: R1 " " 2., 2„ 2„ 27„ DFL ORD IN NIN ivy FN N� I� N� I� :ry N. I� N. IN 1 Q1 1�5HOWER 2 2 3” TRAP I- - - I - III I I DWI'l I WASHER - - Z 2„ 3„ 2„ 3„ 2„ 2., 2., G.O. .._..�yt _.._.._.._.._.._.. .._.., .._.._.._. .._. .._.._..(y_. _.. ._.._.._.. y_.._.._.._.. .._ _.._ Q G.O. I v w r,0. 4 EX15T. WATER 1 I I I Q Q SUPPLY I-- I j w 4" HOUSEz w I Lu a 4' MAIN DRAIN j w J CL QHOUSE TRAP m I m TO STREET w I WATER MAIN Q 111 G.O. w NEW L.._. _.._..� BOILER z a D m� 411 co TO 5EWER p (n 5Y5TEM z J m ya OZ w u- OH Z w w 1— J FLUME3INC RISER — SUFFL`r 0 u- o � ujo FLUME31 NC RISER — DRAIN / NASTE / TIENT U N Q SCALE: NTS00 Q SCALE: NTS co co Q N \ N c�I w ei BEDROOM #2 BEVROOM #5 NOTE: ALL PLUMBING b R'DA 0 FUEL GAS WORK K P Cy�� p SHALL CONFORM I TO LOCAL �,� �C) 4 PLUMBING CODE d z0 NO FIREPLACE NO FIREPLACE FUEL GAS v INSERT INSERT r PIPING PENETRATIONS: I � , 1. PROVIDE "ABE500 FP200 FR J+� ? m m EXPANDING FOAM" (OR EQUAL) Q AT ALL PENETRATIONS AND FLOORS/GE AT WALLS LIN05. Q �tita 2.PRODUCT CONFORMS TO A5TM E 814, A5TM E 84, AND UL 1479 DINING ROOM KITCHIEN LAUNDRY ROOM PROJECT: O AZCONA/DEVITO IL RENOVATION NO FIREPLACE !i INSERT n1 RANGE m DRYER 565 SOUTH HARBOR ROAD SOUTHOLD, N.Y. 11971 EXIST. GAS DRAWING TITLE: SUPPLY PLUMBER RISER DIAGRAMS w GAS RISER DIAGRAM z a eo LER z PAGE: BACKFLOW PREVENTION: PROVIDE BACKWATER A-700 VALVES IN COMPLIANCE WITH BG 0501.1 AMENDMENTS TO A50E 24-05 SECTIONS'1.3.3 d -7.3.4. DATE: 11/26/18 13 OF 13 CAS RISER — SUFFLY SCALE: NTS