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HomeMy WebLinkAbout44726-Z gaEfn(,f�oGy Town of Southold 12/3/2020 P.O.Box 1179 a 53095 Main Rd �4,, � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41654 Date: 12/3/2020 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1070 Pine Tree Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-2-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/14/2020 pursuant to which Building Permit No. 44726 dated 2/24/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front deck, to an existing single family dwelling as applied for. The certificate is issued to Jemick III,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44726 7/14/2020 PLUMBERS CERTIFICATION DATED 7/23/2020 %oinkkast Plum g th ature ,t TOWN OF SOUTHOLD �gUFFalk�o - ��o oy� BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE o • -9 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#: 44726 Date: 2/24/2020 Permission is hereby granted to: Jernick III, Richard 1070 Pine Tree Rd Cutchogue, NY 11935 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 1070 Pine Tree Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-3.1 Pursuant to application dated 2/14/2020 and approved by the Building Inspector. To expire on 8/25/2021. Fees: SINGLE FAMILY DWELLING- N TERATION $574.40 O-ADDITION TO D G 0.00 Total: $6 4.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date._ o��L�/000-0 New Construction: Old or Pre-existing Building: (check one) Location of Property: ���® �� r-�.�� CUW)Q%) House No. Street H&Aet Owner or Owners of Property: i C h G rd J e rn j C Suffolk County Tax Map No 1000, Section L0 q Block a Lot . Subdivision f Filed Map. Lot: Permit No. "l�� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 7 (check one) Fee Submitted: $ �� licant ignature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) A � Jie�c I, residing at /(J')()' (Print property owner's name) (Mailing Address) ave 192-r do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) ;bomo) Wz-flat (Print Owner's Name) So Town Hall Annex3= �' ` h � r Telephone(631)765-1802 54375 Main Road r A= " `F r' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 .o �� sean.devlinCD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Richard Jernick III Address: 1070 Pine Tree Rd city,Cutchogue St. NY zip. 11935 Building Permit#• 44726 Section: 104 Block. 2 Lot 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor* DBA: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 21 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights 2' Dryer Recpt Pucks 2 Time Clocks Disconnect Switches 11 4'LED Exit Fixtures Pump Other Equipment: Hood, Cooktop, Fridge, Mini Fridge, Micro, Double Oven, DW, Toekick Heater Notes. " AS BUILT " " NO VISUAL DEFECTS " DID NOT SEE ROUGH Kitchen / Living Renovation Inspector Signature: Date: July 14, 2020 S.Devlin-Cert Electrical Compliance Form As SD(1P��� Town Hall Annex �" Telephone(631)765-1802 '54375 Main Road Fax(631)765-9502 CAR P.O.Box 1179 Southold,NY 11971-0959 ��� � BUILDING DEPARTMENT TOWN OF SOUMOLD D OCT - 6 2020 CERTIFICATION ' T Date: -?Z Z3 ZZy Building Permit No. 2(-o - Owner. Zc�\g-A lop p Five- Tee ) CUC�G,,0 SL%-Q' (Please print) Plumber. ipr - �l ;r,k t f ��uw•��`�. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) ' Swom.to before me this 4.3 day of�� 20a6 SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,20?'' Notary Public, r% `' CQur�t�+ 2� SO 7 �o e� # # TOWN OF SOUTHOLD BUILDING DEPT., �ycou765.1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ - ] FOUNDATION 2ND . [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) WLECTRICAL (FINA [ ] CODE VIOLATION ] PRE C/O REMARKS: �r AuAti l d qk DATE I Lf ILO INSPECTOR • `� .��OF SOUIyp - - --- 1 # TOWN OF SOUTHOLD. BUILDING DEPT., cou765-1802 INSPECT-ION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O o REMARKjej ). f l = _16fd a4J DATE ?QV INSPECTOR ARCHRECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251i St,Suite 203,Brooklyn,NY 11232 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 April 15th, 2020 RE:Jernick Residence 1070 Pine Tree Road Cutchogue, NY 11935 To Town of Southold Building Department: I conducted a site visit at 1070 Pine Tree Road,Cutchogue, NY to inspect the rough framing, rough plumbing, and insulation. Based on my inspection the rough framing, rough plumbing,and insulation was completed to-meet NYS Building Code and the architectural plans. Please feel free to contact my office if you have¢any qu ISD q M P ARC Sincerely, 374�� y0 Anthony Portillo,,RA, LEE �EV� MWAA _lam } �'•♦♦Aa'-J�. "^ -y R: ♦ �J,�ti�.� YNil I Nw.. _fir �.` ,` •_< f` /00-4 AMU oh,1�� 1.. . +�+ ► - '4 `= �t� 4 moi' �►" +.)�\♦C/// ; IV �3i�� ° . IL � �. ���?� � .may, /�. .� ►���r 1. - • y� � ♦ k 1:- a A"+•t rk� - �ro lid A 41 4N Ilk. '.� w �4; ' . 40 NOWA oltv 1 41 %h. j..��`��I: �'4! �`•�':' - t � � .ri'� ,t• A � 'r' w7 � 1�'r r.- ' 'C1'. wayll � -�� �! .� �"�'''µ, "" �� f� : 1,}' � f,,,rA �.yW.' JY k: ` �•Lt.� i,_',�' -�-�_�;`Y )! � ,�v �,,'Sl, ,;�� 'y. -d.. .rte^f r y � ��h;}�;,� �q•� Pi IELD INSPECTION REk'RT \° -DATE COMMENTS b FOUNDATION (IST) ,�M H ---------------------------------- FOUNDATION 2ND �C o C� c> ROUGH FRAMING& ., PLUMBING 01 INSULATION PER N.Y. y STATE ENERGY CODE F FINAL DITIONAL COMM NTS Z ctk; A. rwovilre X AlvWbim ,o w - - - 3 ••P [ - -ate � 9? � O • x • C H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY 11971 4'sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined -,20 Single&Separate Truss Identification Form 2 Storm-Water Assessment Form Contact: 2 �6�P �rr✓h�t�.C�U�- Approved ,20 Mail to:f075 4 ! X1wJJ'ly�e VJ Disapproved a/c • Phone:;�����lz Expiration 20 d -- g nsp l EB 1 4 2020APPLICATION FOR BUILDING PERMIT Date % , 20 c CO 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. 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,m writing,the extension of the permit for an addition six months.Thereafter,a new permit yshall 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. r (Signature of applicant or name,if a corporation) IVY! (Mailing-address of applicant)�— State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises �C ha r(4 P, III I r - ! I I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of.corporate_officer) Builders License No. Plumbers License No,' Electricians License Other Trade's License No. 1. Location of land on which pr R?sed work will be done. JO ® � / U House Number Street Haml County Tax Map No.'1000 Section Block Lot 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupanc of proposed construction: a. Existing use and occupancy b. Intended use and occupanc �ft r\A � ���- oealC 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front b Rear_ Q A ' Depth 3^] Height Number of Stories I < G < Dimensions of same structure with alterations or additions: Front (so • Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front V�'1 ,LF 1 Rear ` U Depth o2O9 .37 10.Date of Purchase Name of Former Owner 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 NO !/\,.- Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises n I ddress Vhone No. Name of Architect Address 1071; QAr/Itlu {P_ hone No S-I V a l y 60 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 'NO_X_ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO_X_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of in'divicb1al signing contract)above named, , CCNNID.BUNCH (S)He is the Notary Public.State of New York (ContractorkLgent Corporate Officer, etc.) No.01 BU6185050 Quallfled In Suffolk Cotk* of said owner or owners,and is duly authorized to perform or have perfe�ned theq������aric �o manlce anis iiI�s application; that all statements contained in this application are true to the best o isKowledand belief;and that the work will be performed in the mariner set forth in the application filed therewith. Swom to before me this day of 20do, 4 Notary Public Signature of Applicant Scott A. Russell °su�Ir� SUPERVISOR U) MAN z SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of'Southold CHAPTER 236 - STORN MATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) 00 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E1613. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[7 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District (a NAME lQq 6 gut Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact information (rekphom,Numbed Reviewed By: Date: Property Address/Location of Construction Work: - — — — — — — — — — — — — — — — — — jf��D � �� ❑ Approved for processing Building Permit. f� n��`e Stormwater Management Control Plan Not Required. CIAC hr�T 7 j�9c S� Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 7_71 f .p r Lr7i V\1 f 0Z SO LDING DEPARTMENT-Electrical lnspecto�UN 3 0 2020 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO 136pi:1171,WN, , Southold, New York 11971-0959' Telephone (631) 765-1802 - FAX (631) 765-9502 wand@southoldtownny.gov APPLIGATION, FORELECTRICALINSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:, &S;�o we LV'L5 Name: License No.: 3&873 AAA 'email: cl—OSS11 QZ0 G.1.14.1. � Address: A J?.O'L L 00Y "i Phone No.: al fr JOB SITE INFORMATION (All information Required) -fv- Name: unt Address: 1 0 7b rNeTri Cross Street: �tttkr4' Phone No.: $3 X1260 Bldg.Permit#: L4L( 112� email:-U-ST-m-es .1 Oct%0 Tax Map District: 1600 Section;- Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) rP_tjavw4_t'cP,.4_ ak)&Ot7� 10 ux"_n 4 flki4 V Circle All That Apply: Is job ready for inspection?: 'I NO Rough In Fin Do you need a Temp Certificat0: PYIES Issued,On_ Temp Information: (All information req6ired) Service Size 1 Ph 3 Ph Size: —A #Meters -Old Meter#, New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground -Overhead 1#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 'PAYMENT DUE WITH APPLICATION 0 �9 N Requestfor Inspection FormAs �UN 3, 0 2020 BUILDING DEPARTMENT-Electrical In cto gy Rp 3 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO B&JW-%TG DF-P•n Southold, New York 11911-0956-, A-, .4� OZ . Telephone (631) 765-1802 - FAX (631) 765-19502 err @south Idtownny. @sguthow ". ov AM gpnd ldtona APPLQ.-ATTON FOR ELECTRICAL INSPECTION- kh&RIC-IAN INFORMATION oil information Required) Date; Company Name: &AC-4ZONk- Name:-7?,ad Moms Vlc7F ]License,No.: 35 (?3 email: Do G., t - Address: Phone No.: .2t?fr &M OR � JOB SITE INFORMATION (All Information Required Name: A-W Address: 10 ti-, J Gross Street: ll Ro� Phone No.: - , D( Bldg.Permft email; U-ST10es 00 (00 1 Tax_Map_District: 1000, Section:Section:0 Block:, Lot:1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) U,t J-Gkzj rp ijavwk di,4 Circle All That Apply: Is job ready for inspection?, NO Rough to Firf Do you need a Temp Certificate?: ' YES [ t!!9) issued On Temp,Information: (All information required) Service Size 1 Ph 3 Ph Size:, #Meters Old Meter#, New Service-Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead Underground Laterals 1 2 H Frame Work done on Service? Y N -Additional Info-7m-atiort, 'PAYMENT DUE M LITH AP PLICATION 0 N Request for Inspection Foffn.xis PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's UC Lts Fans Fridge HW Exhaust Oven 6 , Dryer r Smokes DW Service Carbon Micro -I Generator Combo Cooktop Transfer AC AH Mini I i Special: Comments Town Hall AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 _ Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE_ OF.UTILIZATION OF TRUSS TYPE"CONSTItUCTION..PRE=ENGINE_ ERED'. WOOD CONSTRUCTION-ANO/OR TIMBER CONSTRUCTION Date: vA ( d';Lo Owner: -9,1 - oar , ft ' Location of Property:JD]d R f olp- �� d OLLInOQUE, _ Please take notice that the (check applicable line): New commercial or residential structure , / Addition to existing commercial or residential structure - Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor nd oof framing (FR) Signature:_ - - - - -- Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 25"'St,Suite 203,Brooklyn,NY 11232 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 02/14/2020 r TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Enclosed please find: -4 sets of plans - Building Department Application -Stormwater Management Work Sheet -Application for Certificate of Occupancy -Truss Type form -Owners Authorization form Regards, Anthony Portillo AMP Architecture (516) 214-0160 s A� 4/?DG Bunch, Connie 6 From: molly siller <msiller89@gmail.c0m> Sent: Wednesday, March 11, 2020 12:36 PM To: Bunch, Connie Subject: Jernick 1070 Pine tree road Attachments: image0 jpeg;ATT00001.txt; imagel jpeg;ATT00002.txt Attached are pictures of the depth for the front foundation. On plans it shows we need a new foundation poured but after we dug down it seems to be at legal depth per the architect. Does this need to be inspected before work starts? ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 - q(0 S66°22'�O"W 100.0' F1 17 r D N Lu W J = N 1— ILu JERU N • M m I O wTq is N w _ �t F- = zCN O S PA(5E <E"--r : 0 : I N O PROJECT LOCATION & SCOPE Z O � N000 - Move Nall forward at front elevation to increase living SITE PLAN & ZONING DATA 11-- room size; front wall will not exceed existing roof P a o overhang Open the living room and kitchen by removing demising �`��� 00 Nall; provide new upset header as required STRUCTURAL DESIGN CRITERIA > o - Open Nall to new dining room area CODE & REFERENCE STANDARDS z Provide tray ce i I ings in living room/kitchen area -005 CONSTRUCTION STANDARDS z >: - Provide new front deckNAILING &STRAPPING DETAILS Q z Tj � w � 50' REAR YARD SETBACK I Ln m r-I I` = Ln FA PROPOSED DEMOLITION PLAN JPROPOSED FOUNDATION PLAN wIx PROPOSED FIRST FLOOR PLAN v REOUIRED RESULATIONS w DETAILS _ J 56TM# 1000-104-2-5.1; LOT AREA = 20,763 S.F. S.F. ; R-40 NON-CONFORMING U J EXIST. PROPOSED COMPLIES 7) EXTERIOR ELEVATIONS MINIMUM REQUIRED "pee yq A I FRONT YARD 40.0' bO.�i' bO.a' YES SIDE YARD 15.0' 18.7' 18.7' YES i BOTH SIDE YARDS 35.0' 20.4' 20.4' YES REAR 50.0' 106.6' 106.6' YES MAXIMUM PERMITTED i BUILDING HEIGHT 55.0' 15.11 15.1' YES v NUMBER OF STORIES 2 I/2 I I YES EXIST. T- < WOOD I LOT- r o\/ERA5E 4 I DESCRIPTION AREA COVERAGE ( I 60,9' >u TOTAL LOT AREA 20,763.0 S.F. EXISTING HOUSE 1,740.0 S.F. 8.4`50 - 1(1 I I S W D-GK 44 .F y PROP. NEW EXIST. I STRY WD. PROPOSED I5T STORY ADDITIONS 103.0 S.F. 0.5% BASEMENT I n FR. DWELLING I PROPOSED FRONT DECK 186.0 S.F. 0.0i3o WINDOW WELL I TO-AL AREA OF ALL STRUCTURES 2173.0 S.F. 10.5% N I m I I MAXIMUM COVERAGE ALLOWED = 20% I I 1.0' Z 24.4' 2 20.4' / '3�0:1EGT %.ZCaNI NO DAT? 2 O TAX MAP # 6 23.2' I I 1000-104-2-3.1 PROP. IST STORY m I ADDITION WITHIN ZONING DISTRICT R-40 NON-CONFORMING EXISTING ROOF 138 LOT AREA 20,163 S.F. OVERHANG < NEW FRONT DECK / I EXISTING PROPOSED w " p ' FIRST FLOOR AREA 1740.0 S.F. 1843.0 S.F. p BEDROOM COUNT 3 3 M. 0 - - - - - - I 037 40' FRONT YARD SETBACK s d PROJECT: �,- JERNICK ti RENOVATION V 1070 PINE TREE ROAD 'Pine Tr"Roan ^ „ 10 CUTCHOGUE, N.Y. 11935 O I °Or� DRAWING TITLE: I m PROJECT LOCATION & SCOPE m SITE LAYOUT NOTES: I. TH15 15 AN ARCHITECTS SITE PLAN $ 15 SITE PLAN & ZONING DATA N Z SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION ; . REPRESENTED ON THIS SITE PLAN 15 TO THE — — — — — — i yI��o13��O ARGHITEGTS BEST OF KNOWLEDGE. I� n 2. SURVEY INFORMATION WAS OBTAINED `c / N6,405112011E 522-61 FROM A SURVEY DATED APRIL 5, 2015 AND ; PREPARED BY: PAGE: �0 JOHN G. EHLERS LAND SURVEYOR ` 6 EAST MAIN STREET -0010 'A E RIVERHEAD, N.Y. I1a01 • (651) 36q-8788 SITE PLAN LOCATION MAP SCALE: I'-O" = 10'-0" SCALE: NT5 DATE: 08/04/20 1 OF 6 0E I E-RAL 5"'r��50L <E� : CN d M Q O NEW WOOD FRAME (L.G. W LU _ EXISTING TO Bl. DEMOLISHED 57L. WHEN APPLICABLE) J ' = N EXISTING TO R1-'--':MAIN NEW PARTIAL HEIGHT Q to N �-�--•-� WOOD FRAME (L.G. 5TL. I NEW FOUNDATION WALL WHEN APPLICABLE) EXIST. WOOD W ri DECK Lu DEMOLITION NOTE: J Z CONTRACTOR TO PROVIDE —� SHORING PRIOR TO REMOVING Z N ANY BEARING WALLS EXIST. PORTION JI EXIST. WINDOW TO OF WALL TO BE O BE REMOVED REN OVED FOR —( L ON N O (� z Rt 0 O ~ Z --- O N m O r — — T— -- REF.II a Z CE W EXIST. u J O O ---_ KITCHEN J oo > I' O EXIST. IST. �� I DEMOLITION NOTE_ n Z G� EXIST. BATHROOM B HROOM \_l�\��> ALL EXISTING KITCHEN EXIST. DINING I EXIST. J MASTER ——— ELEMENTS TO BE REMOVED. ROOM I =ry DEN � BEDROOM I r--- j I l m Q Z 4 1 1 EXIST. PORTION m J N O 1 --------J I I OF WALL TO BE LL W I I I REMOVED Lf) m 'H I I I r- = Lo EXIST. I I 11 0 .. -------------i GL. 7 r-- �r------- ----- rI J O I Lu it II FJ I EXIST. II / EXIST. WALLS TO BE DN. (•� II XIST. DOOR 81 I REMOVEDLu I� PORTION OF I F- WALL TO BEI = y J REMOVED I I DEMOLITION NOTE_ U J EXIST. EXISTING CEILING IN KITCHEN ANL,) L� LIVING ROOM TO BE REMOVED GL. FOR NEW TRAY CEILING— EXIST. F I REPLACE EXIST. EXIST. BEDROOM EXIST. EXIST. WINDOWS e FRONTY`~ BEDROOM ENTRY DOOR TO BE REMOVED AND II RELOCATED II � EXIST. II II � 41 GL. EXIST. GARAGE EXIST. WALL TO BE EXIST. REMOVED GONG. STOOP TO REMAIN DEMOL TION NOTE: \� GONTRAGTOR TO PROVID9 SHORING PRIOR TO REMOVING ANY BLARING WALL5 FROFOSEED DEMOLITION FLAN SCALE: 1/4" = I'-O" NEW WINDOW t DOOR GALLED OUT ARE ANDERSEN 400 SERIES; NEW WINDOW 4 DOOR SHALL MATCH EXISTING; FO AT F . NOTES, INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING Q STRAPPING DETAILS. 0 RESERVE 2 EGRESS LV4/1Nr OVE EXIST. Z w EGRESS WINDOW WELL: WINDOW/ ROUGH""OPENING WINDOW DIMENSION OCPENI G EW EGRESS AGE 0 O _ DOOR TYPE MODEL # BLE HUNG = _ PROVIDE NEW EORE55 WINDOW WELL BY ROCKWELL; WIDTH REG'D: 20" 0 �� GALL-OUT -"� W1D7`H ;".;�� HEI _ ELITE SERIES" 66"W.X60 H. OR EQUIVALENT. INSTALL AS G1-1T, WIDTH HEIGHT HEIGHT REQ'D:24" PER MAN. SPECS. OPEN REo'D: 5."i S.F. U~i B DOLu UBLE-HUNG TW24210 2'-6 A 3'-O " 2'-5 " 3'-O �" G w E WINDOW NOTE: Q O 1. ALL NEW WINDOW5 d DOORS SHALL MATCH - EXISTING; INSTALL AS PER MANU. SPEC.'S. FOR G DOUBLE-HUNG TW210410 3'-O ; 5'-O i", 2'-II g" 5'-0 J" 5.81 5.F. EXISTING SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS BASEMENT AND DOORS" ON PAGE 5-002 4'-Oy:2 W 2.IF DOUBLE HUNG - ALL VOL. HUNG WNDW5 TO BE TILT WASH EXIST. 5�" STEEL 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. _ UMN (TYP) COL EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING —ems BET EN THESE TWO��— EXIST. (3) 2"X10" HEADER BETWEEN THESE W CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF Go . ADD a.5 LVL COL. ADD 413 L ��R�D�!/�� EGRE55 SHALL BE FOLLOWED: NET CLEAR OFENINO........... 5.7 5.F. 44✓4 NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM Q WINDOW / DOOR FRAMING. II 4 SEE PAGE 6-003 FOR FRAMING (P Y _ ELEMENTS AROUND DOORS AND V A 7 0 WINDOWS (TYP. FOR ALL) U.O.N.. N 0 RESERVE w � PROJECT: OTY L L ER AR X GK: 6 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS . V J E R N I C K 2. SECURED w/ (2) 5/8" m x 5" LONG H.D. GAL. LAG O BOLTS ® 16" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS BY 151MP50N' (OR ry RENOVATION EQUAL) w 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING $ z BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL EXISTING SLAB ON GRADE 1070 PINE TREE ROAD �i EXIST. CUTCHOGUE, N.Y. 11935 m GONG. STOOP DRAWING TITLE: a 6 PROPOSED DEMOLITION PLAN I — Q i o o PROPOSED FOUNDATION PLAN IX= 1n fV � r I 3 u 1 PAGE: i _ (2) 2"x12" P.T. BM _ _ (2) 2"x12" P.T. BM _ T - - - :1000oj PROPOSED FOUNDATION PLAN SCALE: 1/4" = I'-O" DATE: 08/04/20 4 OF 6 0 NDRAL 5*"�(I " I50L I\E""'r : M NEA Q O EXISTING TO BE DEMOLISHED 5TL. WHE DAPL GABLE) w W EXISTING TO REMAIN NEW PARTIAL HEIGHT J N M WOOD FRAME L.G. STL. Q NEW FOUNDATION WALL WHEN APPLICABLE) CN LLLl � r-I "l! J Z ~ NEW WINDOW 4 DOOR GALLED OUT ARE ANDERSEN 400 SERIES; NEW WINDOW 4 DOOR SHALL MATCH EXISTING; J LO O � FLOOR PLAN NOTES INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING 4 STRAPPING DETAILS. d N Y (� O Z © � OWINDOW NOTE: W1N CSW $ D©t�R CHART W W I. ALL NEW b DOORS SHALL MATCH EXISTING; INSTALL AS PER MANU. SPEC.'S. FOR EGRESS SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS i CLEAR Z AND DOORS" ON PAGE 0-002 WINDOW/ ROUGH OPENING .. WINDOW DIMENSION 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 DOOR TYPE MODEL # OPENING SHALL HAVE STRAIGHT ARM HINGE WHEN GALL-OUTWIDTH REO'D: 20 Q 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE WIDTH" HEIGHT WIDTH HEIGHT HEIGHT D:24" TILT WASH OPEN REG'D: 5.7 S.F. oo W J 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. B DOUBLE-HUNG TN24210 `-6 ". ✓'-O ". 2'-5 3'-D �" J EGRESS NOTE: z IN COMPLIANCE WITH NEW YORK STATE BUILDING G DOUBLE-HUNG TW210410 �'-© �° �`-C7 �"" ' 2'-)I �" 5'-O �" 5.81 S.F. cn (fl CODE, SECTION R310.2.1;THE FOLI-OWING MEANS OF ._I EGRESS SHALL BE FOLLOWED: v Z >: 4 NET CLEAR OFENINO........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM Q Z NET CLEAR WIDTH................. 20" MINIMUM m LL J N LL' W 0 lu Lo Ix Tq ODOOR NOTE: 2 I. INSTALL NEW INTERIOR DOORS WHEN GALLED O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). EXIST. WOOD Tq J O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED < DECK OUT ON PLANS BY 'THERMATRU' (OR EQUAL). I [K) D W 3.DOOR TYPE TO SELECT Q _ N 4.INSTALL AS PER MANU SPEC.'s 00 1 FRONT ENTRY DOOR EGRESS NOS-E: 1. V.I.F. FRONT DOOR HAS MIN. 52" CLEAR OPENING 60'-II" W WHEN DOOR IS OPEN 10° 2.IF NOT, THEN REPLACE EXIST. DR. w/ NEW 36"x80" DR. (32" CLEAR WIDTH) 3. PROVIDE (2) 2"x8" HDR., U.O.N. V a:" J 4.JACK AND KING STUDS AS PER: PAGE 6-003 B Q ' EXIST. EXIST. 2) 2"x O" HDR. EXIST. WINDOW/DOOR FRAMING: O SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. EXIST. - . g@A cv EXIST. Q n� • 2-352" 3'—Ijy.2 4'—q" O IL V FRO, _ _ _ __ - _EXIST. - - - - - - - - '- - - - - _ _ _ w wLINE OF NEWBATHROOM - p TRAY CEILING Ll NEW DINING EXIST. ; Q ROOM N MASTER BEDROOM i U) I 150 S.F. w 13'1 S.F. O S� tc KITCHEN 280 S.F. ; d W '\- LL PA I O LL Q in N 4 Om x w GL. w 4'_0"— -0" N EX T. `� (3) ib" FLUSH LVL HDR. EXIST. `fl a TRPL_POST (POST TO RIDGE) j DN. N ' TRPL. POST N 2 3 m EXIST. X w EXIST. GL. N N X w Lu ESC 15T. MODIFIED BEDROOM EXIST. LIVING ROOM m CL. EXIST. 550 S.F. EXIST. BEDROOM O LINE OF NEW TRAY CEILING EXTERIOR SHEATHING AS I EXIST. EXIST. FIREPLACE N PER SECTION NOTES GL. SIDING MATERIAL AS EXI5T. Z PER SECTION NOTES BUILDING PAPER d HOUSE WRAP 2" 3 (3) 16" FLUSH LVL HDR. p TO FULLY OVERLAP FLASHING — — — — — — — 0 EXIST. EXIST. EX15T. EXIST. GARAGE OAP FOR FRONT ENTRY WINDOW DRAINAGE 5/4"xb" P.T. DECKING Q DOOR RELOCATED RELOCATED TO w Q I m TO NEW WALL NEW WALL � N.O.N. ON PLAN/ D m -1 I 3 (2) q.5" LVL HDR. "Z" FLASHING SEGTION/DETAILS) � O � FLASHING 13'-852 q'-5y2 DRIP EDGE P.T. DECK JOIST 23'-2" COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w/(2) FLASHING 5/8" m x 5" LONG HEAVY DUTY GAL. O , LAG BOLTS ® 16" O.G. INTO MUD SILL ✓E RIM BD.;WHEN ® FOUND. METAL GAL\/. JOIST HANGER NEW �CNT O r ` WALL FASTEN i �\ N O ��' w/(2) SON BY 'SIMPSON' (OR EQUAL) ®x 5" LONG APPROVED EA. JOIST DECK �� C-) °' MASONRY ANCHORS ® I6'0.0. 156 S.F. ;° <r "Z" FLASHING D - f N ull EXIST. � FOUNDATION WALL s./ - 740 L 17� fiZ GONNF_GT I ON DF-7A I L 13'-10" A-101.0 SCALE: I" = I'-O" PROJECT: FIRST FLOOR PLAN JERNICK TOTAL S.F. — ,845 SCALE: 1/4" = 1'-O" RENOVATION 1070 PINE TREE ROAD CUTCHOGUE, N.Y. 11935 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN DETAILS PAGE: A-101w0l DATE: 08/04/20 5 OF 6 EXTERIOR ELEVATION NOTE: 5EGTION NOTE5 � � M HATCHED AREA INDICATES NEW WORK 04 Oj TYPICAL ROOF 8 GEILINC� CONSTRUCTION: W LLI • NEW ROOFING AS NOTED Lu NEW ROOFING NOTE: I. NEW ROOFING TO MATCH EX STG • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL J ~ N 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO PLYWD SEAMS) M 24" FROM INSIDE FACE OF STUD KALL AND AT VALLEYS • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS a N OVER OVER 5' INSTALL "X" BRIDGING ® CENTER OF W T 1 3.INSTALL 15 # BUILDING FELT (U.O.N OVER SPAN, U.O.N.). MIN. OF R-41 SPRAY FOAM INSULATION LJJ d' 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) O Ix 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REOV) J ~ TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): J N 7. FLASH ALL VALLEYS F' z b.PROVIDE RIDGE VENT (A5 REQ'D UPON "TYVEK" HOUSE WRAP (OR EQUAL) � � � � O2 S.INSTALL DRIP EDGE AS REO'D • UPON 1/2" _UPON PLYWD. SHEATHING (BLOCKING q. INSTALL ALL AS PER MANU. 5PEC.'s ALL PLYWD SEAMS) O J Ll') a 4 • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE Lo Y (� • MIN. R-15 CAVITY INSULATION W/R-5 CONTINUOUS N O INSULATION Z O 0 ~ • 5/8" GYPSUM BD. WALL FINISH O N m O ONEW SIDING NOTE (TYP.): _ 5 I. INSTALL NEW SIDING TO MATCH EXISTING/ Z INSTALL 2.IL HOUSE WRAP (OR EQUAL) 0 3.INSTALL ALL AS PER MANU. SPEG.'s a 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF J N J00 / PROVIDE NEW ROOF COVER OVER NEW O RESERVE J rI / ADDITION �c O a Z O NEW R-50 BATT. INSUL. IN FLOOR SYSTEM (MIN. R-50 J N AS PER TABLE 402.1.2) a Lu � Lo -- -_ ,n w N = Lo �-IJO uj is U --. W Z J U J a FROFOSF_I7 'NORTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" EXIST. ROOF TO REMAINEX15T. ATTIC EXIST. G VE 0I�u 111 [a N dJ W n� L / PROVIDE NEW ROOF COVER OVER NEW ADDITION EXIST. EX15T. H. BEDROO BEDROOM EXIST. F.J. i N ;�DX ua EX15T. BASEMENT FFF 'll0 SEGTION A/A-200 110 — SCALE: I/4" = I'-O" z o l 11F 711 I L o LL9 �� U L - - - - - L - - - - - - - - F.F. J W FRCFOSEI7 EAST ELEVATION (LEFT SIDE) NEW RIDGE HEIGHT ________ NEW UPSET SCALE: 1/4" = I'-O" ELEV. +IS.q' HEADER AS PER PLAN c:1 -.D ARCM EX15T. \� L° O �` 0 EXIST. ROOF TO ATTIC REMAIN O.J. S EXTEND FINISHED TM i..T.. -- - X3740 y� 1 `.fi:.__:I: _.s _ tc BRICK TO NEW – - — CEILING HEIGHT; MATCH EXISTING 2 -- O o o PROJECT: �W m- �' S JERNICK MODIFIED MODIFIED 5 NEW F.J. AS R E N OVATI O N EXISTINO FIRST FLOOR KITCHEN LIVING ROOM PER PLAN IQV EV. +2.5' ------ EXIST. F.J. AVERAGE GRADE 1070 PINE TREE ROAD ELEV. +O.s' ---- EXIST. GONG STOOP �CUTCHOGUE N.Y. 11935 O ' X DRAWING TITLE: .p `9 w EXTERIOR ELEVATIONS F.F. EX15T. BUILDING SECTIONS 0 0 SECTION E3/A-200 SCALE: 1/4"' = I'-O" PAGE: FROPOSED SOUTH ELEVATION (REAR) SCALE: I/4" = I'-O" A-200 . 01 DATE: 08/04/20 60176 Q 0 cv Wu W JCO ~ N N I Q W O o cr (1 Z LO � �- N 0 rl PROJECT LOCATION & SCOPE 0 o m O ' — Move Nall forward at front elevation to increase living SITE PLAN & ZONING DATA Nm0 room size; front Nall will not exceed existing roof z a1 0 overhang - _ cr Open the living room and kitchen by removing demising -002 GENERAL NOTES J STRUCTURAL DESIGN CRITERIA -� 00 wall; provide new upset header as required > o CODE & REFERENCE STANDARDSz a� - Open Nall to new dining room area J .� - Provide tray ce i I ings in living room/kitchen area ®O�j CONSTRUCTION STANDARDS z }; Extend wall in master bedroom to meet existing NAILING &STRAPPING DETAILS Ix z N overhang LL w (D 50' REAR YARD SETBACK LO m 1H _ _ _ _ _ _ _ - _ _ _ _ - Split existing master bedroom closet to allow for 3 ~o Q LO I inen closets; one in master bedroom, one in existing - 1 ®® PROPOSED DEMOLITION PLAN J 0 bathroom and one in hallway PROPOSED FOUNDATION PLAN w i - 1 ® PROPOSED FIRST FLOOR PLAN Lu V REaulfREr; REGULATIONS DETAILS ~ V i = J U J SCTM# 1000-104-2-5.1; LOT AREA = 20,763 S.F. S.F. ; R-40 NON-CONFORMING , i I Qc A-200 EXTERIOR ELEVATIONS ay EXIST. PROPOSED COMPLIES s m, 1 MINIMUM REQUIRED 1 FRONT YARD 40.0' 60.ci' YES SIDE YARD 15.0 18.7 18.7 YES BOTH 51DE YARDS 35.0' 20.4' 20.4' YES i 1 1 REAR 50.0 106.6' 106.6 YES 1 MAXIMUM PERMITTED � ( BUILDING HEIGHT 35.0' 15.q' 15.a' YES 1 PROPOSED IST STORY 1 ADDITION WITHIN Cp NUMBER OF STORIES 2 1/2 1 I YES EXIST. EXISTING ROOF OVERHANG D)EGK 20.4 tx LOT 'C0VERA6T= iQ bo.a' DESCRIPTION AREA % LOT C) COVERAGE TOTAL LOT AREA 20,763.0 S.F. t(l EXISTING HOUSE 1,740.0 S.F. 8.4901 PROP. NEW J EXIST. I STRY WD. EXISTING WOOD DECK 144.0 S.F. 0.79b BASEMENT n ER. DWELLING I PROPOSED IST STORY ADDITIONS 130.0 S.F. F 0.6901 WINDOW WELL TOTAL AREA OF ALL STRUCTURES 2014.0 S.F. 1 I _.... I MAXIMUM COVERAGE ALLOWED = 209'0 4: `t' r W 24.4' PROJECT / ZONINO D,4TA+ m 23.2' 1 TAX MAP # 1000-104-2-3.1 , -;;I; ,_ o PROP. IST STORY ZONI'N'G DISTRICT R-40 NON-CONFORMING ADDITION WITHIN ` EXISTING ROOF NEW�P TRY 138 LOT AREA 20,'763 S.F. S.F. 1 OVERHANG STOOP le.-r U(.�JIt C, I I L r CC' i L E i: Cn'(_1. EXISTING PROPOSED LEI `�''.,, I� ;s I i}:. I:'�i i i � ul+vl� s: F07"1 p FIRST FLOOR AREA 1740.0 S.F. 1870.0 S.F. 01R CCI13TRUCTIG°y E!: C" E_eCjrjCAL2"aSPCCtI0rJ IREQutRED '�� OC � BEDROOM COUNT 3 3 Osv 1A _ — — — — — — I " (•4• 5 tl� Fy µ��;�. ; �., 4 .. 4 .. E�`e*aJ W a e ..,a ��1�� i F OF t4 E� 40' FRONT YARD SETBACK o �l PROJECT: y WITH ALL CODES J ERN ICK N'-w YoRK STATE & TOWN COD OF NS RENOVATION ,,s AS hEOUIRLD ANJ?-� '` s� ,SOU I HOLD T ZBA = a� SOUTH TOWN PLANNING BOARD 1070 PINE TREE ROAD r_= p LDTOWNTRUSTEES ire SOUT' OCUTCHOG U E, N.Y. 11935 ECQ DRAWING TITLE: O I 11 J .,, i.tirS.rra , PROJECT LOCATION & SCOPE m 51TE LAYOUT NOTES: . TH15 15 AN ARCHICT5 51TE PLAN 15 SITE PLAN & ZONING DATA N Z I SUBJECT TO VERIFICATIO BY A LICENSED is _ SURVEYOR. THE INFORMATION REPRESENTED ON TH15 51TE PLAN 15 TO THE .— — — I/2OI IrJO I ARGHITEOT'S BEST OF KNOWLEDGE.W °5I 12Oii �-7 ' Ise/✓ 2. 5URVEY INFORMATION A5 OBTAINED > y� 2 I I FROM A SURVEY DATED APRIL 5, 2015 AND Arµ 1`� PREPARED BY: PAGE: JOHN G. EHLERS w LAND SURVEYOR }� I b EAST MAIN STREET ro\ n j R [q 1 1�l RIVERHEAD, N.Y. I1a01 t% � G-001� (631) 56q-8788 . M. 51 TE PLAN LOCATION MAP SCALE: I'-O" = 10'-0" SCALE: NTS DATE: 02/07/20 1 OF 6 NOTES � SFEG I F I GAT I ONS CARPENTRY INSULATION IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KMP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. INSULATION �NSTRT I ON RQU I REM�NTS ATSPECIFICATIONS,ALLMES. IAND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK FOIL TO BE PLACED TOWARD WARM SIDE. Q N 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN 5" MIN. FOUNDATION EXPOSURE. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION Lu F- WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DE5IRED BY NYSECC 201E TABLE uj GENERAL O SE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE COMPONENT PROPERTIES COMPLIES 'J M cv I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM T 3. SILLS T HE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" FOUNDATION WATERPROOFING. R4O2.I.2 APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. R-21 CAVITY INSULATION MIN. R-20 AS PER Q TA N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOW5: EXTERIOR WOOD FRAME WALL R-VALUE TABLE 402.1.2 OF NYS YES Lu ri r..1 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL J015T5 HANGERS BY "TECO" OR - q" R-30 FOR FLAT CEILINGS ENERGY CODE - ZONE 4 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS O � 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION NYSEGG 402.1.3 AND TABLES J F-- Z ~ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM '� WINDOW U-FACTOR AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. - 5.25 R-21 FOR FLOORS LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM YES = Z � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, P0575, AND BATH TUBS, AIR LEAKAGE=0.30 CFM/5F F- . I Ln OF THE OWNER/BUILDER U.O.N. MIN. R-4q AS PER TABLE N 0 0 GLASS WINDOWS AND DOORS CEILING R-VALUE R-4q INSULATION 402.1.2 OF NYS ENERGY YES �' O � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7WI • ALL BEAMS, ORDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. CODE - CLIMATE ZONE 4 Z O 0 IS- SHALL ` 5HALL BE CLARIFIED WITH THE ARGHITEC:T/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER Nm O WITH THE WORK. CLEARANCES ARE PROVIDED. MIN. R-30 AS PER TABLE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE R-30 INSULATION 402.1.2 OF NYS ENERGY 6. NO DEVIATIONS OR GRANGES TO THESTRUCTURAL SYSTEM SHALL BE MADE 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED FLOOR R-VALUE CODE - CLIMATE ZONE 4 YES Z UNLESS APPROVED BY THE ARCHITECT/ENGINEER. P.T. WITHIN 18 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, IL I Q f' � 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE UNLESS OTHERWISE NOTED. ix BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNE55 ON WALL5 AND W ROOF AND 15 OF GPX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH J 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN MANUFACTURER'S SPECIFICATIONS. J 00 APPLICABLE. TABLF- R5OI .1 Z R O q. DO NOT SCALE DRAWINGS, WRITTEN D MENSIONS TAKE PRECEDENCE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF 0DX GRADE. ENERGY CONSERVATION CODE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS O I 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. C) CERTIFICATES, CERT. OF OCCUPANCY OR: COMPLETION AND U.L. APPROVAL 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR Q Z 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" of AN EXTERIOR SURFACE. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. STRUCTURAL MEMBER ALLOWABLE DEFLEGTI ON AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. N LL PERMISSION FROM THE ARCHITECT. RAFTERS RAVING SLOPES GREATER THEN 3/12 L/150 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. Lo IIx T-I 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 5. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS W/ NO FINISHED CEILING ATTACHED TO RAFTERS I` :D Lo RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN 51-AN5 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. EXCEED 5'-O" AND AT EVERY 8'-O". INTERIOR WALLS 4 PARTITIONS H/150 � J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE LLI 14. THE CONTRACTOR SHALL KEEP PREM 5E5 REASONABLY GLEAN AT ALL 0-003. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FLOORS 4 PLASTERED CEILINGS L/360 m TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, ALL OTHER STRUCTURAL MEMBERS L/240 BROOM GLEAN. NECESSARY. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS V REQUIREMENTS. LLI 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003 EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE AND ORDINANCES. I5. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. TEMPERED GLASS. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 U 1 .__I .J GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. THE SUS-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 Q COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 51TE WORK - E=� - - •,�.% AS PER PAGE G-003. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, , AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. STRUCTURAL DES I CSN LO ADS ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH 5HALL CONTAIN 2% COPPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, PIPPING, OR SOAKING UNTIL THE WOOD 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR. DEATH OR TO A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING USE LIVE LOAD DEAD LOAD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER SITE. STOCKPILE ALL EXCAVATED MATERIALS. ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM),. (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, 50REW5,FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT AOT OR CM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE EXTERIOR BALCONIES 60 psf 15 p5f CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. DECKS 40 psf 15 psf BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PARTY INDEMNIFIED HEREUNDER. A. TRUSS J015T MGMILLIAN IAE MIGROLAM 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. B. GEORGIA PACIFIC 2.OE 6-P LAM PA55ANOER VEHICLE GARAGES 50 psf A5 PER PLAN 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES FOUNDATION, CONCRETE, AND MASONRY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 15 psf OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARCHITECT/EN6INEER. NOTES, AND TABLES ON PAGE 5-003. THE FASTENING SCHEDULE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHO' PRANIN05 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TOW50. FT., U.O.N. SLEEPING ROOMS 30 p5f 15 sf NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AN7 CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED p p PERTAINING ARE TO BE FIELD VERIFIED, 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 ROLDOWNI LOCATIONS ARE SPECIFIED ON THE FOUNP./FLOOR PLANS. OTHERWISE NOTED STAIRS 40 p5f 15 psf 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING, AS FOLLOWS: 5. WALL5 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. GUARDRAILS AND HANDRAILS 200 psf 15 psf WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL w/ END GRAIN, _ 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/STEEL SHIMS 4 A MIN. 3/4 OF NON-SHRINK GROUT UNTIL 151 TIER OF FRAMING 15 IN PLACE. 12 psf FOR ATTIC SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ROOF LOADING (LIVE = C-ROUND SNOW LOAD) 20 psf 15 psf FOR CATH. 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED f.EINFORCINO (® MIN. 16" 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). 5. ALL OPENINC5 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED "'ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE SOLID WITH CONCRETE. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ A50E 7-10 (MINIMUM DF-516N LOADS FOR BUILDINGS AND OTHER STRUCTURES) STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. U.O.N. WITH TOP CAf�5 0 STEEL COLUMNS TO BE MIN.y4" BENT PLATE 5" LONG 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 H/6 RISE . U.O.N. A BOLTS THROUGH CENTER LINE G VERTICAL LEGS DAYS OF 4,000 P.5.1., U.O.N. CLIMATIC AND OE06RAPHIC DESIGN CRITERIA GORES AND REFERENCE STANDARD: SET 6' DIST., U. .N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE, 2015 INTERNATIONAL RE51DENTIAL CODE, AND 2015 PROPERTY 11. GONG. SLABS REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH MAINTENANCE GORE. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER GROUND SNOW LOAD 20 LBS PLUMBING 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) BASIC WIND SPEED 130 MPH WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME SYSTEMS TO NYC PLUMBING GORE AND NYC DEP REGULATIONS AND NYC 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CONSTRUCTION MANUAL BY AF 4 PA. BUILDINGS BULLETIN 2005-005. (I) WALL TIE PER (3) SQ. FT. EXPOSURE CATEGORY B 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, U GODS. SEISMIC DESIGN GATEGOt:Y B 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL AND AT BASE OF VERTICAL WA5TE PIPES. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. WEATHERING SEVERE MECHANICAL GORE AND 2015 INTERNATIONAL FUEL GAS COPE. ui 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER FROM FOOTING TO 2" ABOVE FINISH GRADE. - H 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, FOOT. FROST LINE DEPTH NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO - DISH WA5HER.........................................2" CONCRETE SHALL BE PLACED ON FROZEN SURFACES. TERMITE MODERATE TO HEAVY w - KITCHEN SINK........................................2" 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ICE BARRIER REQUIRED YES GENERAL WIND PROTECTION CONNECTION NOTES: - LAVATORY...............................................2 T/ ENGINEER. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL LAUNDRY DR.................................................21° ISRPROY�DE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND CONSTRUCTION;55TD 10-qq AND 2015 5BG HIGH WIND EDITION WOOD FRAME _ CONSTRUCTIONWHERE EVER APPLICABLE. C I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, - FLOOR DRAIN..........................................3 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A M. p 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. J 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT THROUGH ROOF. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK U �� INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 + O DRAIN COCKS AS REQ'P. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW yrr I PROTECTION20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED . 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL DEEP 4 3'-0" BELOW GRADE. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED xa_ WITH BACK FLOW PROTECTION. 0 5 � 4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL Cl. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL OF �FVtl SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. MECHANICAL CONNECTIONS: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR „ 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING TO CONGEALMENT OF PLUMBING. I. ALL MECHANICAL CONNECTIONS SPECIFIED SIMPSON MAY BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PROJECT: RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. NOR ANY POTENTIAL DAMAGE THEREOF. "SIMPSON" MANUFACTURER. J E R N I C K 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES RENOVATION 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 16" WITHIN 4' OF EXTERIOR CORNERS. ELECTRICAL: LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMPSON" TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY OF J" AND 3X3'Xk WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL 8E CONSERVATION CODE. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 1070 PINE TREE ROAD BOLTS SHALL HAVE A MINIMUM EMBE=_DMENT OF 7" IN CONCRETE/MASONRY COMPLETION OF WORK. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. CUTCHOGUE N.Y. 11935 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - GENERALLY, VERIFY OR PROVIDE HARD WIRED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED SMOKE DETECTORS w/BATTERY BACK-UP IN: 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DRAWING TITLE: A. EACH SLEEPING ROOM ARCHITECT GENERAL NOTES B. OUTSIDE OF EACH SEPARATE SLEEPING 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER AREA IN THE IMMEDIATE VICINITY OF SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED BEAM STRUCTURAL DESIGN CRITERIA THE BEDROOMS (GENERALLY THE HALLWAY) HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CODE & REFERENCE STANDARDS G. EVERY LEVEL OF DWELLING (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) PAGE: Li-0 0;A2 DATE: 02/07/20 2 OF 6 GONSTRUGT I ON DETAILS WIND LOAD FATH NA I L I NS/STRAi=f=1 I NO C W I NDON/DOOR HEADER FASTENING SGHEDULE A a N G O}�I�l I G T I O I D T l` I La NOTE: TH 15 SGHEDULE DOES NOT I NGLUDE NAIL(NG FOR METAL FRAMING STRAPS 0 w I t� NOTATION: ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERIN15E` J = N A- NUMBER OF 8d NAILS ® EA. END OF STRAPPING (3.7, P. 151-2001) NOT TO 5GALE B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. 193 -2001) a N G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (3.230, P. 193 - ALTERNATE,5.23D,PG. 194 -2001) FASTENER SPEC. FASTENER W T D- NUMBER OF Ibd NAILS,END-NAILED THROUGC H ADJACENT KING STUD DESRIPTION AND QUANTITY SPACING LL1 TO END OF HEADER ® EA. SIDE (31, P. 151 4 NORK5HEET-2001) � Z E- NUMBER OF JACK 5TUD5 ® EA. END OF HEADER (3.22F, PI91-2001) t A—, F- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD ROOF GE I L I NO FRAMING TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) ~ = Z N G (3.8, P. 15-1 d WORKSHEET -2001) I` J WOOD JOIS WOOD 1.101 Lf)TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER (L LO � B E FASTENING 5GHEDULE B CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST Z 0 BLOCKING JOIST RANGE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS O O m IN ACCORDANCE WITH WOOD FRAME CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) REQUEST SK IF NEEDED EACH LAP = N 00 O CONSTRUCTION MANUAL 2001 EDITION] OIRDERMEADER _ CEILING JOI5T LAPS OVER PARTITIONS (FACE-NAIL) at-Ibd COMMON EACH LAP Za Q A NOTATION � WOOD GIRDER WOOD .JOIST ROUGH A B G D E F G COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE LJJ OP-NO BLOCKING TO RAFTER (TOE-NAIL) 2-95d COMMON EACH END J_ 00 2 1 1 1 1 1 > O RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END Z (Q 4 1 2 2 2 2 � � O JOIST FRAM I NO OVER WOOD O I RDER J015T FRAM I NO FLUSH WITH O I RDER/HEADER WALL FRAM I NO Q z 4 REOUIRE5 SILL PLATE OF 2"xb"(MIN.) 6'-0" 5 I 3 3 5 3 REQUIRES (3) 2"x12" HDR (MIN.) 8-O 7 2 3 4 4 4 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT w W TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE LO STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. O J O K I NO STUDS HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGE5 w CRIPPLE STUD TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON 4 PER STUD F_ BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, W ENDJOI5T, or BLOCKING (FACE-NAIL) 2-16d COMMON 12 PER FOOT F- J HEADER = ANCHOR BOLT Si�EG GAT ONS FLOOR FRAMING v -' a JACK STUDS JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER J015TNO BRIDGING TO J015T(TOE-NAIL) 2-5d COMMON EACH END J 'N. N SPECIFICATION (WFGM TABLES 5.2A 5.25, P. 112) .' CORNER 6„-12” FOR ALL STRUCTURES: BLOCKING TO JOIST(TOE-NAIL) 2-Sd COMMON EACH END CONDITION } gq %,"O ANCHOR 5OLT5 ® 5cr O.G. BLOCKING TO SILL or Viµ, TYP I GAL HEADER GONNEGTI ON TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK ��.,�, s LEDGER STRIP TO BEAM (FACE-NAIL) 5-16d COMMON EACH JOIST � NOTES: JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST , r WIND RESISTANT CONSTRUCT I ON CONNECTORS I. MIN. 1" EMBEDMENT INTO CONCRETE w/ 3" SQUARE WASHERS AND END NUT SETUP; BAND J015T TO JOIST (END-NAIL) 5-I6d COMMON PER J015T GONNECTION LOCATION: PART NUMBER: NOTES: ; 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-19>d COMMON I PER FOOT RIDGE-TO-RAFTERS 6520 ® 21" APPLY TO EACH PAIR OF RAFT :F ERS COTOP TWO COURSES SOLID CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR cv ROOF SHEATHING OR REPLACED BY HOLD DOWN5 FOR 5HEARALLS W RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" STRUCTURAL PANELS: (SEE AL50 GRAPHIC, 8d COMMON b" EDGE /' 12" FIELD RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER PLAN DIAGRAM OF ZONES FROM ENDS AND CORNERS (TWO ® CORNERS) INTE41oR ZOi:: THIS SECTION) 8d COMMON b" EDGE /' 12" FIELD (SEE DIAGRAM TO LEFT) PERIMETER ZONE (4" O.G. ® GABLE PLATE-TO-WALL STUD G520 @ 18" RAKE O. 141 APPLY TO EACH WALL STUD 4. COORDINATE w/ HOEDOWN LOCATIONS GE I L I NG SHEATHING 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 36" APPLY TO EACH WALL STUD HEADER-TO-JIACK STUD 0220 @ 12" APPLY TO EACH JAGK STUD TY� GAL NAIL I NO�STRAFF I NC REOU I RE_MENTS FOR GYPSUM WALLBOA4cD Sd COOLERS 7" EDGE / 10" FIELD GRIPPLE STUD-TO-HEADER H5 APPLY TO EAGH GRIPPLE STUD UFL I FT, SHEAR, LATERAL W IND RES I STANCE WALL SHEATHING . SHEAR. WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END - TYPIGAL NAILING/STRAPPING REQUIREMENTS FOR STRUCTURAL PANELS ad COMMON b" EDGE /' 12" FIELD WRAP UNDER DOUBLE SILL PLATE UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE IST. I-LOOK-UNDER-SILL PLATE 6520 ii GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (USE WITH 3 SQUARE WASHERS) � USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CCONNECTION DI D2ONSTRUCTION. FLOOR SHEATHING (SUBFLOOR) FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 5TRU071URAL PANELS: �„„....•••-„”"'" I" or LESS Sd COMMON 6" EDGE / 12" FIELD to AT 5TUD TO FLOOR ASSEMBLY TO SILL GREATER THAN I" 10d COMMON 6" EDGE / 6" FIELD Z - -r PLATES) CONNECTION: Lu i I FOR STRAP - 5 8 d COMMON NAILS ® EA. U / o END OF STRAP (WRAP STRAP UNDER SILL PL.) DONT I NUOUS BUILT—UP O I RDERS, THREE OR MORE SUFFORTS �� �-- '-/ o FOR EA. PLATE TO 5TUD ABOVE 4 OR BELOW HOEDOWN DETAIL- Q GONNEGTION PATTERN SGHEDULE o _ ____ d COMMON NAILS o BETWEEN I/b ~ FOUNDATION FOR 1 ONE STORY ONLY > CONNECTION s I/4 OFA o � ALTERNATE CONFIGURATION - ABOVE STUD TO DESCRIPTION e a FLOOR CONNECTION w/ # LPT4 51MP50N (OR PATTERN ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER EQUAL) ® PLATFORM TO SILL PLATES A (2)ROWS loci NAILS® 12"O.G. MAX.32" P 51DE BY SIDE ARE CONTINUOUS OVER THREE OR MORE STANDARD/ALTERNATE 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 (3) 2x FULL P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, HEIGHT STUD A) c G (2)ROWS 1/2" m BOLTS• 12"O.G.STAGGERED; DBL.® ENDS TWO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. �p�� �, Q D (2)ROWS 1/2" m BOLTS• 16"0.0. r NAILING: err E (2)Rows 1/2" Q BOLTS• 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51DE Q ►�' BETWEEN I/b W 2-16d GN WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, NAILS ® " O. ('v (2)ROWS S-3/8"TRUSSLGGK SCREWS• 12"O.G. d I/4 OF A F SCREWED ON(1)51DE OrMEMBER OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE G (2)ROWS 3-3/b"TRU55LCGK SCREWS m 16"O.G. r M 15rZLLANEOUS FRAM I NO GRAPH I GS °.,3740" SCREWED ON(1)SIDE OF MEMBER TO BE NAILED FROM EACH 51DE w/ IOd NAILS, TWO NEAR H (2)ROWS 3-3/8"TRU55LCGK SCREWS m 24"O.G. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A (THAT EXCEED FRA'MINO STANDARDS IT IS REQ'D FOR FRAMER TO HAVE A FOF NNS} SCREWED ON(I)SIDE OF'MEMBER DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK (2)ROWS 5"TRU551_001<SGREW5• 12"O.G. THREE-PIECE J 5CREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) (2)ROWS 5"TRU55LOCK SCREWS• 16"O.G. ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING PROJECT: K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ L (2)Rows 5"TRU55LOCK SCREWS 0 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS INA "51MP5oN" 5T 14RJ SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A HORIZONTAL LINE. TOP PLATE C A '� NOTE: FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWG N, AND GANTILEVERED FLOOR INTERSEGTION DETAIL INTERIOR STUD DETAIL N K 1.BEAMS 3 HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/20d NAILS AS SPECIFIED FOR THE THREE-PIECE RENOVATION PLAN SHALL USE GONNEGTION PATTERN 'A'WHEN 8' OR SMALLER STUD d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P GIRDER. UPPER TOP PLATE LAPS SOLE PLATE ONTINUOU5 LOWER 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE 5U5FLOOR TOP PLATE ANCHORING: 1/2 MIN. . OFFSET FASTENERS I/2"FROM ONE SIDE 7'0 THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FROM CORNER NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. ONE #4 REBAR SPECIFIED ON 1070 PINE TREE ROAD TYP. FOUND. NOTE CUTCHOGUE, N.Y. 11935 DRAWING TITLE: JOIST CONSTRUCTION STANDARDS BAND JOIST NAILING & STRAPPING DETAILS BLOCKING STUD DOUBLE PLATE JOIST SHALL BE LOCATED DIRECTLY OVER STUDS, UNLESS TOP PLATE 15 PAGE: DESIGNED TO CARRY THE LOAD G-003 DATE: 02/07/20 3 OF 6 0E I EF.AL 5"%r��50L E %r : Q EXISTING TO BE D3.MOL15HED NEW WOOD FRAME (L.G. W FW- - 5TL. WHEN APPLICABLE) LLJ J = N � � EXISTING TO REMAIN NEW PARTIAL HEIGHT 'N I WOOD FRAME (L.G. STL. EXIST. WOOD NEW FOUNDATION 1NALL WHEN APPLICABLE) DECK � W � � �� DEMOLITION NOTE: OJ II.— Z GONTRAGTOR TO PROVIDE —J V i�f SHORING PRIOR TO REMOVING ANY BEARING WALLS EX157. WINDOW 8 EXIST. PORTION 0 J PORTION OF EXTERIOR EXIST. WINDOW TO OF WALL TO BE WALL TO BE REMOVED BE REMOVED REMOVED FOR NEW WINDOW >_ N O Z 'O 0 r. ------- -- -- --7---- ------ _-- ----- = N co O -- -- ---__ I I — —� I REFI I Z II cl ® 11 Q �-_— C= EXIST. DOOR & PORTION f W OF WALL TO BE I EXIST. Li J REMOVED FOR NEW . --- KITCHEN J_ 00 POCKET DOOR (::):U i ���`J > EXIST. EXIST. I�� I� DEMOLITION NOTE: EXIST. DINING I I Z BATHROOM BATHROOM I\������ ALL EXISTING KITGHEN EXIST. J EXIST. --- ELEMENTS TO BE REMOVED. ROOM DEN z "0� MASTER i __ EXIST. WINDOW BEDROOM EXIST. CLOSET DOORS I r —H I I m Q Z TO BE TO BE REMOVED / 0 1 EXIST. PORTION I 1 L J REMOVED II �` 0 J OF WALL TO EP LJ. i _ r------- II W I III I I p I I I I REMOVED II ° EXIST, 1 I I I 0 Q ,, IN — —� �L-------- -- r'I J O 1 II � I W FJI ' � _ . EXIST. PORTION II / EXIST. WALLS TO BE QST. V OF WALL TO BE II X15T. DOOR d 1 REMOVED W REMOVED FOR II �� PORTION OF I �-- NEW DOOR WALL TO BE REMOVED I I U I J DEMOLITION NOTE: ., 1 EXISTING GEILINO IN KITGHEN AND Q EXIST. L� LIVING ROOM TO BE REMOVED GL. FOR NEW TRAY CEILING EXIST. ` FIREPLACE-\ EX15T. EXIST. ' BEDROOM GL. f EXIST. EXIST. WINDOWS $ FRONT BEDROOM ENTRY DOOR TO BE �I— \ REMOVED AND I( � RELOCATED EXIST. II II CL. I I� I_____________ — -------- ----- ------�— �- --------- EXIST. I GARAGE I I EXIST. CONCRETE STOOP EXIST. WALL TO BE I TO BE REMOVED REMOVED I I L------------- ------ ---------------------- DEMOLITION NOTE: GONTRAGTOR TO PROVIDE SHORING PRIOR TO REMOVING ANY BEARING WALLS FROFOSEO DEMOL 1 T I ON PLAN SCALE: 1/4" = 1'-0" LINE OF M. CLOSET ABOVE NEW WINDOW d DOOR GALLED OUT ARE ANDERSEN 400 SERIES; NEW WINDOW DOOR SHALL MATCH EXISTING; FOUNDATION PLAN NOTES INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING $ STRAPPING DETAILS. Y�11NDOy�I 4,,OtU ' - H,?tZT OI TYPICAL P. GONG. CONT. FTG. 8 WALL NEW FLOOR JOISTS FOR z CONSTRUCTION: EGRESS MASTER CLOSET TO BE • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD WINDOW/ ROUGH"©PEKING WINDOW DIMENSION CLEAR r CANTILEVERED OVER d SILL SEAL OPENING • ANCHOR BOLTS A5 PER PAGE 6-003 DOOR TYPE MODEL # WIDTH REO'D: 20 - EXIST. FOUNDATION WALL d ?Qj dJ O/515TERED TO EXISTING UP. GONG. FOUND. WALL AS PER DETAIL UPON GALL-OUT HEIGHT REQ'D:24" X= FLOOR JOISTS;PROVIDEREMOVE EXIST. _P. GONG. FOOTING A5 PER DET,gIL UPON WIPTH " Ht=16HT WIDTH HEIGHT OPEN REQ'D: 5.'i S.F. MARINE GRADE PLYWOOD WINDOW d REPLACE ® BELOW CANT. F.J. V ui • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR W/ NEW EGRESS ul 'z H EXIST. IN M. z ? x 0 • S.O. GRADE BEAM 3'-0' BELOW GRADE MIN. A DOUBLE-HUNG ``.EXIST.. EXIST. EXIST. EXI5T. DOUBLE HUNG Q • 1/2" EXPANSION JOINT ® PERIME:TER OF SLAB (WHEN BED x APPLICABLE) B DOUBLE-HUNG TW24210 2'-b" 3`-G7, 2'-5 " 3'-O " N • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / _ 5TOOP5 (WHEN APPLICABLE) - X G DOUBLE-HUNG TW210410 -3'-O " 5'-0 2'-II 5'-O " 5.81 S.F. • MASON TO ACCOUNT FOR FINi51� STONE ON THIN SET �;.","`" ` � � $ FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) -- 3 4 EXISTING Li BASEMENT EGRESS WINDOW WELL: 4-Oy2 O PROVIDE NEW EGRESS WINDOW WELL BY "ROCKWELL; t ELITE SERIES" bUMN b"W.X60"H. OR EQUIVALENT. INSTALL AS EXIST. 3( STEEL ,t�R D Ap'C,�4 — COL (TYP) p PER MAN. SPECS. � eZ: �.�• —�— BETWEEN THESE TWO EXIST. (3) 2"X10" HEADER BETWEEN THESE W WINDOW NOTE: !ry COL. ADD 9.5 LVL COL. ADD 9.5 L O I. ALL NEW WINDOWS B DOORS SHALL MATCH EXI5TIN6; INSTALL AS PER MANU. SPEC.'S. FOR t _� l SUBSTITUTIONS, SEE NOTE #11 IN "CLASS WINDOWS 370 Q� AND DOORS" ON PACE 6-002 r 2.IF DOUBLE HUNG - ALL DBL. HUN'.6 WNDW5 TO BE s 0 �J c TILT WASH IN, 1� 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. 0� EORE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING dJ v CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF X 0 PROJECT: ECRES5 SHALL BE FOLLOWED: NET CLEAR OPENINO........... 51 S.F. E R N I C K NET CLEAR HEIGHT............... 24" MINIMUM �j NET CLEAR WIDTH................. 20" MINIMUM � RENOVATION WINDOW/ DOOR FRAMING: V OSEE PAGE 6-003 FOR FRAMING d) O ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. �)_ (2) 2"x8" HDR. U.O.N 3 Lu 1070 PINE TREE ROAD HOLDOWN: OHOLDOWN AS PER DETAIL PAGE 6.003 f CUTCHOGUE, N.Y. 11935 O / EXISTING SLAB TYPICAL LEDGER BOARD ® EXT. PECK: I I !!!/// ON GRADE DRAWING TITLE: I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS ® Ib" O.C• 5 in I L - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - PROPOSED DEMOLITION PLAN 3. INSTALL H.D. CALV. JOIST HANGERS BY 'SIMP50N' (OR EQUAL) PROPOSED FOUNDATION PLAN 4. PROVIDE FLASHING TUCKED UNDERNEATH - - - - - - BENT OVER TOP 5. BEE NOTED DETAILFLDGE OF LEDGER $D. 0 - Q PAGE: _T,_8„ X O ry a A-100 d < w z � FROFOSED FOUNDATION FLAN DATE: 02/07/20 4 OF 6 SCALE: 1/4" = 1'-0" Q O N EXISTING TO BE DEMOLISHED �^� NEW WOOD FRAME (L.G. "- 5TL. WHEN APPLICABLE) J N EXISTING TO REMAIN NEW PARTIAL HEIGHT � N WOOD FRAME (L.G. GTL. Q NEW FOUNDATION WALL WHEN APPLICABLE) LuO J � Z F- = ZN 0 ~ J Lo Lo 0 NEW WINDOW 4 DOOR GALLED OUT ARE ANDERSEN 400 SERIES; NEW WINDOW 8 DOOR SHALL MATCH EXISTING; a N FOUNDATION PLAN NOTES INSTALL AS PER MANU. SPEC.'s. SEE PAGE "A-200" FOR NAILING 4 STRAPPING DETAILS. O vi Z oit N ;WINDC)W MR CHART O O TYPICAL P. GONG. CONT. FTG. 8 WESS ALL N m O o�O EGR CONSTRUCTION. Q • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD WINDOW/ -, `ROUGHOPENINS WINDOW DIMENSION CLEAR z d SILL SEAL DOOR TYPE MODEL # OPENING Q • ANCHOR BOLTS AS PER PAGE 0-003 WIDTH REG2'D: 20 uj • P. GONG. FOUND. WALL AS PER DETAIL UPON GALL-OUT "`" HEIGHT REa'D:24" • P. GONG. FOOTING AS PER DETAIL UPON WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.'7 S.F. LJJ _I 00 • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR EXIST. IN M. Z • B.O. GRADE BEAM 5'-0" BELOW GRADE MIN. A DOUBLE-HUNG BED EXIST"', EXIST.', EXIST. EXIST. • 1/2" EXPAN51ON JOINT ® PERIMETER OF SLAB (WHEN � O APPLICABLE) B -IFDOUBLE-HUNG TW24210 '-b ";:; 5`-0 ";: 2'-5 3'-O �" Y • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / STOOPS (WHEN APPLICABLE) }_ n rr.": " " Z >• 4 • MASON TO ACCOUNT FOR FINISFf STONE ON THIN SET G DOUBLE-HUNG TW210410 O -O" ,. 2-I I 5-O 5.81 S.F. FOR HEISHT OF WALL $ SLAB (1^IHEN APPLICABLE) v NATURAL LIGHT ff Q Z c'I d VENTILATIONL W CD � FLOOR AREA 137 S.F. Lo _ EGRESS WINDOW WELL: Lo 2 O PROVIDE NEW EGRESS WINDOW WELL BY "ROCKWELL; % REQ. S.F. ELITE SERIES" bb"W.X60"H. OR EQUIVALENT. INSTALL A5 � PROV. EXIST. WOOD r'I J O PER MAN. SPECS. (k LIGHTING;MIN. a% DECK Q A OF FLOOR AREA 11.0 S.F. 15.5 S.F. D uj WINDOW NOTE: I fJ p VENTILATION;MIN. N>uj O I. ALL NEW WINDOW5 & DOORS SHALL MATCH O 4% OF FLOOR 5.5 S.F. 15.0 S.F. O EXISTING; INSTALL AS PER MANLI, SPEC.'S. FOR O AREA O SUBSTITUTIONS, SEE NOTE #q IN ''GLASS WINDOWS LLI AND DOORS" ON PAGE 0-002 2.IF DOUBLE HUNG - ALL DBL. HUNS WNDW5 TO BE 60-I I TILT WASH 14-II' 20-5 C.1 J 3. ALL GLAZING WITHIN Ib' OF FF TO BE TEMP. SL. NEW 2X6 25-Q NEW R-50C BATT 51LL PLATE EGRESS NOTE: INSULATION I - IN COMPLIANCE WITH NEW YORK STATE BUILDING BETWEEN CAVITIES O B CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF NEW 2"Xa" P.T. RIM JOIST NEW EXIST. EXIST. 2) 2"x O" HDR. EXIST. _a EGRESS SHALL BE FOLLOWED: .p NEW (2) 2"x6" P.T. SILL PLATES , MASTER CLOSET NET CLEAR OFENINO........... 5."1 S.F. PON SILL SEAL UPON - m (2) 2"x5" HDR. 50 S.F. (2) 2"x5" HDR. . EXIST. 3'-O" BARN 5'-O" BARN = NET CLEAR HEIGHT............... 24" MINIMUM COPPER TERMITE SHIELD DOOR DOOR O O ® Oo I . O NET CLEAR WIDTH................. 20" MINIMUM WINDOW/ DOOR FRAMING: NEW 5/8" HOOKED SEE PAGE G-005 FOR FRAMING NEW F.J. AS is ANCHOR BOLTS ® 39' O.G. 3-O ?'-II" 3'-O' 0. 2'-3y2" .k-3'-IjY2" i OPER PLAN '. w/ 3" SQUARE WASHER d I � ELEMENTS AROUND DOORS AND - z ENDNUT EXTEND WALL I 0 - i a ' WINDOWS (TYP. FOR ALL) U.O.N. I TO EXIST. R.R. O 0 - - O - - - - - - - i - - - - - O - - - - - O Q (2) 2'x8" HDR. U.O.N I I".° GRADEEXIST. EXIST. - - HOLDOWN: .I( .• ' BATHROOM BATHROOM ' tl LINE OF NEW � O HOLDOWN A5 PER DETAIL PAGE f1� A - I 3 I -113 NEROOMNG G-003 #5 VERTICAL Il'• EXIST. TRAY CEILING I 150 S.F. x uu REBAR 60" O.G. 11` MASTER BEDROOM 3 2 TYPICAL LEDGER BOARD a EXT. DECK: '11 r 2 3 a s ' (2) #5 HOR. CONT. I, 13'1 S.F. O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS REBAR TOP AND �. .II I 2Qxb� NEW ; MODIFIED ' 2. SECURED w/ (2) 5/5" 0 x 5" LONG H.D. GAL. LAG BOTTOM OF WALL GL• II: - _ ox c KITCHEN BOLTS ® Ib" O.G. NEW 2" POURED GONG. 11 ` ® u� 5. INSTALL H.D. GALV. J015T HANGERS BY '51MP5ON' i0R SLAB II =ry i R 250 S.F. i `r I LU Qr N 4. PROVIDE FLASHING TUCKED U'VDERNEATH 51DINS d _ - _ lL Q m a m NEW - in MDFD. 30 �t O w BENT OVER TOP EDGE OF LEDGER BD. PANT. 5. SEE NOTED DETAIL e J1 p a �' S� 3'-5y2" 2'-2" 2'-O" MAL 1 6 ML POLY r-o----=p-_--�=� O I EXIST. TRPL. POST (5) 16" FLUSH LVL HDR. DN• EXIST. MOISTURE RETARDER `� x = (POST TO RIDGE) 4" GRAVEL BA5E- p b A 2 3 N 2 3 m TRPL. P05T EXIST. PROV.ICLEAN " 1N. m w COMPAI T FILL-� EX15T. N GL. w X �cV NEW ORANLSFACZ DETAIL EXIST. EXIST. MODIFIED ROOM m r BEDROOM GL 350 S.F. SCALE: 3/4 I -O EXIST. EXIST. BEDROOM p LINE OF NEW TRAY CEILING EXIST. EXTERIOR SHEATHING AS FIREPLACE N EXI5T. PER SECTION NOTES CL w SIDING MATERIAL AS EXIST- Cl- :2 XIST. fPER SECTION NOTES BUILDING PAPER $ HOUSE WRAP 2 5 U TO FULLY OVERLAP FLASHING EXIST. EXIST. EXIST. EXIST. EXIST. GARAGE FRONT ENTRY WINDOW uj GAP FOR - O DOOR RELOCATED RELOCATED TO DRAINAGE 5/4"xb" P.T. DECKING I �' m TO NEW WALL NEW WALL p N.O.N. ON PLAN/ D m T ! I 3 (2) 9.5" LVL HDR. "Z" FLA5HING SECTION/DETAILS) r - —' - - '— o 'v O � y:2 gr_5y2rr FLASHING O' 23'-2" DRIP EDGE m NEW WOOD P.T. DECK JOIST -_ COUNTER AS PER PLAN STOOP FLED Apc JOISTS A5 PER PLAN FASTENED w/(2) FLASHING I O� M.O 5/5" 4) x 5" LONG HEAVY DUTY SAL. 5 LAG BOLTS ® I6" O.G. INTO MUD SILL 3 - ' RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. JOIST HANGER 8'-O" �-'� BY '51MPSON' (OR EQUAL) ® w/(2) 5/8"0 x 5" LONG APPROVED r z+# EA. J015T MASONRY ANCHORS ® Ib" O.G. D r ' "Z" FLASHING N EXIST. FOUNDATION WALL O 74 Ori c) 23'-2" 2 LDDC Ei�' OONNEGT I ON DETA I L �'fit0F05E17 FIRST FLOOi� PLAN SCALE: I - I o PROJECT: TOTAL S.F. = 1 ,80 SCALE: I/4" = 1'-0" JERNICK NOTE: RENOVATION ALL DECKING SHALL BE FASTENED NEW DECK w/ COATED DECKING 5GREW5 BY 5/4"x REG'D "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER BOARDS AS NOTED ON P.T. DECK J015TS AS 5/4"xb" P.T. PLANS NOTED ON PLANS 1070 PINE TREE ROAD 4" THK. x 5" WIDE x DECK BOARDS CUTCHOGUE, N.Y. 11935 WIDTH OF STAIR P. GONG. PAD i"NosiNs Cr�'P) ° - - -- ---- - DRAWING TITLE: 2 xb P.T. BLOCK IN BETWEEN EA. Ii" 2 x BLOCKING a EA. PROPOSED FIRST FLOOR PLAN STRINGER. FASTENED TO P. GONG. 'I`�(io"MIN TRINGER TO MATCH SIZE PAD w/ Iii/64" x 5-1/2" CONCRETE II OF P.T. DECK JOISTS DETAILS 5CREWS BY "CALIBURN" (OR EQUAL) - MIN. (3) SCREWS PER BLOCK FASTEN STRINGER Q x TO BLOCKING (MIN. b GRADE FASTENERS) I+� GRADE 2"x12" P.T. STRINGERS PAGE: a 16" O.G. (MIN. 3 STRINGERS a EA. A-101 STAIRWAY) EXTERIOR WOOD STAIR DF-TA I L. A-101 50ALE: 5/4" = 1'-0" DATE: 02/07/20 5 OF 6 EXTERIOR ELEVATION NOTE: 5EGTION NOTES Q 0 HATCHED AREA INDICATES NEW WORK EW ROOFING NOTE: 011,11 (DTYPICAL ROOF GEILINC� CONSTRUCTION: LLj • NEW ROOFING AS NOTED 0 W N W F" • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL CN I. NEW ROOFING TO MATCH EXI5TINC PLYWD SEAMS) J (1r) 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO • R.R., G.J., 6 G.T. AS NOTED ON PLANS (® SPANS N 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 8' INSTALL "X" BRIDGING ® CENTER OF OVER 3.INSTALL 15 # BUILDING FELT (U.O.N) OVERER . MIN. OF R-49 SPRAY FOAM INSULATION W SPAN, U.O.N) W 4.1/2" GDX PLYWOOD 5HEATHIN5 (BLOCK ALL SEAMS) 0 Ix 5. GAP SHINGLE OVER RIDGE b HIPS (AS REa'D) TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: J F- Z 6.PROVIDE RIDGE VENT (AS REQ'D) O 7. FLASH ALL VALLEYS • UPON "TYVEK" HOUSE WRAP (OR EQUAL) P: = Z (V e>.INSTALL DRIP 2 9. INSTALL ALL NU5PEC.'s ALL PLYWD SEAMS) SHEATHING (BLOCKING ® 0 J L ASPER MALo • 2"x6" STUDS ® 16" O.G. W DBL. TOP PLATE a Lo �c Cfl • MIN. R-I3 CAVITY INSULATION W/R-5 CONTINUOUS N 0 INSULATION z O 0 ~ • 5/8" 6YP5UM BD. WALL FINISH 0 N m 0 ONEW SIDING NOTE (TYP.): _ 3 I. INSTALL NEW 5IDIN6 TO MATCH EXISTING 2."TYVEK" HOUSE WRAP (OR EQUAL) Z Q 5.INSTALL ALL AS PER MANU. 5PEG.'s Q 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION W 5. SIDING SHALL EXTEND TO TOP OF ,J FOUNDATION WALL _J 00 PROVIDE NEW ROOF > 0 COVER OVER NEW O4 TYPICAL P. GONG. FTC. 8 WALL CONSTRUCTION: J V-I (o ADDITION • (2) 2"x6" P.T. SILL PLATES W COPPER TERMITE 0 SHIELD +f SILL SEAL � Z N • ANCHOR BOLTS AS PER PAGE G-003 - • P. GONG. FOUND. WALL AS PER DETAIL UPON PACE A-500 NN • P. GONG. FOOTING AS PER DETAIL UPON PAGE A-500 � • B.O. FTG. 3-0" BELOW GRADE MIN. _.. ..._.._.! ..... _ - _ ri ASPHALTIC TO EXTERIOR � _ LO • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 0 O APPLICABLE) I • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / L� STOOPS (WHEN APPLICABLE) W ° MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) F y ' U W O NEW R-50 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-50 V 1 5 AS PER TABLE 402.1.2) = J U J Q FROPOSED NC)RTH ELEVATION (FRONT) �. :.: SCALE: 1/4" = I'-O" Ao EXIST. ROOF TO - x REMAIN EXIST. " NEW G.J. AS ATTIC PER PLAN EXIST. G J. �' dJ w PROVIDE NEW ROOF COVER OVER NEW ADDITION NEW NEW EXIST. EXIST. AS GANI ERED F.J. M. CL. BEDROO BEDROOM AS PER PLAN EXIST. F.J. � 5 INSULATE R-30 AND AIR SEAL AREA BELOW =_ ADDITION. PROVIDE " i MARINE GRADtu XE PLYWOOD x TO BOTTOM OF JOIST TO CLOSE ADDITION;SEAL ALL EDGES OF PLYWOOD EXIST. BASEMENT SECTION A/A-200 IIII _ IIII I -_ - I I SCALE: I/4" = I'-O" z 0. o IIII 7III t o O IIII r i d I U �=JJ L — - - - L _ F.F. J W FROPOSED EAST ELEVATION (LEFT SCE)E) NEW RIDGE HEIGHT NEW UPSET EL SCALE: 1/4" = 1'-0" EV. +15. 1, ------------- HEADER AS PER PLAN D At? EXIST. EXIST. ROOF TO ATTIC REMAIN NEN C.J. AS PER PLAN _ Z - rhe O 4 EXTEND FINISHED , ,,...- - — M s fT—c✓ BRICK TO NEW CEILING HEIGHT; �` 740'J �0 MATCH EXISTING FOF N�vv 2 - o o PROJECT: ;zt �> 3 JERNICK MODIFIED MODIFIED 5 NEW F.J. A5 RENOVATION EXISTING_ FIRST FL_OOR__ KITCHEN LIVING ROOM PER PLAN ELEV. +2.3' EXIST. F.J. I AVERAGE GRADE NEW 1070 PINE TREE ROAD EV—++0.5 --'--- GRAw,-- - CUTCHOGUE N.Y. 11935 O 5PAGE O in d)i ' X DRAWING TITLE: .0 UJ 4 EXTERIOR ELEVATIONS F.F. EXIST. BUILDING SECTIONS BASEMENT 0 - 0 SECTION E3/A-200 F OFCSF_D SOUTH ELEVATION (REAR) SCALE: 1/4" = i'-O" PAGE: SCALE: 1/4" = I'-O" mm2oo DATE: 02/07/20 6 OF 6