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Home My WebLink About42280-Z ��o��ufFDd,��aG Town of Southold 8/28/2018 P.O.Box 1179 53095 Main Rd o4A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39869 Date: 8/28/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 405 Birch Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-1-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2017 pursuant to which Building Permit No. 42280 dated 1/3/2018 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 ALTERATONS INCLUDING REAR LANDING AND "AS BUILT"FINISHED BASEMENT WITH BATHROOM IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Smith,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42280 08-03-2018 PLUMBERS CERTIFICATION DATED 08-22-2018 Mat w Ferrera u o ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py . SOUTHOLD, NY �Ol � dao 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#: 42280 Date: 1/3/2018 Permission is hereby granted to: Smith, Jonathan 2753 Broadway Apt 234 New York, NY 10025 To: construct additions and alterations and to legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 405 Birch Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-28 Pursuant to application dated 12/14/2017 and approved by the Building Inspector. To expire on 7/5/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $634.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $756.00 CO -ADDITION TO DWELLING $50.00 Total: $1,440.00 B ' di nspector 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00,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. December 14th New Construction: Old or Pre-existing Building: �/ (check one) Location of Property: 405 Birch Lane Cutchogue House No. Street Hamlet Owner or Owners of Property: Doris Garcia and Jonathan Smith Suffolk County Tax Map No 1000, Section 83 Block 1 Lot 28 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ pplicant Signature pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o roger.richert((�town.Southold.ny.us �yUou ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Jonathan Smith Address: 405 Birch Ln City: Cutchogue St: New York Zip: 11935 Building Permit#. 42280 Section 83 Block: 1 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 58 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 13 Smoke Detectors 4 Main Panel A/C Condenser 1 , Single Recpt Recessed Fixtures 49 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 52 Twist Lock Exit Fixtures f� TVSS Other Equipment: 4-paddle fans, 3-bath fans, range hood, gas cook top, wall oven, 8-ARC fault circu breakers,8-combination AFCI/GFCI circuit breakers Notes Inspector Signature: Date: August 3 2018 81-Cert Electrical Compliance Form(1).xls pF SO!/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • ao roger.richerta-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jonathan Smith Address: 405 Birch Ln City: Cutchogue St: New York Zip: 11935 Budding Permit* 42280 Section: 83 Block- 1 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 11 Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment. "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS" Notes* 1-bath fan Inspector Signature: Date: August 3 2018 81-Cert Electrical Compliance Form.xls Town[fail AjAnex Telephone(631)765-1802 5437-5 Main Road P,0-Box 1179 Fax(G3 a)765-9502 .Sauthold,NY 11071-()95,9 BUILDING DEPARTMENT TOMW OF SOUTHOLD AUG 24 2018 TO-NTr.VI e�� RnLD CERTIFICATION Date. Building Permit No. Owner. (Pleaseprint) Plumber: (-'lease print) lead. I Certify that the sol&r used in the water supply system-contains less than 2/10 of I% SWOM to before me this (Plumbei-s Signature) clay of,-. 20h— LY Notary Public, 6w( County, sky Pula at 4 t 4 50Ulyo� a # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION [ ] FOUNDATION IST [ ] 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 REMARKS: DATE l INSPECTOR �Ivv� OF Sollp,� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ R UGH PLBG. [ ] UNDATION 2ND [ INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] FLECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: 6!mms V ALA26A &WL6VVA DATE INSPECTOR �yv�o v oe souryO� * # TOWN OF SOUTHOLD BUILDING DEPT. MUM, 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATIONa �� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: nk VA/& ,6 s • W. - w oky-/. �L DO woe - 6. k 4, v Coli I tic-+t4y Ref.- J�r �t i av6NAV' t�m4 - & � q og Of f), DATE 3 INSPECTOR oF soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] 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 REMARKS: DATE l � INSPECTOR I SOF SOUjy # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 J� / v'S DATE Ss INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: August 9, 2018 To: Southold Town Building Dept. Re: Inspection Garcia/Smith 405 Birch Ave. Cutchogue, NY 11935 Permit#42280 To Whom It May Concern: This letter certifies that an inspection was performed on the above mentioned structure and the basement wall insulation is installed as per plan and meet all state and local codes. Also the existing basement bathroom plumbing was installed correctly. Any questions feel free to call. OF NEW Y DEEPjfo S cere C)/ G am ly, {` e J Deerkoski P.E. 2 w � �Fa �0. o7Zy° ARoFEW��P D , D e AUG 1 3 2018 BUILDVG,DEPT. • ' • • COMMENTS FOUNDATION ------------- FOUNDATION (2ND) - Z-7"S Iaal _701 ► i INSULATION PER N.Y-. STATE ENERGY H®«cam -� �� rte► � ��, -. . , w PTIM 1 ADDITIONAL COMMENTSMN — m"04119-W, Of gad rSN4 � �� •� �- • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL a--- 'I; Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C_ Trustees C.O.Application Flood Permit Examined 20D Single& Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 Phone- (631)504-8842 Expiration 20 Ming I spector LICATION FOR BUILDING PERMIT DEC 1 4 2017 Date December 14th , 20 17 INSTRUCTIONS BUILDING ISE . a. ThiT4VXdUMQVW%&mplete1y filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or 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 oT applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Doris Garcia and Jonathan Smith (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 405 Birch Lane Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 83 Block 1 Lot 28 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential Same with replaced wandows and new sliding glass door Remove intenor pamhons and closets Add new kitchen cabinets and counter tops Add newfimshed flooring Replace existing plumbing fodures Convert bedroom to master bathroom and closet Replace garage doors and add window in garage Replace cedar single siding as needed Add reverse gable roof with open ceiling over kitchen and Wing room Add egress wendows to finished basement.Remove existing wood b. Intended use and occupancy deck and replace with Bluestone pauo New HVAC system 3. Nature of work(check which applicable): New Building Addition V Alteration V Repair V/ Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 88.6' Rear 88.6' Depth 28.6' Height 16' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 88.6' Rear 88.6' J Depth 28.6' Height 16' Number of Stories 1 _ 8. Dimensions of entire new construction: Front 88.6' Rear 88.6' Depth 28.6' Height 16' _ Number of Stories 1 9. Size of lot: Front 98 Rear 280.4' Depth 140.69' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Medium density residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NOS/ Doris Garcia 405 Birch Lan 14.Names of Owner of premises Jonathan Smith Address Cutchogue NY 11935 Phone No. (646)554-4866 Name of Architect Address Phone No 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 y/ * 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_� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Robert Wilson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant Scott A,® Russell ,��°S1111Q'r S]F01KMWA\T]E1k SUPERVISORa � I��l[A\lam A\GIEM]EN'7C' SOUTHOLDTOWN HALL-P.O.Box 1179 O � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'IMS PRO= INVOLVE ANY OF = FOLLOWING: Yes No (CHECK ALL THAT APPL17 ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E113 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square f eek or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form-to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor.Other) S.C.T.M. 1000 Date, District NAME- Robert Wis n 83 1 28 12/14/2017 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information. (631)504-8842 Reviewed By: Date: — — Property Address/Location of Construction Work: — — — — — — — — 405 Birch Lane Approved for processing Building Permit. Stormwater Management Control Plan Not Required. CutChogue NY 11935 Storm,,vater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) i FORM # SMCP-TOS MAY 2014 S�,�ryo <o Town Hall Annex Telephone(631)765-gnVus11802 54375 Main Road richlholtl P.O.Box 1179 Q roger ertdo'(II SOu5 Southold,NY 11971-0959 s BUTit,DING DEPARTNIEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Owner Date:December 14th 2017 Company Name: Name: License No.: Address: Phone No.. JOBSITE INFORMATION: (*Indicates required information) *Name: Doris Garcia and Jonathan Smith *Address: 405 Birch Lane Cutchogue NY 11935 *Cross Street: Duck Pond Rd *Phone No.: (631)504-8842 Permit No.: Tax-Map District: 1000 Section: 83 Block: Lot: 28 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) New reverse gable.-Interior renovation including changes to interior partitions. (Please Circle All That Apply) *Is job ready for inspection: YESM NO Rough in Final *Do"you need a Temp Certificate: YES! NO Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Q\�� Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form / I Town Hail Annexyr,,. Telephone(631-1802 54375 Main Road -� Fax(631)734-9502 P_ O. Box 1179 � Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF•TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOO[) CQNSTRUCTION ANDIOR TIMBER C04STRUCTION Date: December 14th 2017 Owner_ Doris Garcia and Jonathan Srnith Location of Property- 405 Birch Lane.Cutchogue•Ny 11935 Please take notice that the (check applicable line): New'residential structure Addition to existing residential sin acro :3 Rehabilitation to an existing residential stricture to be constructed.•or perfom�ed at the �cbject propei#y t ler race above will utilize, ,. . ;. (check applicable line) Truss type construction (TT) Pre-engineered wood construction{P1N} = t Timber construction (TC), ' in the following iodation(s)(check applicable fine): Floor framing, including girders and beams (F) 1 Roof framing (R) Floor and roof framing'(FR) Signature: Name.(person submitting this form): ' Robert Wilson Capacity(-c-heck. line): Owner Owner representative fi TrussResRegl5.docx EffecOve 111!2015 V � ✓ REScheck Software Version 4.6.4 Compliance Certificate Project Garcia/Smith Residence Energy Code: 2009 IECC Location: Southold, New York Construction Type: Single-family JAN 3 2018 F Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 2% ;;J 1- ;iF;a r _' ,-1, Climate Zone: 4 (5572 HDD) TOWN OF S(yUIELOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 405 Birch Lane Robert Wilson Joan Chambers Cutchogue,NY 11935 Press Start Permits Press Start Permits PO Box 49 PO Box 49 Southold, NY 11971 Southold NY, NY 11971 (631)504-8842 (631)294-4241 Conn. • • UA iradezbff Compliance: 13.2%Better Than Code Maximum UA: 114 Your UA: 99 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 Cavity Cont. Assembly or U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 929 30.0 2.5 0.032 30 Wall 1:Wood Frame, 16" o.c. 926 15.0 1.5 0.068 60 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.310 2 Window 1 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.310 2 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.310 1 Wid'ow 3 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.310 1 Poor 1:Solid 19 0.160 3 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application. a osed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.6.4 and to comply with the man atory re irements listed in the REScheck Inspection Checklist. 11 Name-Title Sign re Date pF NEW 1- �4�g D E ER�o _r W w Project Title: Garcia/Smith ResidencF No Q72 �, Report date: 12/27/17 Data filename: C:\Users\QDust\Docum ES mit .rck Pagel of 1 C - s !L' A (?�s- -BlFZet+ CUTCH G-U Iv SPLI T-SYSTLMVAITSUBISHICONFORMS To ELECTRIC t H EA'T PUMP ANSPUL STD, 9 -0 995 MODEL MSZ-GL06,NA c Vs CERTIFIED TO SERVICE REF. MSZ-��L06NA_ U�. 6, OAft�/SSA STD. VOLTS PHASE Hz G2�. Z NO. 23S UNIT SUPPLY 208/230 _1 60 1 Intertek MAX. VOLTAGE 253 MIN. VOLTAGE 187 4007805 DISCONNECT,SWITCH 15A MIN. GKT AMPACITY 1.0.- - APPROVED .0,_ -/APPROVED FOR HACR BREAKERS ORTIME DELAY FUSES. F. L. A. VVOUTPU FAN MOTOR 0.76 30 tk REFRIGERANT R410A DESIGN PRESSURE 60.1 PSIG rip * THIS UNIT IS INTENDED ONLY FOR FREE-AIR DISCHARGE. >PET< WEIGHT 22 LBS. SERIAL NO. 77E49677 �E Z';� nifaDE rn�-nnEXrCo� - C COQ 141 DWG. ,NO. SG79V994H07 ` SPLIT-SYSTEM CONFORMS TO WTSUSISH11 H EAT PUM-P ANSI/UL STD. 1995 E.LECTRI-C CERTIFIED TO 'MODEL MSZ-GLI 5NA CANICSA STD. S To 1995- To TD SERVICE REF. MSZ-GL1 5NA- �j -i VOLTS PHASE Hz Intertek C22. 2 -NO. 236 UNIT SUPPLY 2081230 1 60 MAX. VOLTAGE 253 MIN. VOLTAGE 187 4007805 DISCONNECT SWITCH 15A MIN- CKTAMPACITY 1.0 APPROVEDFOR HACR BREAKERS OR TIME DELAY FUSES. F. L. A. W (OUTPUT) FAN-MOTOR 0.76 30 REFRIGERANT R410A DESIGN PRESSURE 601- PSIG -THIS UNIT IS ,INTENDED ONLY FOR FREE-AIR DISCHARGE. WEIGHT 22 LBS. SERIAL NO. 83E35644 MADE IN WXIC0 IT TION' DWG, NO SG79V9 -H ELECTRICCORPORA 94HO4 MT%ffilm TEM _ 'HEA _ �r C(JNFC�Ri1�j e ' H�A� M iu ANS-r/UL ST. - •MSZ-GL®6NA �• _ - - ,U� CERTIFIED�� - CAIV/CS�4 S SERVICER-tF. MSZ-GLOCNA- U, C22. 2 NO. 2 VOLTS PHASE Hi �.� ��" �( UNIT SUPPLY 205/230 1 60 te MAY,VOLTAGE 253 MIN. VOLTAGE 187, _ 4007805 DISCONNECT SWITCH 1.5A MIN. CKT AMPACITY1-.0..:.. - APPROVED FOR HACK BREAKERS OR TIME DELAY FUSES. ' F. L. A. W (OUTPUT) FAWMOT•OR0.r. 30 'REFRIGERANT R410A ,DESIGN PRESSURE 60.9 PSIG THIS UNIT IS INTENDED ONLY FORFREE-AIR DISCHARGE. >,PET< 1N-EIGHT 2 LBS. SERIAL NO. 81E62033 MADE (N MEXICO i .s MIT sc I ml Mi l' +c , c-oRP�,Mlr N DWG. NO. SG79V994H01 r °_ T S da GARCIA/SMITH RESIDENCE 405 BIRCH LANE CUTCHOGUE N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-83- 1 -28 UTILITY EXIST. ZONE R-40 .3 3 ACRES DRYER WASHER SINKVREAR W C. EXPAND EXIST. CLOS�IIREPLACE SINK W/ LINE W/CEDARI ( EXIST.CLOSETPROPOSED: FUEL TANK DOG WASH REMOTITIOREMOVE CLOS WALL REPLACE EXIST. WINDOWS W/ NEW. ADD NEW SLID. GL. DR. STATION ( EXISx LAVI �& DOORREPLACE EXIST. WASHER & DRYER �,� REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. SEE SPECS BY OWNER W m 1-K ' CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. 43d D AS I�'OTED +6 +� ,J ti /� �' REPLACE EXIST. PLUMBING FIXTURES. CONVERT BEDRM. TO DATE: B.P. # �� j v �� bu' / �+ Q MASTER BATHROOM & CLOSET. REPLACE GARAGE DOORS. ° ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS FEE: 2 / ,� wBY. NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING NOTIa- tl^a w"et 1uPOS . t6 ` STORAGE SPACE ¢DEPARTMENT AT . �,• (J X� o OVER KITCHEN AND LIVING ROOM. ADD EGRESS WINDOWS 765-1802 8 A TO 4 P FOR THE i;°;`'f° C�'+D" F" '' i�'E D \ 0 rn w U 00 0 W � q - TO FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & FOLLOWING INSPECTIONS: S W s z% � 0 f w g REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. t. FOUNDATION TWO REQUIRED a N FOR POURED CONCRETE ; 2. ROUGH - FRAMING & PLUMBING I #, RAI ING 3. INSULATION 71 6„ FURNACE UP 12 ISE S 8' I :I > 1 p L L L EXISTING PROPOSED 4. FINAL - CONSTRUCTION MUST RETI'JPJ STORM WATER FLl1NOFF TYp, STORI BE COMPLETE FOR C.O. PURSUANT TO CHAPTER 2S6 F —1 I— ADD CONI. PIER ` EXIST. 3-2X10 GIRDER TYP. TO SUPPORT 3- X10 1sT FL. 1750 SQ.FT. SAME - NO ADDITION 1- — — - - - ALL CONSTRUCTION SHALL MEET THE OF TFiE TOWN CODE. — � — � — � � —I— — — — — — I —I— — — — — — POINT LOAD — — — — — — -- REQUIREMENTS OF THE CODES OF NEW � L — � — L — —1 FROM ABOVE EXIST. OPEN STAIRCASE FIN. BASEMENT 929 SQ.FT. SAME - NO ADDITION GARAGE SLAB ABOVE - NO CHANGES W UNFINISHED 821 SQ.FT. SAME - NO ADDITION YORK STATE. NOT RESPONSIBLE FOR � EXIST. 3-1/2" STEEL COL. ON HINT �, DESIGN OR CONSTRUCTION ERRORS. X 2a"x2a"x,r' CONC. FTG. TYP ° BASEMENT `� EXIST. FIREPLACE FOUNDATION SAME - NO ADDITION V) DOUBLE FLOOR JOISTS UNDER NEW GARAGE 562 SQ.FT. STEEL COL. ABOVE. s ADD NEW 3-1/2" STEEL COL.. AT POINT uJ PLUMBER CER TIFICA Tl(),,, ADD RE-FINISH EXIST. ECS F SLAB W/EPDXY COATING 368 SQ.FT. 884 SQ. FT. PATIO LOAD FROM ABOVE. (SEE OWFIERS SPECS FOR COLOR & FINISH) 3 O � DECK TO NEW 24"x24"x12" CONC. FTG. ADD R-15 BATT INSUL TO I�W!T ON LEAD CONTENT 8 F t.JE EXISTING 2X4 PARTITION n wCOMPLY WITH ALL CODES OF CERTIFICATE OF OCCU /i 1%l1./Y ADD 5/8" GYP. BD.RA FOR REMOVE EXIST. SUSPENDED ACOUSTIC CEILING TILES 1 w Un0NAILING/FASTENER SCHEDULE MIN. 1 HR FIRE-RATED WALL REPLACE W/ DECORATIVE METAL TILES - PAINTED BEDROOM 0 0 3;' pNEW YORK STATE & TOWN CODES SOLDER USED IN i�✓AT R `SEE QWNER6 SPEQS FQR STYLE & FINISH' 0-Z ED o AS REQUIRED AND CONDITIONS OF n/ °g " ° PROVIDE MSTA30 OR EQUAL UPPLYSYSTEM CAP LYI�T D m METAL STRAPS OVER RIDGE TO ROOF RAFTERS @ 16" OC Z II TYP. NOT APPLICABLE IF 4^i 1"'4I^I`1 T(1��VP17RA EXCEED 2/10 OF 1% L D. COLLAR TIES ARE PRESENT. 1 hp /' `( w I) 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE Sud riu u I avl I —�- V � M 8D COMMON @ 12"OC @ PANEL FIELD ► PLUMPING r T i �, 8D COMMON @GABLE ENDWALL RAKE ALL PLUMB;"JG ^:�1'ySTE I ( I XIST CONC. S AIRS �Qi x ( I I P 9 RISERS @ $A ' X REFER TO TABLE 3.8 WFCM - SBC & WATER LINES NEED G RA E REMOVE EXIST. WINDOW W ERIN NEW PATIO TO BE BUILT OUTSIDE TESTING BEFORE CO'.' EACH END OF 10D COMMON TIES TAI. PROVIDE SIMPS0 H2 / H10 OR 1/2" PLYWD. SHEATHING EXIST. 21421 AWNING EXIST. 21421 AWNING EQUIVALENT HURRICANE TIES 6D COMMON @ 3" OC EDGE OCCUPANCY OR TO SECURE ROOF RAFTER 6D COMMON @ 6" OC FIELD PLATE AND WALL FRAME. USE IS UNLAWFUL PROPOSED BASEMENT PLAN �� `�� ' WITHOUT-t �+ T f ` / C PROVIDE NT TO I LPT4 OR Yvl I OUT d,rER I IFiCA I .� 1 1.4.17 1/4" = 1'-0" I ��,s�(Me � �f� � � EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. OF OCCUPANCY Tk=z�,�� ,�c��e��I�-� �� ry/(/,�� {r-1 �� D� \(�Pjl PROVIDE SIMPS4TYP 6 OR `1 x EQUIVILANT TOALL STUDS BA BOTH FLOOPLATE & BAND JOIST @C T - • PROVIDE SIMPS6 OR TOUPLATENT TO& BISTL@STUDS OC TYP. Certification PROVIDE SIMPST4 OR EQUIVALENT TORIM BOA TO SILL PLATEPLYWD. FLOOR SHEATHING 8D COMMON @ 6" OC EDGE May Be,Required. 8D COMMON @ 12" OC FIELD PROVIDE APPRTE METAL unuTr I PLATE WASHE & ANCH R ORYER wASRER O i I BOLT TO TIE SATE TO CLOSET CLOSET CLOSET MASONRY FOUON TYP FUEL TANK i 6'-0" OC FOR 1 STORY, T-0" FOR LA 2 STORIES, 12" FROM CORNERS & I� 36' a/ 6 OPENINGS AND BOLTS TO BE MIN. 12" DEEP. T d' RDGPENDEACOUSTIC TILE COLING TYP. PAWED COW. OR PLUMBING RISER DIAGRAM EC L FURNACE P z siNe QOF cE cPOER TYP �- e 37x,U'6ROPw_ - � � � I OPEN STAIPCgSE '_� )-1/T'STEEL COL ON J O Ell FTG.TYP Z� EMOTING SUSPENDED ACOUSTIC TILE COL-TYP. PAWED CONC FLOOR F-I T' o RIs Rs A 21<2,AWNING 2„�,AwNING 2,a2t AwrnNG EXISTING BASEMENT PLAN 9.4.17 1/8” - 1'-0" I A 101 FOUNDATION/BASEMENT PLAN A 102 FIRST FLOOR PLAN A 103 ELEVATIONS A 104 SECTIONS & INTERIOR ELEVATIONS FOUNDATION/BASEMENT PLAN SCALE AS NOTED NOVEMBER 4, 2017 FNEWyO / \ 101 ress ,= T D 1 OF 4 B�, Y2�o PAZ � A, \T 'AROFES 0� permits I drafting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 EDUCEEXISG GARCIA/SMITH RESIDENCE RAN � - -- VERIFY DIMENSIONS ON SITE REMOVE EXIST. _ -, - _ _ _ - - Z0'-O - - --- - - - - -BAY WINDOW- - - - - - - 405 BIRCH LANE 1 L L L 1 L 1 L 1 L 1111,• �6 12'-9-" -0" -0" -10-" -1 1" - 6'-8-" -8-" 1'-8-" C U TC H O G U E N . 4 3'-0' FIXED T ANSOM OVER I ;,�• �_, --_-. -.-_ --" ,.� \` 2 4 4 2 3-1/2" STEEL COL. NEW CX235 CASEMENT 3-1/2" STEEL C L.%' r' NEWICN135 NEW ICN135 NEWICN135 L •' CN 235 C SEMENI~`' , \ � Y. TO CONC. FOUNDATION 5-3-1/4"x3'-5-3/8" RO TO CONg. FOUN ATION 3'-5-1/4"x35-3/8"-RO, V-9"x3'- -3/8" RO 1'-9"x3'- -3/8" RO 1'-9"x3'- -3/8" R S _ - - - _ I _ REMOVE EXIST. 2-1-3/ x11-1 LVL EADER 1 3/4 x11-1/2 LVL HEAD R TYP. ( WINDOW I I �� I ! WALL OVENS A EXIST. MASONRY'ENTRY PORCH I I REPLACE 1" . TUB w/ EXISTING• SINGLE FAMILY RESIDENCE &MICRO _._____,_______.____..__........__.....__..._.__._-___._,.__._._-__._______._______....-...__._.___ ._....__...__ , I .'____•... ... ..y....._. ERICAN T NDARD SILK I I ! I .:....I...eta .__. __.j__._. , i...,, 2 �,.....�,i. ..._� e REF. , ,........... j__......-".._ 'PEKOE Sx18x10 o I I ; I� EW �.._j --I--o' W.C. � SET NEW WINDOWS @ 6'-8" TO ALIGN W/ TOP OF DOOR......_............... S 0 R lirOSCTM 36-GAS RANGE j { 3 ..__�_r_._. ___ _-.__r... i 1 -___......__i... 3 "X 5" # 1000-83- 1 -28 I NEW A-21 I NEW A-21 ( 7.....-r- -i Ln-.L_ -,--�_j ! I ! I ! ! 2'-0-5/8"x t T'BATHRM. #YY.L�...:....- -1-2•_e- T-- 2'-0-5/8"x - r_ NEW 3-1-3/4"x11-1/2" LVL HEADERi' POCKET DR NEW 16'-0"x8'-0" OVERHEAD GARAGE DOOR I I - - ---- -.--.--- - - I._. -.--.-. i ZONE R-40 .33 ACRES -_ -i.SEE SPECS ES r...{....,...1. - _ - - _ - - _ _ _ - ..;._l..i-',-.__I.._I 2' 0 5/8" R0_- _.I__ -' 2' 0 5/8" RO""' _ �.1 ; - 2- 1-3/4"x9-1/2"I¢OLLAR TIES (CLAD) ENCLOSURE _a_-„-;, „j__.._,.. J I (.1._ , I I W/HINGED a-_T_^ PROPOSED: -- --- - EXIST. I ._i .j.... • ,.'•"1." "'I t" i ENCLOSURE �� ? REMOVE EXIST. PWD. RM. {�6 000R 1._._i. _.,:.......- .i...,_j....,._,i...,.....A...-.,..i...... w/HINGED .,.............:.. ...J REPLACE EXIST. 9WINxCOD OVERHEAD DOORS ( �p CLOSET [ I 1 I _ , i • DooR („-_.,;. .. _, REPLACE EXIST. WINDOWS W/ NEW. ADD NEW SLID. GL. DR. REMOVE EXIST. SCR. DOOR �„ i LF�6'1 W/ NEW CLOPAY WINDCODE "AVANTE" ALUMINIUM g' T-:-,-_• 1 ( 1 1 DOOR W/ OPAQUE ACRYLIC PANELS OR OTHER D aT .@a' +6`2 I I I I I J.-NEW? ry 11.T r.j �/ rrI-_. --j_ . . ..... REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. AS PER OWNER. PROVIDE NEW DOOR OPENER. d+ I I �,4 CLOSET-- -� ��_�. .y. __+ + j - 1 72" --• � CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. N BATH..-_ O .j_... REPLACE EXIST. STEPS W/ I ( 6 C .-.......i....._....1 L' ..i.......T.:. L , ...t......i... NEW WOODEN TREADS & I I I ! NEW FINISHED FLOOR ti I.I T:j.. : :.t.... CVANITY [" _ .- j_..,....r.._.._. REPLACE EXIST. PLUMBING FIXTURES. CONVERT BEDRM. TO (SEE SPECS.) i._:T:: _-._)_._ __.___,..__._ - _....._.. I" _ MASTER BATHROOM & CLOSET. REPLACE GARAGE DOORS. HANDRAIL t._. .... - i-_.,._f...,..-i 1.........t.....,.._.j...,......i_ ---- -: I 11 REMOVE EXIST. i.._. l._..,.._i__,__j.� t 7 _ __ LINEN CLOSET -I--..-.1__._:__ T CONVERT EXIST BEDRM TO--"j-_.,I = i_-.:.j: L i ¢ 1 r r .::j......:. ,NEW BATHRM. #z !...T.-t-".-.5..._,.o_..I._ ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS CD REMOVE STAIRCASE WALL & NE TILE a -T-'---' MIX ! I I I I T A. _NEW FIXTURES �__7....�_..L_Y_L-_,_M__L_-,-....!__ _ X ,-\ ADD NEW RAIL I ....L".. -, j SEE SPECS._.I_ _ i _.:.. _,.. ..-:.. T._, ELI XM NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING `�_ REMOVE WALL & CLOSETS r - - -- - -- - - I T 1 f..,.,.. -,- r - Q W OVER KITCHEN AND LIVING ROOM. ADD EGRESS WINDOWS I REMOVE EXIST. CLOSET I I I I _ _ _ _ _ 1 REMOVE EXIST. DOOR < z x EXISTING 2X4 WALL f I D .I 12 RIMER T BA EM T I w DID TO FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & I f ;1 I`' ( I 2'-6,. -9" 2'-6" N W/ 5/8" GYP. BD. �! I ' 3-1/2" TgEL COL. EXIST. MASONRY ! I REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. ! 3-1/2" STEEL �\ ! : ! ! IN WAL STUB I i ! I ( ( I �+ WALK-IN TO LID PP ,T \ TO SOLD gUPPORT _ _ ; O ti CLOSET o _.._ .. -.... ..� .._ - - -- R OV WALL 2- 1-3/4"x9-1/2" OLLAR TIES (CLAD) 00 ADD HALF WALL z EXISTING PROPOSED 1 ! 1 U i I ( EXISTING REMOVE CLOSET -7'-7 „ I FIREPLACE t� 1-3/4"x11-1/2" LVL HEADER 1ST FL. 1750 SQ.FT. SAME - NO ADDITION EXIST. TWO CAR GARAGE Q I I g I w 4 I C � 6 " C�/2 DROPPED TO 6'-8" FIN. HEIGHT 0 EXIST. SLAB & STRUCTURE TO REMAIN w EQUAL EQUALk s; FIN. BASEMENT 929 SQ.FT. SAME - NO ADDITION ti � � : `� L `" 1 I l C:1) o I l w 1 g I 1 2'-0" EQUAL-- -EQUAL 2'-0" w X UNFINISHED 821 SQ.FT. SAME - NO ADDITION UII I U _ w BASEMENT I I I I v � 0 I g W x 562 SQ.FT. SAME - NO ADDITION z GARAGE i Iwo � IIX I Iwo I N 368 SQ.FT. m w 4 EU I m w I DECK 884 SQ. FT. PATIO Z > m M I I � m BEDROOM 1 � i-1 BEDRO M #2 I I v z I I I vl Z NEW FINISHED FLOOR _ � I NEW FINISH D FLOOR X ! I .x U- m x w I LIVING RM. (SEE SPECS ) Mo � Ilo I IMo �-� I (SEE SPQS.) ENERAL NOTES REDUCE FULL HEIGHT 2X4 WALL TO ( I z 114 I F I � L ) �/2 WALL W/ 1/2" PLYWD. °m a ° m C I 1. All work shall conform to the requirements of the Residental Code of New York 1 ( .4 V4 ( IL- - --- - - - - - � - - - - - - - - - I I State, County and Town Department Regulations, Utility Company requirements and 12- 1-3/4"x9-1/2"DOLLAR TIES (CLAD) I I best trade practises. I I I I NEW WINDOW TJ BE LOCATED ON EQUAL EQUAL 2. Before commencing work the Contractor shall file all documents required by the CENTER LINE OF FIREPLACE EX ST. ON S AIR T CE LAR I ( 11 I I I Building Department, pay all fees required by local agencies and obtain all required �c VERIFY DIf�1. ON SITE I REMOVE EXIST D 9 SE S I I 1 ( I I WINDOW 14" permits. OQp ADD NEW H NDR IL O C DE 3-1/2" STEEL COL. 2-1-3/4"x11-1/2" LVL HEAgqE��2t TYP. 3-1/2" STEEL COL. 2-1-3/4"x11-1/ LVL HEADER TO f l 3. The Contractor shall visit the site and verify all dimensions and the existing 9 TO CONC. FOUNDATION I ( ADD HEADER OVER FIXED TR�,NSOM TO CONC. FOUNDATION I I BEAR ON NEW -1/2" STEEL COL. TRIPLE JACK STUDS!11 :��2-1-3/4"x11-1/i2" LVL HEADER TYP. 2-1-3/4"x11-1/ " LVL HEADER TYP. conditions affecting the work prior t0 construction. Any discrepancies Which would IQ interfere with the satisfac m I to co etetion of the work described her i h I REPLACErY p e n s al be PEW CX145 4045/CX145 I 11 i 1 1 LV DER!�FYP: W I DOWS W/ NEW CX145 404 X14 X_.J� ( A-SERIES 111p61 -3 11'-10"X6'-11" 2'-8"x4'-5-3/8 + 4'-0-1/2" 4'-5-3 8"+2.58"x4'-5-3/8" RO reported to the architect Or propert owner. D n r work i !.--....-.__....__..._......__._.... ;_.._.. NE ._ ..... - .-._.._.__.._... a..__........_.._. ---------_ -:...... - j _..__..._..-_._. u...' I 2'-8" 4'-5-3/ + 4'-0-1/?"x4'-5-3/8",2'-8"x4'-5-3/E'4'-5-3/8"+2'-8"x4'-5-3/ RO NEW X245 Jb'-3=T`/4"x i 2 RO 1 NYt 3-0 �Ixep TRANSOM OVER I ( I L 5'-3-1/4"x4'-5 3/8" RO p p p Y o of Stat o until SUCK conditions FIRST FLOOR PLAN o ! o I I I I I j TL mutually agreed upon. Failure to notify !N-GRADE BLUESTONE WALK-WAY-_ __.....----.._._ _.........__........____......__..._..---.....;...._..._..--_-----1.._......__. .i___....".._.._"__ L..............._.---..__...._...... have been examined and a course of action '� I i _1 the owner orxarchitect aof unsatisfactory conditions will be construed as an acceptance L 1/4" = 1 -0" 1 1 .4. 17 d I L PATIO IS CL OF NEW DOORS i of the conditions to properly perform required � I p p y p the work. 1 .._....._.-i. j i �....................... . . .�_ _ _ _ 7 -6 1 -6 16'-0 1 -6 7'-6" 4. All work is to conform to the drawings and specifications of the architect and I ( ! engineer consultants. l , : _ . ._.......................... ..... ..: ..__.--. _L. _. ....... :_... 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times _............ ............__T.. _"......._......_-_ _._____._.i �- ---__-1_____ ___---._..__�......_.__------ --------_ _) ------..._.......___..... _._._:..___....._.__r_..-- __ - 6. The drawings are nscaled ny _ - ----._.....___ 1 _.. _. --- --- =------- -------- ----__.._.....-......__��__....�___. _._. ._-I _--, �_ ..., ._ ,-_- -.--._ 7. It shall be gthe Contractor'seresponibil tdyetoaascerta nm all prevailing procedures i including storage and toilet facilities,protection of existing work to remain,access to .. ...........-_----_._...1...._......___....................._........._.__-i_.._..._.._-....__.._._.....___.._'....__..__.____...._._.................__........._.............._._.._........._j_......_....._....._....._............._..!.__......_.._..-.._.__................._......_. work r hours f I o area, ou s o permitted work,availability of water and electric power and all I , i other conditions and restrictions r I i I { � for this particular location in order to execute the ...... ........-,.... ....._..__ . ..........._;........._._......_...j_.........................._..T_...... ......__-j____..-_... I.__ -...._..__,_.._-_-_-_ . .... �.____._-_.._,_ __. __..._ work in a careful and orderly manner with the least possible disturbance to the public. I I I , 8. The Contractor shall mak ! e the neccesary arrangements to utilities and services I --- ---- ---a -- ----'-;------ - -----'-----------j--------' r I I � temporarily disconnected while performing the work as required. 1 ! 9. The Contractor shall provide all dimensions and cut-outs for other trades. I ' I I j i 10. The Contractor shall provide proper shoring and bracing for all remaining structure I i prior to removal of existing structure. -..-------------..... __... ---------------------- -------------�----------------�---------_ --._....__._... _ - ..__...._... -,._-.. __._.._.,--------..__;_.._.__....-..'. g , , 11. Plumbing, electrical, HVAC and similar work shall be performed b licensed __-.----_-____ _......._......"_......._.._.,......-____-' _....... ..---_--____----_-----_--_-------------------------._.._-...--------------.-------_-- persons who shall arrange for and obtain all required inspections.The General -------.. .. - -...-_�---_---....----.....-- --•-------_..-._.. ....- Contractor shall be responsible for scheduling all other inspections as required. _ ...-...... - - - --... _... --- -- NEW BLUESTONE PATIO..- - _ -- - - - I _,_.,_,,,,-_-____:._....-_____-___ _____i ____._. I r __"___-_______________________-____---___.__._-._�__ 12. The Contractor is solely responsible for construction safety and shall hold the j i owner and architect harmless from litigation arising out of the Contractor's failure to ---------._---....------------ __..- _....,.. ........_-t_.._.__..__.__._i---.---------.L__._-_.__"-�_.___.__.__i-._..-__......... ----._-_.__.._i_.------.--- ----._...__- ........_..-._,...... .._ ; ...._ .. - .-- -._._ . provide construction safety means and methods. ' o : ! ri CONSTRUCTION NOTES ______- __-__-__-________-__._____-__-__.__________`____ _.._..... _.____.-__-__-_______-_-____ _ --------- - -....�--- ._.."__..L......_....- -__..-......_....._............_. . ..-_..._- -- -- - - - ;.._... a _.. -- :.. - - - - - ,.... ........ ...i-..._.._.......--_.."_..._......... - -- 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. I 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. l p Y ------------ _.-_--------_ - ! - _ - __ ___ _ _- _ _ _ . --- - _._.__._ I . Sill plates shall be preserved, treated wood and be installed above a 16 oz. I I i 3 r termite h 'I ---- - -- ----------- _... 1..... - - - ____-_-.................. __.....-_..... __..... 1 - ...-,._...- -- ...._.__............ - -------._._....-_.....---- ---- s el coppe t rml e d. j ( I i 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance I with the New York i State Building Code and manufacturers specifications. f 1 I 5. Pilings shall be installed st ed b a licensed contractor acto to a depth and bearing 9 Y 9 e gagreed , I upon b an engineer and certificates _ _.�..................... �......._..-.... _-..._ -......."........,.._......_.._...-... " ........-........_....._."...,. -."_,....._...-.... �................... -_......._...................... -. ......,.........- p Y 9 ce t cafes shall be issued statin same. - ^- 6. Unless otherwise noted all framing and structural wood components shall be , I #2 or better Douglas Fir. 1 I II framing techniques and methods shall be as prescriptive design based on Manual for One and two FaDwellings I__...... ...................................�...---...._ ....-ry.-_..-......._...A_. . . ,..........-..... _.. . _ _ ... Family ( FC ) i 7 A ' AF&P Wood Frame Construction it W M I I STEP DOWN S" TO GRADE i I or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 34'-0" 9. Fireblocking shall be provided in all wood framed construction in accordance ]6<=EIxED with NYS Cade R 602.8 to form an effective fire barrier between stories and D. 3030 SL °M between the top story and roof space. BAV WM�W ii]]d1 ]z]]DN Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. SH ER TUB W 11. All portions of the new structure are designed to comply with local geographic zovsr DH -2- e One-O'OVERHEAD DOOR OLD'0'-D-OVERHEAD DDDR o e and climatic criteria as stated in the following table. UG a R:B 0 � xITDHEN BIN:NG RM CLOSET � BEDROOM it G D ° GEOGRAPHIC & CLIMATE DESIGN CRITERIA I I () GROUND SNOW LOAD 45 psi WIND SPEED 130 MPH D N 12 .BE B D ,BE EI SEISMIC DESIGN CATATGORY B 4'.0--g-B`DR ..-0....4. 0.... .Sk°R WEATHERING SEVERE - C-1 OE°BET FROST LINE DEPTH 36" T40 CAR GARAGE iIREPLADE OLOBET �:P TERMITE THREAT MODERATE TO HEAVY 6.0-0--B`°" DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED IL_VRlf4_ BEDROOM.] BEDROOM I2 A 101 FOUNDATION/BASEMENT PLAN DN.eR ERT DEUR e A 102 FIRST FLOOR PLAN A 103 ELEVATIONS 6'-D'SLID GL OR 2643 DH 4047FI,Eo- 3643 DH z-i6]]DH ]6]]DH A 104 SECTIONS & INTERIOR ELEVATIONS EXISTING FIRST FLOOR PLAN 9.4.17 1/8" • V-0" FLOOR PLAN SCALE AS NOTED NOVEMBER 4, 2017 DEDR ~< N E W y A 1 O 2 CO res ?t. J0 c� s. 2OF4 `�FpA 072 %j Al XT ROFpermits drafting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 GARCIA/SMITH RESIDENCE 405 BIRCH LANE CUTCHOGUE N .Y. . .. ... ...... ... .... .... .... .... . .. ...... - --" -------.... .............-_.......... _::_ ..__::.._....::-- -....... " :._._:....... ........:.... -- "-- -=-_-=----------- r..a.._.__._........a_._ " - - :_.._: _.. - _... ..:.::.... ... - - -- -- - __,; _: EXISTING: SINGLE FAMILY RESIDENCE - : 1.:. _ ___ ----_..._..----._.__-.._.___ ___ __._..._..__-_.._______-- _...__........_.........._....____....__.. ...._...... ............. .___..__________.__._.__..___.._...._._...._...._....___.._. .. ___.._.._.-___.__.___.__...__._...____......_.._. ._.___... ........_ .._._ _.__..._...__.......__......._.._..._.._.......__...._..._.__._ _._--....__._ T. . _ ,...----._ ---.. _. --- _ _..___. ._ _ - _.._ __ _._..___._- .. _. .. _ _ __ CTM# 1000-83- 1 - 28 ::_ __ _.__ -___- _ . _ _.._ ____ . --- - ---- _ ...__._-.__ __ .._...._-_-.__--_.. __ ._. _... . __... __.. _ .. . .. _ __ .----__-___--_ NEW REVERSE GABLE LIV. RM.---- __._-._. ... :EXISTING ROOF STRUCTURE TO REMAIN_...__.._....____. ZONE _.__.•.._......------- -- - . _ ._....._ _.....__. __----- -=- 0 .3 3 ACRES REPLACE ROOF RAKE BOARD W/ _________________ -- ..........._. ._-..... ... . - __--------_----._.--...---_-..__...._.. ---------- ..__..__....-- - - - -_. - - - - -_ - _._..._ - - -- - - - - . NEW VERSATEX TRIM.... ... _...._._.. _........................._._.....__._...___._....___.._._.__..__. _...._..- _ ...._. _..._.. _.._.........._ .,.W..... ...-.,.»,...-.m...,.m.,...,......:r...:.__.,......,,...,..m...,..,.................... .....,.»,,..,,.,.,� ..;.:...,,:rrn-.'.=::-rrr:c...••,....•...... -.:r.............-,., ,.......w..._...: .,.... "...._......,....::,..,c:..........»... ......_......_..... ..._. ..... ....---•rc . . .... ........__....._............ ...-...... ....................-.-...._..... . . .... ..... ....�.-�.•.�•�-""". .. ... .-^-^""""'"""""'"— - - - ,..:"^" - - - - __ _ ... - _ . . _...... N ---..._---------......__......_... ------..... ........ - - - - -- --- -- - - - --- --_-- . REPLACE EXIST WINDOWS W/ NEW ADD NEW SLID GL DR. - -----------.. . ...._-_ __....... _- - - - - . GARAGE ROOF - NO CHANGES --__- _. .. ...__.._.._..._.._.................... -- ........_.......... ------._ - - - - - -- - - ------------- EXIST - - - - REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. .._.._................................... .._..........._...,.................._....... ................................. .....:.....:..:""..__.. __....__......_...._...._....._..._ - m .............. _ _ ............._ . ...._........._..._ . :, .;. .. . .. .. .. . - - .... ...... ADD WHITE REPLACE EXIST. PLUMBING FIXTURES. CONVERT......... --- ----------.:........: -" @ NEW WINDOWS & DOORS // FIXED \ // \ // FIXED MASTER BATHROOM & CLOSET. REPLACE GARAGE DOORS. FINISH W/ WHITE SCREWS A SERIES 1110611-3 11'-10"x6'-11" / N CX145/P4045/C 5 / / \ (NO PAINT) W/ 3'-0" FIXED TRANSOM OVER NEW 245 N CX145/P4045/C 5 ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS i \ _ / FIXED NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING EXIST. CEDAR SHINGLE SIDING GX�gGE / NEW OVER KITCHEN AND LIVING ROOM. ADD EGRESS WINDOWS 24 � � / � / � / / T FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & REPAIR AS NEEDED CORGAF(A REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. ....... _..... __..__ ...._. ..-.._. _.. .. \ NEW BLUESTONE PATIO EXISTING PROPOSED NEW GRADE LEVEL BLUESTONE WALKWAY 1ST FL. 5 .FT. SAME - NO ADDITION — — — — — — — — — FIN. BASEMENT 929 SQ.FT. SAME - NO ADDITION SOUTH ELEVATION ( REAR ) UNFINISHED 821 SQ.FT. SAME - NO ADDITION BASEMENT 1 /41' = V-0" 1 1 .4. 17 GARAGE 562 SQ.FT. SAME - NO ADDITION DECK 368 SQ.FT. 884 SQ. FT. PATIO GENERAL NOTES 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and best trade practises. 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required permits. =! -ELL Lir =_ "r 3. The Contractor shall visit the site and verify all dimensions and the existing YA_1 i"1-r j" conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be : reported to the architect or property owner. Do not start work until such conditions A_ ". have been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory construed as an acceptance Wil e ................ . _._...____... -------___-_.._-.._._--.-...-------.._...._.__..._._............................ of the conditions o properly - -NGW REVERSE GABLE @KITCHEN.. .. _ k. NEW REVERSE GABLE @ LIV. RM. _..-------.....-_................-_-----_--_-.._.. _..... ...:.:.:..:.:.. _ :s:;:oa3:)NEW REVERSE GABLE LIV. RM.s:.,.. :.::....: .....�....v`____:______ ____._::__ _. - _._...__ conform to the drawings and specifications of the architect and _._--._....__... _....-__....__..__._ _..._._....___....__......._.._.... .. ..._. _---___.........._..........____.-------__-_-_._. __ _ eer consultants. @ NEW REVERSE GABLE @ KITCHEN ¢; 4 All work is to CO ope requireds e0r en in consu :- -__ .:r_:.=, . .. ... s o maintain a co -----`�-�-- �-�� -- t complete and p to date set of plans on th -"""" -�-- �-"" - -----" 5. The Contractor i m I u pl e REDUCE EXIST. ROOF _ ,r...._....................._. ....._........_...: _:,.. - job .................--"-----...... .------------------- site ata times OVERHANG WHEN BAY 6. The drawings are not to be scaled under any circumstances. WINDOW IS REMOVED EXIST. GARAGE ROOF - NO CHANGES 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures Cincluding storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all / \ other conditions and restrictions for this particular location in order to execute the ADD WHITE VERSATEX CASING / / \\ work in a careful and orderly manner with the least possible disturbance to the public. @ NEW WINDOWS & DOORS NEW cx135 NEW cx13s 8. The Contractor shall make the neccesary arrangements to utilities and services FINISH W/ WHITE SCREWS \ / temporarily disconnected while performing the work as required. (No PAINT) 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. EXIST. CEDAR SHINGLE SIDING 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed REPAIR AS NEEDED persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. NEW BLUESTONE STOOP 12. The Contractor is solely responsible for construction safety and shall hold the & PATIO owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. WEST ELEVATION ( SIDE ) EAST ELEVATION ( SIDE )- 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 1 /4" = 1'-0" 1 1 .4. 17 1 /4" = 1'-0" 1 1 .4. 17 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with 1 r NYS code R301.2.1.2 if the are required. ........................... ... ... ........................... ...._......._..._...._... ......................._...._...__......... .._.._....__..............__.........-.._._._._.............._... .............._----..__.._..._... .__ .. .....__.._..........._.._............ _................. _........._..._...._...__.................... _....._.-...........____..._.._....._........__------._ .-_..........._........... _...................._.................._._....._.__ ._.. _...... . . _................. to comply with local geographic portions o the new structure are designed .....................-- ---__._....._._..----..._.....------ ----.:_�:____:_____-'_-__=_.._�._:-_::_----=��.��..�, :� - - - -------_.-__---_------._ :......_.._--.._...---- -._..._.........__.....-...._:...-..:.:.:__.........- --::_.__....._:...:: ._....._...____._ ..__.._._.... .... ... - . .. ._. ...... __... .. _.__.... .. __.. ....... ... .. "- _......._.........---_ ........_.....:_.......-.----.._ ._._._..---- -- an climatic criteria as stated m h II __.................. . . -" --_ .....__....._..... ---.._---------._._. ...--..__-.__ _ _ ._ ___-. -- _ following table. _._._._.....-_..__....._.._........__.._..... _,_.....__._......_._.. _... - -..... .._......... ..--....__...._...............__......... ..........._.................._............. - _ - - ___-__--"-----------------------_----------_.._------ ._------------------------ --------------------------------------.-...__._......__..._..---......__........._._...__....__.._... __ __ __... ...... . _._._..___....._....------__....__----------------------------------------- W VER AB E KITCHEN ----- -- - ----- --------------...._..------.�_... .__---.._._........_.._........_........__._...__...._........ . _........_....................................._............._.......- ---------------N E R E SEG L @ - -- ::.::::. _:..- ..- ._------- _._. ..-- ":.-:.:",-._-_ -:.-_--- - .,...-:__ _-.- .:-:--,,-:---------:-_-,--,--:-_::-,--__------,>--_-::_..._..........:.....:..:...:-,-_- ,.:__:_-_:: __.:_..::.::.:..:-:::.:.-_.-:.:.-:::::::�:�:�..:__:::.:::__:--- CLIMATE DESIGN CRITERIA EXISTING ROOF STRUCTURE TO REMAIN _........................ ......_............_............. ... ........._... _........__.._ - _......... _........._.._._...__.....,.._ _...._....__.........__.._...._ ...._...._........__._..................... _. _...........__..........._.......... ...._.......... _ _..._....._.._.... _....._...... 45 psl - --- ---------------------- -----------::::::::_ :__:_-:_::::::__---_::::...-:_ __:'_. _ :::-:-:_.,.._:::::_ :::_ -....::.:.:::.:::-_... -::._':::-_::'::::':::_-:::::::: .._.._.. -"-... -=- - .... - - --- - - - - .......- - -....... -- - - - - W AD _.._.. _...,... ...._..._................... ... .. _..__....__........_..._.... _.._. _ _ - --- WIND SPEED 130 MPH - .................._... _..._..._. _.. - ...- -------- --- _ - - - - - _...... ..... ------------------..._ _---___-------------------------------------------- --------------_-_ _--------------------------------_-_-___-_ __...----....------------ __._......__....---.....---.. _. .............EXIST. GARAGE ROOF - NO CHANGES ---------------------------------- _-----. .. .............. ....... _._._.__..._..._. _.................... ........ _.. _............_..... _............_.__......... - ...._......_......_......... ........__..__.................. _...._..... ......................... _.......__.._.......... ...._._...._..._... -- _ __......... _. ..._ _._.........._..__...... __..__ _........ ..... ................... __ N CATAT RY _.. ... .. ........_... ........._......__.....-._................... _ ... _._._..._... _.: EISMI DE ____..__..........,..__..._,..._. GO ... .. __._....__..........................._ __..._...._.__.._....�_.._..,,.._._........___�......__..__._... ......................_............... . .. .. FIXED _ ...... .. _................._............_........_......_-..---__:: WEATHERING SEVERE -_--:.......'------------------..._.._.._....... _... ------------------------ - -� --- ---_ _ —- _ --- _ FROST LINE DEPTH 36" I- — — — — — — — — — — — — — — — ___..._...._____.._._-___-_. TERMITE THREAT MODERATE TO HEAVY EXIST. ROOF OVERHANG IN THIS AREA TO BE / \ ADD WHITE VERSATEX CASING DECAY SLIGHT TO MODERATE tAW A�1 EXIST. IAW AX1 / REDUCED / \ @ NEW WINDOWS & DOORS WINTER DESIGN TEMPERATURE 1 1 ENTRY DOOR / \ FINISH W/ WHITE SCREWS FLOOD HAZARD AS NOTED CN 135 CN 135 CN 135 C 35 NEW CX2 CASEMENT (NO PAINT) NE s'-o" aoPAY •AVAN ALUMINIUM GARAGE oR A 101 FOUNDATION/BASEMENT PLAN A 102 FIRST FLOOR PLAN EXIST. CEDAR SHINGLE SIDING A 1 ELEVATIONS REPAIR AS NEEDED A 104 SECTIONS & INTERIOR ELEVATIONS FLOOR PLAN SCALE AS NOTED NOVEMBER 4, 2017 NORTH ELEVATION ( FRONT ) 1 /41' = 1'-0" 1 1 .4. 17 NEW Yo A 103 ;. CO `�� - ESQ Os ress lu r `aal Z 3 OF 4 sF N0, 07 permits drgffin expediting OpROF — PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 GARCIA/SMITH RESIDENCE 405 BIRCH LANE CUTCHOGUE N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-83- 1 - 28 ZONE R-40 .33 ACRES PROPOSED: REPLACE EXIST. WINDOWS W/ NEW. ADD NEW SLID. GL. DR. REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. REPLACE EXIST. PLUMBING FIXTURES. CONVERT BEDRM. TO - —_- ____- MASTER BATHROOM & CLOSET. REPLACE GARAGE DOORS. EXISTING RIDGE - NO CHANGES EXISTING RIDGE - NO CHANGES ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING NEW 3-1-3/4"x14" LVL CONT. RIDGE NEW -1-3/4"x14" LVL CONT. RIDGE OVER KITCHEN AND LIVING ROOM. ADD EGRESS WINDOWS 2x8 RAFTERS @ 16" OC 2x8 RAFTERS @ 16" OC EXIST. ROOFF MING 2x8 RAFTERS @ 16" OC E IST. ROOFF MING TO FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & @ REVERSE GABLE @ REVERSE GABLE NC CHANGES @ REVERSE GABLE NC CHANGES REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. CEILING @ GABLE TO BE FIN. CEILING @ GABLE TO BE FIN. 3-1-3/4"x14 LVL (CLAD) W/ 1X6 T&G CEDAR 3-1-3/4"x14 LVL (CLAD) 3-1-3 4"x14 LVL (CLAD) W/ 1X6 T&G CEDAR ON 3-1/2" STEEL COL. ON 3-1/2" STEEL COL. ON 3- 1/2" STEEL COL. EXISTING PROPOSED 2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) TO CONC. PIER TO CONC. PIER TO CONC. PIER 1ST FL. 1750 SQ.FT. SAME - NO ADDITION 2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) _!._._..,..' - _...i........L.. "....L....;.."......._.....".................i.-........,._...�.......-:... NT i__,__u.....T."...L..... _" .._ .........;.....;......_...........:... ...1 _. CR. MOLD. CR. MOLD. CR. MOLD.--- FIN. BASEMENT 929 SQ.FT. SAME - NO ADDITION I - � 3-1/2" STEEL COL. 3-1'/?' STEEL C„...L......., .-.'.. .�,.'..4 UNFINISHED 821 SQ.FT. SAME - NO ADDITION r........................,......;....... ...._._... _.L- GARAGE BASEMENT SAME - NO ADDITION '---;----- -`-..a..� / 5 6 2 SQ.FT. I i - OPEN TO KITCHEN .._i_. ._i___..._+...... OPEN TO KITCHEN BEYOND ( I -.--i.................._i...... .....i........-iii..........-..i.._.......I......v......:...- .I...r..-.I.__ i // \\ 368 SQ.FT. 884 SQ. FT. PATIO _. I_.._..._....... .._.;_.,___l_ j OPEN TO ENTRY — — — — — — W CX CASEML DECK T --- l - -- .i..............�......-.L--I NE 235 0 E. GENERAL NOTES I I w."....;. I.._ -....1-..;.....i...-..".".".. ...... ...i" I_.,.._i._ 00 work shall conform to the requirements of the Residental Code of New York \ / 1 36" COOK-TOP 1 All "" C State, County and Town Department Regulations, Utility Company requirements and 00 — — CT --- 000 =O Oe0 best trade practises. HALF WALL - -- J-..r...!.. -.. . _.i... ._....T.. .....` o O --_---._--------- 2. Before commencing work the Contractor shall file all documents required by the EXIST. I I...,.....1.... a Building Department, pay all fees required by local agencies and obtain all required I BAR ISLAND -_V---r--r__.J-.:-:-� ----I_-- r--- CABINET LAYOUT BY OTHERS BEYOND I I i FIREPLACE �. -" ; PLEASE VERIFY ALL DIM. ON SITE permits. 3. The Contractor shall visit the site and verify all dimensions and the existing i r conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and engineer consultants. SECTION # 1 LOOKING FROM LIVING ROOM INTO KITCHEN ELEVATION # 2 LOOKING INTO KITCHEN5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General Contractor shall be responsible for scheduling all other inspections as required. - — EXISTING RIDGE - NO CHANGES 12. The Contractor is solely responsible for construction safety and shall hold the EXISTING RIDGE NO CHANGES owner and architect harmless from litigation arising out of the Contractor's failure to - provide construction safety means and methods. NEW 3-1-3/4"04" LVL CONT. RIDGE EXIST ROOF FRAMI G 2x8 RAFTERS @ 16" OC FF EXPOSED RIDGE CONSTRUCTION NOTES NC CHANGES @ REVERSE GABLE Z -r--T — ---- — - - - --�— 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. CEILING @GABLE TO BE FIN. T "- ._ ""'- - � grade. --NEW RAISED CEILING - FIN. W/ T&G CEDAR................_. _._.._. ...__._...._.._:..._ __._._.. ._.— W/ 1X6 T&G CEDAR --- - - -- 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3-1-3/4"04 LVL (CLAD) �_-__r _.—_ — 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. --- - - -........ -.. .------- ------ --...__.._._.. - - ON 3-1/2" STEEL COL. -------------> -==-- ------ °-- ---- ----- - - copper termite sheild. TO CONC. FOUNDATION-N,,,, 2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) 3-1-3/4"04 LVL (CLAD) _ 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on / \ AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) / \ or as specified in R301.2.1.1 / FIXED \ 3-1/2" STEEL COL. ( CLAD) — — — — — — GARAGE DOOR 8. All building envelope components shall comply with Chapter 6 of the Ener / \ BAR BEYOND 9 P P pY p 9Y / \ TO MASONRY FOUND. Conservation Code of the State of New York. N CX 145/P4045/C 5 -SERIES 1 1 1061 1-3 1 1'-10"x6'-1 = _ _ _ _ = 9. Fireblockin g shall be provided in all wood framed construction in accordance O \ / SLIDER W/ 3'-0" FIXED TRANSOM OVER SLIDER with NYS Code R 602.8 to form an effective fire barrier between stories and \ / _ between the top story and roof space. \ / 10. Protective panels shall be provided for glazed openings in accordance with code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic 112 WALL 01 and climatic criteria as stated in the following table. (HEIGHT TO BE DET.) GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE ELEVATI � #4 LOOKING SIDEWAYS IN LIVING ROOM TOWARD GARAGE WALL WINTER DESIGN TEMPERATURE 11 ELEVATION # 3 LOOKING FROM KITCHEN INTO LIVING ROOM FLOOD HAZARD AS NOTED A 101 FOUNDATION/BASEMENT PLAN A 102 FIRST FLOOR PLAN A 103 ELEVATIONS A 104 SECTIONS & INTERIOR ELEVATIONS FLOOR PLAN SCALE AS NOTED NOVEMBER 4, 2017 FNEW yo A 104 DEER/ os � ress r V J4 ��, z 4 OF 4 sFoARo 0 permits I drafting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 AAAz y a GARCIA/SMITH RESIDENCE 405 BIRCH LANE CUTCHOGUE N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-83- 1 -28 UTILITY EXIST. ZONE R-40 .33 ACRES FUEL TANK DRYER WASHER SINKVSHOWNEW M W.C. o�c EXPAND EXIST. CLOS I � REPLACE SINK W/ LINE W/CEDAR EXIST.CLOSET PROPOSED: REPLACE EXIST. WINDOWS W/ NEW. ADD NEW SLID. GL. DR. DOG WASH � STATION � EXIS�'O I I REMOVE CLOSET WALL REPLACE EXIST. WASHER & DRYER T LAV.®o REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. SEE SPECS BY OWNER w +�' I CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. A /� o+�' REPLACE EXIST. PLUMBING FIXTURES. CONVERT BEDRM. TO MASTER BATHROOM & CLOSET. REPLACE GARAGE DOORS. �� a ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING �C STORAGE SPACE 3 OVER KITCHEN AND LIVING ROOM. ADD EGRESS WINDOWS In O W x 0 C� K ° TO FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & LU U 3 x 3 0 I,-Z. o REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. `a w r (( N Q 1 J t RAI ING Q � CyL CyI- TMP „ L FURNACE UP 12 RISERS 8' I I � 1 1 II{- r STORIGEI EXISTING PROPOSED _ o EXIST. 3-2X10 GIRDER TYP.II 1ST FL. 1750 SQ.FT. SAME - NO ADDITION — — �- �- —I— — — — — — — T —I— — — — — — — — — — — 3-2X10 DROPPED GIRDE GARAGE SLAB ABOVE - NO CHANGES � EXIST. OPEN STAIRCASE L — L — L _ _1 � FIN. BASEMENT 929 SQ.FT. SAME - NO ADDITION o EXIST. 3-1/2" STEEL COL. ON w x 24"x24"x12" CONC. FTG. TYP HWT o UNFINISHED 821 SQ.FT. SAME - NO ADDITION EXIST. FIREPLACE FOUNDATION BASEMENT SAME - NO ADDITION ~ 562 SOFT. V) DOUBLE FLOOR JOISTS UNDER NEW v, GARAGE STEEL COL. ABOVE. x ADD NEW 3-1/2" STEEL COL.. AT POINT w RE-FINISH EXIST. ECS F SLAB W/EPDXY COATING 360 SQ.FT. 884 SO. FT. PATIO LOAD FROM ABOVE. (SEE OWNERS SPECS FOR COLOR & FINISH) � 0 � DECK VV OO Jia! TO NEW 24"x24"x12" CONC. FTG. ADD R-15 BATT INSUL TO-----,, N 3 EXISTING 2X4 PARTITION W \ v1 "�D 3 0 ADD 5/8" FIR ED.RA FOR REMOVE EXIST. SUSPENDED ACOUSTIC CEILING TILES z > w ILL,0 ° ° NAILING/FASTENER SCHEDULE MIN. 1 HR FIRE-RATED WALL REPLACE W/ DECORATIVE METAL TILES - PAINTED BEDROOM U U 3 ° (SEE OWNERS SPECS FOR STYLE & FINISH) OS 0 OS w g Z, 3 O O p w o O ¢ N a 0 Z Ir R EQUAL METAL PROVIDE �R RIDGE _ TO ROOF RAFTERS @ 16" OC X PLICABLE IF Z I _ COLLAR°TIESPARE PRESENT. w o II F acoIl 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE F T T T i LI U 8D COMMON @ 12" OC @ PANEL FIELD 1 I I � 8D COMMON @ GABLE ENDWALL RAKE XIST CONC. S AIRS x REFER TO TABLE 3.8 WFCM - SBC LLI P 9 RISERS @ 8' REMOVE EXIST. WINDOW G RA E NEW PATIO TO BE BUILT OUTSIDE PROVIDE 8 - 10D COMMON NAI EACH END OF COLLAR TIES T PROVIDE SIMPSON H2 /H10 OR SHEATHING 6D EXIST. 21421 AWNING EXIST. 21421 AWNING EQUIVALENT HURRICANE TIES 6D COMMON OMMOtJ @ 3"OC EDGE TO SECURE ROOF RAFTER TO 6D COMMON @ 6"OC FIELD PLATE AND WALL FRAME. PROPOSED BASEMENT PLAN PROVIDE SIMPSON LPT4 OR 1 1.4.17 1/4" = V-10" EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. PROVIDE SIMPSON H6 OR EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE & BAND JOIST @ 16" OC T PROVIDE SIMPSON H6 OR EQUIVALENT TO TIE WALL STUDS TO PLATE & BAND JOIST @ OC TYP. PROVIDE. SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOA TO SILL PLATE PLYWD. FLOOR SHEATHING 8D COMMON @ 6"OC EDGE 8D COMMON @ 12" OC FIELD PROVIDE APPROPRIATE METAL ❑� unuTY RATRRM. O PLATE BOLTTOATIEEH R SILL PLATE TO DRYER WASHER SINK cLosET CLDSET DLDSET MASONRY FOUNDATION TYP FUEL TANK 6'-0" OC FOR 1 STORY, T-O" FOR up. Je OPENINGS AND 2 BOLTS TO CORNERS & TO BE MIN. 12" DEIEP. SUSPENDED ACOUET TRE QlR TYP p[ PANTED CONC.FLDDR N L L FURNACE P t2 r5 R I B OPEN FT STAIRCASE 24'.21 e STEEL COL g o Z4•rt4'.12'CONC.FTG.TYP O r d EXISTING SUSPENDED ACWSTIC TILE CEIL TYP PAINTED CONC FLOOR 040 f FIT' PyRISRS . � 6 RA E 21421 AWNING 21421-ND 11421 AWNING F EXISTING BASEMENT PLAN 9.4.17 1/8" • V-0" REVISED 7 . 31 . 18 A 101 FOUNDATION/BASEMENT PLAN A 102 FIRST FLOOR- PLAN A 103 ELEVATIONS A 104 SECTIONS & INTERIOR ELEVATIONS FOUNDATION/BASEMENT PLAN AGF EW y SCALE AS NOTED NOVEMBER 4, 2017 03 S I. ° cR�r 0p'r 0�� ` REVISED 7 . 31 . 18 2 �� uj A 10 1 o do ,t F 1�o� Dress b AROFESSIONP <: START 1 OF 4 permits I drafting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 REDUCEEXIST � GARCIA/SMITH RESIDENCE ROOF OVERHANG \ VERIFY DIMENSIONS ON SITE \\ REMOVE EXIST. 405 BIRCH LANE BAY WINDOW 2O'-O" 1 L L L 1 u L 1„ �L �._ 1„ L 1„ 12'-9-" -0' � '=0" -10-" -11" -6 -8- 8- 1'-8- 4 3'-0" FIXED T ANSOM OVER -. ------ _---- _-_- 1, \ 2 4 1 4 2 C U T C H O G U E N .Y. 3-1/2" STEEL COL. NEW CX235 CASEMENT 3-1/2" STEEL COL.,,," CN 235 C SE'O T` NEWICN135 NEWICN135 NEWICN135 TO CONC. FOUNDATION 5-3-1/4"x3'-5-3/8'. RO TO CONC. FOUN ATM 3'-5-1/4"x35-3/8",RO\ Z V-9"x3'- -3/8" RO V-9"01-3/8" RO V-9"0'-f-3/8" R RAILING REMOVE EXIST. 2-1-3/ "xll-lff LVL EADER 1-3/4'x11-1/2" LVL HEAD R TYP. -'-- "--- - ` - _ ,,, 1 T T t- BLUESTONE ENTRY PORCH XEA ---1___f__i__-L.,_-.i._� 7 1--. ...... WINDOW I I i ( WALL OVENS L- --I.._ 4 -i .T�..., 2 f .. ._ ..i �._�..7 1- ' 1 - - -I �I I I I &MICRO. ; REF. MERICAN T NDARD SINK r - 4. T t .._i_... ..,-... NEW WOOD I ; PEKOE Sx 18x10 N•( p N.C. I �- O r .r--J C. EXISTING: FAMILY RESIDENCE DN RIS. STOOP SET NEW WINDOWS @ 6'-8" TO ALIGN W/ TOP OF DOOR 1' 1. _.,..-r..._.i____ V3x 1000-83- 1 - 28 r-•---r_..---L r_-...- BATHRM. #1� _.; __ 1 z_e 7 ' SH ER NEW 3-1-3/4"x11-1/2" LVL HEADER I ; T NEW TILE 8 T POCKET DR:'I -Y� . NEW 12'-0"x8'-0" OVERHEAD GARAGE DOOR I _ _ _ - - - - _ - 1-3/4"01-1/2"_ ! rr ZONE R-4 0 .3 3 ACRE S NEW A __ rt_ - - - - ._l_'$EE SPECSi-44:44 - - - - - - - - - - - - .� ! `- - - - - - - � � - - - - - - - - � I DER LVL HEA TYP _ I ----- -'- 2- 1-3/4"x9-1/2" OLLAR TIES (CLAD) LITE g LITE - `1 ,-.._ -- -+ I � 3 -t- t''N T- NEVJ GLAS '-r- \- _-1.EXI T. _ �..._� T:-.. _r._-.r;-4444_... --I- -...:........L-- . . - R Pl__ �....._....._ OSEDREMOVE EXIST. PWD. RM. +O CL SET -4,_4;44..-i_... i _..L..,...._ .T..,.1.._.'.._...L.....,.._ ;: w;HN�Eo REPLACE EXIST. 9WI x7-'0" OVERHEAD DOORS �` o .....,.,. ,444.4.:.. DOOR .,_::. .I1..._ REPLACE EXIST. WINDOWS W/ NEW. ADD NEW SLID. GL. DR. W/ NEW CLOPAY WINDCODE "AVANTE" ALUMINIUM / ti ( I I I I I - '.. . DOOR W/ OPAQUE ACRYLIC PANELS OR OTHER / +6. 11$$NN I I I I I I � NEWT,._i__ I �/ REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. AS PER OWNER. PROVIDE NEW DOOR OPENER. � n-CLOSET--•'--�-- -r.,+�O --` `- � �-'� 7 - O'-I' BATH. �� T__"_1: :�:. 1 :: 72"AN TY I r:', CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. (SEE SPECS.) ti. ._T_.._G.. -_�_-I _44;44_.-_l_- V I NEW FINISHED FLOOR !_ 1 _ -L. .::_: 0 REPLACE EXIST. PLUMBING FIXTURES. CONVERT BEDRM. TO REMOVE EXIST. t_ .l_......1........_.L T '-I- T1-r_a_Tu_T.,.-T �7 7_......- I- u�. _ MASTER BATHROOM & CLOSET. REPLACE GARAGE DOORS. REMOVE STAIRCASE WALL & LINEN CLOSET 1- -T_�-=--�-•J�CONVNEW BATHRM.D#2- Ou.-'..1__p 1 Y M M W X� ; ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS I ! j 1 , I _.L_.x._!--._I.Yr-NEW FIXTURE$T _tom !___ �.x�-y-�--___ w ___............. ,--L-,- I I ADD NEW RAIL L..-_L_,....L- ..1 .1 r ..i__sEE sPEcs-1...., .,.._.I--.S._l- .,. _a.. 1 Q w NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING U) ( ! REMOVE EXIST. CLOSET REMOVE WALL & CLOSETS i REMOVE _T- ? ! ) ! t I LU °� HEN AND LIVING ROOM. ADD EGRESS WINDOWS U AR 1 I I EXIST. DOOR N OVER KITCHEN I I I ' I`ill 9 I D .I 12 RI ER T BASEMENT , TO FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & Q 1 I 2,-6N 8,_72„ 3-1/2" STEEL COL. EXIST. MASONRY I I REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. I I I IN WAL STUB I ill I I I +6 WALK-IN ___ _- .-- .I TO SOLD I -- _T- - i I CLOSET 2- 1-3/4"x9-- 2 COLLAR TIES (CL D) I JJ O 3-1/2" STEEL COL. O TO SOLID SUPPORT z I I � II , o , II EXISTING EXISTING PROPOSED ----5'-24 -24" I 7'-74" . I I 7'-74„ 4 I REMOVE CLOSET - FIREPLACE EXIST. TWO CAR GARAGE p _ �1�0' ?• ti� 1-3/4"x11-1/2" LVL HEADER \ EXIST. SLAB & STRUCTURE TO REMAIN I 1 I I LU I � LI DROPPED TO 6'-8" FIN. HEIGHT & 1sT FL. 1750 SQ.FT. SAME = NO ADDITION U` EQUAL OVAL o *6- FIN. BASEMENT 929 SQ.FT. SAME NO ADDITION i Ito ZII �' Ito � In� I I ' I I I I ' W UNFINISHED 821 SQ.FT. SAME - NO ADDITION O Miert p ( � ;0 �, > I I I I �° 0 a z% BASEMENT 562 SQ.FT. SAME - NO ADDITION l l m 4 I I L I l w I W °° GARAGE w X 0a 368 SQ.FT. 0 1 I , m a l i o I I J m BEDROOM #1 W DECK 884 SQ. FT. PATIO r o n BEDROOM #2 X ? I I w I I ? NEW FINISHED FLOOR �J I NEW FINISHED FLOOR LU x L` D� m '6 U_ I LIVING RM. � I � L. I I ow ( I � Ow (SEE SPECS.) -w� 1 (SEE SPECS.) REDUCE FULL HEIGHT 2X4 WALL TO I I M ' z I I Q I I H g LJ GENERAL NOTES 1/2 WALL W/ 1/2" PLYWD. I I ' m 1- _ _ _ _ _ _ _ -1 1 M m I 1. All work shall conform to the requirements of the Residental Code of New York L I State, County and Town Department Regulations, Utility Company requirements and 2- 1-3/4"x9-1/2"I�OLLAR TIES (CLAD) I �\ I best trade practises. NEW WINDOW TCS BE LOCATED ON EQUAL EQUAL 2. Before commencing work the Contractor shall file all documents required by the EX ST. ON S AIR T CE LAR CENTER LINE I OF FIREPLACE DIN. 9 ISE S I I I I I I VERIFY DIth ON SITE REMOVE EXIST Building Department, pay all fees required by local agencies and obtain all required ST I I � 2-1-3/4"x11-1/2" LVL H WINDOW 7'-8„ permits. �O ADD NE H NDR IL O C DE 3-1/2" STEEL COL. 2-1-3/4"x11-1/2" LVL HEA IEl TYP. 3-1/2" STEEL COL. I I 2_1_3/4"x11-1/ " LVL HEADER TO o qq �RR f-1 3. The Contractor shall visit the site and verify all dimensions and the existing 9 TO CONC. FOUNDATION ADD HEADER OVER FIXED TR�PNSOM TO CONC. FOUNDATION I I BEAR ON NEW -1/2" STEEL COL. TRIPLE JACK STUDS EADER TYP. 2-1-3/4"x11-1/2" LVL HEADER TYP. conditions affecting the work prior to construction. Any discrepancies which would I 2-1-3/4"x11-1/2" LVL HEADER YE). j NEW CX145 X145/CX145 REPLACE EXIST. WINDOWS W/ NEW CX145 X145/CX145 Interfere with the satisfactory completetion of the work described herein shall be i....-. __). A-SERIES 1110611-3 11'-10"x6'-11" NEW CX24 I NEW X245 W - FIXED TRANSOM OVER reported to the architect FIRST FLOOR PLAN -3-"4;x4'-°-,/2" RO / 3' ° X SO O E 5-3-1 RO p t Or property owner. Do not start Work Until SUCK conditions I I /4"x4'-5-3/8"' i L ! L L have been examined and a course of action mutual) agreed upon. Failure to notify CL - _ f ; 1 �4„ = 1,-0„ 1 1 .4. 17 the owner or architect of unsatisfactory conditions will be construed as an acceptance L I I of the conditions to properly perform the required work. __ ;444.4..-'--i '--------: -- -� --- - - --- --'---- � -{ REVISED 7.31.18 work is to conform to the drawings and specifications of the architect and I 4 All consultants. engineer s to maintain a complete and p to date set of plans on the P a l times i ' 5 The Con m l u i I I i I job site at all _ 14444... ! ..... i........... 0 6. The drawings are not to be scaled under any circumstances. ,.. .- !4444. ....j I ! I n procedures I j 7 It shall be the Contractor's responsibility to ascertain all prevailing I j ! I i including storage and toilet facilities,protection of existing work to remain,access to - ? - - ------{ { 1 ! r work area, hours of permitted work,availability of water and electric power and all I i I i t ! ' 7 I j �_-44.44- �__--__-; r__........ t.._....__...; -_._._; ,_____.: F......___.. ;__ � this particular oc tion in order to execute th - r Ic 8 Th Contractor h II k th I ee ces arrangements to utilities and services other conditions Ions an restrictions Ions or Ia e t e ------- work in a careful and orderly manner with the least possible disturbance to the public. I t disconnected while .......... 1........... i 4444..j - - - .. -- -- __ ' _- ---- ........., �....-.._ ; ;4444--4444. _._; eperforming k a I'__ i temporarily a pee eng the worn s required. ! ; i : n n "' ' I , ! i 9. The Contractor shall provide all dimensions and cut-outs for other trades. I _4444.; -.........., _4444._.. 144.44.! i._...........� i..__.._.. -� I'----'--{ '"-----' i- ; '- I---- - I -- ----� - --I � -- �--- - he Contractor shall provide proper shoring and bracing for all remaining structure , sting structure. i 7 ! prior to removal of existing 11. Plumbing, electrical, HVAC and similar work shall be performed b licensed I ! : I persons who shall arrange for and obtain II ! I : P 9 a required inspections.The General f I `�° .._....._..- �_._...._.I ...... (......_.; _ _ ___ _ Contractor shall be responsible for scheduling all other inspections as required. I i : . ___ l I 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to ; provide construction safety means and methods. I i I I- i ! I i I { ..,4444; _-.-.., F...............: ,..............{ _ _ E .. !........ 'r--.. PATIO _i : I 7 : , f JJ i I i I I i I N� I NEW ; EST i : : CONSTRUCTION NOTES ; : _ 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. --- - - -- -- h f i' ' - I-- Poured concrete shall ave a minimum psi o 2800 at 28 days unless noted. ; I I i 3. Sill plates shall be reserved treated : p p ated wood and be installed above a 16 oz. i ; _i I I i copp r termiteshell . I ! I I I 4. Shinglesiding shallconformto ASTM D 3679 and be installed in accordance h the t Building Code dmanufacturers _. 444.4.. _ __- __-- __..-! _-- -- �_-- State w I g o e an ! I ! I _ fI ' , i i � ! 4444 I i i I j j 5. PilingseshalW eoi stalled by a licensed contractor to a depth and agreed : I i Igsa 9 9 6 on by an engineer and certificatesshall be issued stating me ! " . Unless otherwisenotedall framing and astructural wood components shall be : : ;..........-.! ;.._4444._ :4444_... .........__I ............: 4444. 4444 4444. ... _... __ ... 4444- .__ --._ .-.. 4444 ! � 2 or better Douglas Fir. I {... i i...- I ( 7. All framingtechniques and methods shall be aprescriptive 4444 ... , 7 F Wood Frame Construction Manual for One andtwo Fmil design D elli based s WFCM I Y 9 , i I I: i �.... 4444. - _ --! or as specified in R301.2.1.1 ! I i 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance 3643 Ff ° with NYS Code R 602.8 to form an effective fire barrier between stories and 36'-4" 223,DR 3@3D SL ° � � ,33 DH ,,,,D" between the top story and roof space. BAY WNDOW 10. Protective panels shall be provided for glazed openings in accordance with EWRYROROH 0 NYS code R301.2.1.2 if they are required. • BH ER TUB W/ SHOWER 11. All portions of the new structure are designed to comply with localgeographic • ,°',62•°" 20-.52•DH R.THaM.., p 9 P Y i'-O-.8'-0'OVERHEAD DOOR D'-O'x,-0 OVENHEPD DDDR and climatic criteria as stated in the following table. uR 4 R:s O '� �+ xrtCREN nNwc RM •pcLc¢E* LNEN BEDROOM It IIS GEOGRAPHIC & CLIMATE DESIGN CRITERIA II GROUND SNOW LOAD 45 psi WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B 4'.-S'-,•SL.DR °-x6'-B•SL DR WEATHERING SEVERE QDBET `LOSE' FROST LINE DEPTH 36" TWD CAP WRAGE fIRERLAGE CLOSET TERMITE THREAT MODERATE TO HEAVY 1'-O.6 BL Da tia� g s>ss DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 1 , FLOOD HAZARD AS NOTED L�saM BEDROOM fJ @EDROOM Ii A 101 FOUNDATION/BASEMENT PLAN DN,R ER T LE LM O � A 102 FIRST FLOOR PLAN ,'-o-su0 BL DR A 103 ELEVATIONS 2643 DH 4047 FIXED 2643 DH 2-.,3J L. J633� A 104 SECTIONS & INTERIOR ELEVATIONS EXISTING FIRST FLOOR PLAN 9.4.17 1/8" • V_0" FLOOR PLAN SCALE AS NOTED NOVEMBER 4, 2017 �� NEi�. ). �FR�- P DEDx * nth ' sem * REVISED 7 .31 . 18 � A102 cP�OA,y° 0 2�` SS . START . 2 OF 4 permits draftingexpediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 GARCIA/SMITH RESIDENCE -I- :L 'T r':T'z:t_r r.r _� 405 BIRCH LANE L i t A-rTr TT Lrw�=r_x_r. _rl": =x1: U T C H O G U E N .Y. ..... ..................................................................� ____._...----....._..-_..__.. ---------._._.....:::..::::-:: "r.:"-- ----z:c:._.:.r.:-:.-:..:.:-.::::_::_:c: '_-,_T"`"1:'_.r.x-r:"1:'-_.`:'-::"'.1'-;-:.:...:.:_:._"_____.:.-....-............._. .:-:: :r:................ _ ------------------------ ------------- --------.. ..L- __ ---.._:r_ra__.....-x::__cc�:r_ ---........_..__........----� .._....___._.............-_._........ ---- .-- - .. .. ... ....... . -- ------ .. .. _ .........._........ . _. A , A__... .. -- SINGLE FAMILY RESIDENCE ':-::__:____- _: :___ :-___:___=-:__::__ -.-: - :-_- ______::-_: _:_,._:_:_ --:---------__---________________<i-___ ::___:.: :---::::::_:_-::_:__:::_:_ . ___:_______-_= =_______:::-:::::- - ------- . : _--::-___--_- __-_: _= --------------- _ _____ -_;:__:_::-. _.:_- ___---:_. :__:-_------_------ SCTM# 1000-83- 1 -28 _:_�- - ------ --:::_ - - - - --- - -- - - ::_ - - - -- ---- - - NEW REVERSE GABLE LIV. RM...._ -- _.-- - _............._........ ------------ -- - - -------. __......._..............______ _.......-.....................__.. __..... .................. ....... _....._..........._."----.. .....____....-----._.__..__........_____-_............._...._......__-........... EXISTING ROOF STRUCTURE T REMAIN._....---------. .._...._...___ ___....---------_ _._.......__...._.....__ ___-----•----....._.................. ....................._.._. ...._... ............. ------------...__..........-- -:-::c:=.=-.-s---=:.:.-:.:.-::..._:--::::-::-:-:-:n.:-r----r-.-::--...._...:-.: ::-:............._ . -r: -.::-".r_:.. -.1 -7._::__:.:::._.....___ _._....__�tr.�--:. .---.-':.cc-cc-::.=-'_.:.:.-.::".::r:-r-:'rxr.............-......-------.a.-----:-........ _.."--.—.::.-.-._'.:.-.:.:.'.:.--:.::=-.--:.-:-----.......__._.....czz:•'-.=:.:z_.-.:.-=-:rs-.:._._-.._s:.--c_-----z:.-._W--- _-.._---:_--r.---::.::.:.-__._.__.,r..----rc:--:.:::.:c:..-::::.r::.:.:::.:.:.-:.:.-.::...-._' -:--:.:z-::.-':.:.::r--,:r.............::-.:-.--:- r..rzz-r-:-.-.::-cr---:......_---... --'--- ` - - __.. ONE R 40 .33 ACRES - ...._ REPLACE R00F RAKE BOARD W/-----------.. .. _. -_—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��---- - _. ...__._ ___-�_.-. .,.;.,..^...�..• .. .......,..................... :....__-:.^^^^r^,..,,.,....,....".r:rc-:^.•"^^::::c._...."....... ,.,..,".... :x-:--:-,.....__.....,.,,,..............�....... ,..w....,�..,.__..:":: .:.-...--.__..__._.-.. ..____.......__....__._ .._..-----..._...._._...._....___............_......_........... ....._.........._ _._.c-�_c_...... __.._...._...-_"--............ ......_......_.�......�..... .... ..._......__..._._..._......__........._........_ ._.._..._...._.-.... -___......._............ ..............._.'"_".;.-. .......-...-.............:........ .....-........... _-- .. ."�.^..,...^-re.... . . ... .. ....___._...__......................_-r.^--"""=..:_.. ......--..__......._.....^.»...-.- _._ ._......._. __ ... _ _w REPLACE EXIST WINDOWS W/ NEW. ADD NEW SLID. GL. DR. _. ---_— -- --------------------------- EXIST. GARAGE ROOF - NO CHANGES.:.......................-----_...--- ----------------____--- FIXED pp. REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. —.�. ........... _. — CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. --------__ .. ....................__..._-........ ...---..__........__....__......_.. .... ............_._. .._..._....-..... _ ADD WHITE VERSATEX CASING \ — REPLACE EXIST. PLUMBING FIXTURES. CONVERT BEDRM. TO .... ... . @ NEW WINDOWS & DOORS � FIXED � � \ � FIXED \ FINISH W/ WHITE SCREWS 12'-0" Sill. GL. DOOR MASTER BATHROOM & CLOSET. REPLACE GARAGE DOORS. (NO PAINT) NEW ,as/cxla xlas / NEW TK245 / NEW ,45/cx14 X145 ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING OVER KITCHEN AND LIVING ROOM. ADD EGRESS WINDOWS EXIST. CEDAR SHINGLE SIDING NEW 24 \ / \ / \ / TO FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & � \ REPAIR AS NEEDED REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. —.. . .. . . ----- ---- --...... ..... ----- ----- _.. _-.... . _ EXISTING PROPOSED 1ST FL. 1750 SQ.FT. SAME — NO ADDITION i, BLUEsroNE PATIO FIN. BASEMENT 929 SQ.FT. SAME — NO ADDITION UNFINISHED 821 SQ.FT. SAME — NO ADDITION BASEMENT SAME — NO ADDITION SOUTH ELEVATION ( REAR ) GARAGE 562 SQ.FT. 1 /41' = 1'-0" 1 1 .4. 17 DECK 368 SQ.FT. 884 SQ. FT. PATIO REVISED 7.31.18 GENERAL NOTES 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and best trade practises. 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required L._...r;'1:.,_1_ ::_ permits. A..................... 1_i r =Lrz r-" i" = 3. The Contractor shall visit the site and verify all dimensions and the existing r....:..,...1. ....:.:..':; conditions affecting the work prior to construction. Any discrepancies which would a_,-•- 1_ra...i_l.r..r-T - T: "";r =';: interfere with the satisfactory completetion of the work described herein shall be "'= __ -r. reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify construed as an acceptance _......._._..__... ..........._.. ............................._.. ...._ the owner or architect of unsatisfactory conditions will be .NKITCHEN - _... ........... ..... .-..__._... RM. — :----- ' ---------------------------_ _..-- _ ................._..___...._-.-_-..._._...___.._. _.... ---------_-- of the conditions to properly y the required work -------------- _.---.,_.- EW REVERSE GABLE @ NEW REVERSE GABLE @LIV. :-::""-:::NEW REVERSE GABLE @ LIV RM.sc"'""' EW REVERSE GABLE @KITCHEN -----.---__ 4. All WOfk IS t0 conform t0 the drawings and specifications of the architect and =:..,__::::::::-:,:::_ ..... engineer consultants. _... ------------------------------------- - - - -' s to maintain a complete and p to date set of plans on the 5. The Contractor iu REDUCE EXIST. ROOF _<.::::::.::: ................... _.... :-" —._..._ -- job site at all times OVERHANG WHEN BAY 6. The drawings are not to be scaled under any circumstances. WINDOW IS REMOVED EXIST. GARAGE ROOF - NO CHANGES 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet faci I ities,protection of existing work to remain,access to C , work area, hours of permitted work,availability of water and electric power and all / \ other conditions and restrictions for this particular location in order to execute the ADD WHITE VERSATEX CASING / \ \ work in a careful and orderly manner with the least possible disturbance to the public. @ NEW WINDOWS & DOORS NEW CX135 EW CX135 8. The Contractor shall make the neccesary arrangements to utilities and Services FINISH W/ WHITE SCREWS \ / temporarily disconnected while performing the Work as required. (NO PAINT) \\ // 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. EXIST. CEDAR SHINGLE SIDING 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed REPAIR AS NEEDED persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. NEW BLUESTONE STOOP NEW BLUESTONE STOOP 12. The Contractor is solely responsible for construction safety and shall hold the & PATIO & PATIO owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. CONSTRUCTION NOTES EAST ELEVATION 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. WEST ELEVATION ( SIDE ) ( SIDE )-) 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 1 /4" = 1 -0" 1 1 .4. 1 7 1 /4" = 11_0" 1 1 .4. 17 copper termite sheild. REVISED 7.31.18 REVISED 7.31.18 4. Shingle sidling shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and r� r_I_rr_r between the top story and roof space. r r�r TL 10. Protective panels shall be provided for glazed openings in accordance with LT Ca 7; T "i" L L� NYS code R301.2.1.2 if they are required. r .i_ —-----.. ------------—_ ..........................._....... ....._.... 11. All portions of the new structure are designed to comply with local geographic .. _._.. ... .._............. _._ _............_..._......_.............. .. ....... - ..........-............E..X..I.__T.I.N._.G. -- - ._... . _- - -_.-:__.`_:_-,..:.,.-.......- ......-...._-.._..."--- __. _.._-............................_--- -_........ _ ------- _. _......._..__......__. ......... ----=-----. .- -- ---------. . ----------------- ----................................_.---"------ ....._.....-- .............._._....._..---...._...._......----........._......__... - - _.._.... _..----- ---- - - - - - - ---- ---_-. - an climatic criteria as sae m e following table. ...... --------.. .._. - - - ------ . - - ERIA. - - - . -.-_........ - __......_.. .. RAPHIC & CLIMATE DES IGN CRIT ROOF STRUCTURE TOREMAIN - ............... _..._......................._........- ._......_._..............__.... ------ .........._............... ....._........... _... --------... --- - ------------- ------------ - --- _.-_...._ ... ----------_._..__._...-----.._ .............--_.-------..............------_._-.____............ __......................_.........._..................... _.._... _.. _.. _._... .__..--- ----- =________- ::,_-.._.._._.__.:::::_: = :_ .:::::.....-----:. ::::__,_ -" -__":-::::::_:_::_.-:_.:___--_----------------------- -_--- - -- - --- - - - - - - - - -- -. -- - W LOAD45 psl ------...................._...... _........._............_............................ - --__- -- ____=_________- _-----_ ___-_ -___ _- ---_ _ -- - - ----=---_----_----. -- -- - - - - _.._... WIND SPEED 130 MPH _- «<_.. _ _00, -- ..... _..... ..-.-.-.................................. ...... --" - ------------ _ EXIST. GARAGE ROOF - N CHANGES ---- - -------- ---- ----_.-.._ ---------- ------- N CAT ATGORY_ _ .. .. ... .............................. _..._. �... .._........... FIXED _..._._.....---.__..____....._..... _...___..«_.. ___..______ WEATHERING SEVERE - -- - __- --- --..-�-- - -_...- ------------ --------- --— — FROST LINE DEPTH 3 6.. — — — — — — — — -1 TERMITE THREAT MODERATE TO HEAVY EXIST. ROOF OVERHANG IN THIS AREA TO BE / \ ADD WHITE VERSATEX CASING DECAY SLIGHT TO MODERATE \ REDUCED / \ @ NEW WINDOWS & DOORS WINTER DESIGN TEMPERATURE 11 / \ FINISH W/ WHITE SCREWS CN t35 CN 135 CN 135 Cl, 35 NEW CX2 CASEMENT (NO PAINT) FLOOD HAZARD AS NOTED \ / 7717 ENTRY DOOR 7_1 NEW 16'-0" C TPAY "AVANTE" ALUMINU GARAGE DOOR A 101 FOUNDATION/BASEMENT PLAN A 102 FIRST FLOOR PLAN EXIST. CEDAR SHINGLE SIDING A 103 ELEVATIONS REPAIR AS NEEDED IffiZool— A 104 SECTIONS & INTERIOR ELEVATIONS FLOOR PLAN �E �Ewy Opp SCALE AS NOTED NOVEMBER 4, 2017 NORTH ELEVATION ( FRONT ) REVISED 7 . 31 . 18 1 /4" = 1'-0" 1 1 .4. 17 2� •. �'��``� '� A 103 REVISED 7.31.18 Fp �'o R� 72- / c� pS h�M AR�FES51flNw oress 1STA RT '�;" 3 OF 4 1 permits I drafting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 GARCIA/SMITH RESIDENCE 405 BIRCH LANE CUTCHOGUE N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-83- 1 - 28 ZONE R-40 .33 ACRES PROPOSED: REPLACE EXIST. WINDOWS W/ NEW. ADD NEW SLID. GL. DR. REMOVE INTERIOR PARTITIONS & CLOSETS. ADD NEW KIT. CABINETS & COUNTERTOPS. ADD NEW FIN. FLOORING. REPLACE EXIST. PLUMBING FIXTURES. CONVERT BEDRM. TO & CLOSET. REPLACE GARAGE DOORS. EXISTING RIDGE - NO CHANGES EXISTING RIDGE - NO CHANGES ADD GARAGE WINDOW. REPLACE CEDAR SHINGLE SIDING AS NEEDED. ADD REVERSE GABLE ROOF W/ OPEN CEILING NEW 3-1-3/4"x14" LVL CONT. RIDGE NEW 3-1-3/4"x14" LVL CONT. RIDGE— OVER KITCHEN AND LIVING ROOM. ADD EGRESS WINDOWS 2x8 RAFTERS @ 16" OC 2x8 RAFTERS @ 16" OC E IST. OFF MING 2x8 RAFTERS @ 16" OC EXIST. OFF MING TO FINISHED BASEMENT. REMOVE EXIST. WOOD DECK & @ REVERSE GABLE @ REVERSE GABLE N CHANGES @ REVERSE GABLE INCCHANGES REPLACE WITH BLUESTONE PATIO. NEW HVAC SYSTEM. R CEILING @ GABLE TO BE FIN. CEILING @ GABLE TO BE FIN. 3-1-3/4"x14 LVL (CLAD) W/ 1X6 T&G CEDAR 3-1-3/4"x14 LVL (CLAD) 3-1 -3/4"x14 LVL (CLAD) W/ 1X6 T&G CEDAR ON 3-1/2" STEEL COL. ON 3-1/2" STEEL COL. ON 3-1/2" STEEL COL. EXISTING PROPOSED TO CONC. PIER TO CONC. PIER TO �CONC. PIER 2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) 1sT FL. 1750 SQ.FT. SAME - NO ADDITION 2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) i I ( 1 �" FIXED _,._.. ......:..._�_...._.L__.. ___:.._..,_._�_... i a a FIN. BASEMENT 929 SQ.FT. SAME - NO ADDITION ......_._i.............._..__..__.......i...-..__.. -._ .._'..: :. _.-. CR. MOLD. 3-1/2" STEEL COL. I ( 31/2'° STEEt....COL:'_ "..I" """ .:a.. UNFINISHED 821 SQ.FT. SAME - NO ADDITION I ( . .a -I----"--,-•- i : __........ ........... L --- 562 SOFT. SAME NO ADDITION TT ----i---� � - GARAGE OPEN TO KITCHEN OPEN TO KITCHEN BEYOND I I I" -' ,....L-." """`....`..1""1- OPEN TO ENTRY — - — — — — �W CX2 CASEmtI T / \ DECK 368 SQ.FT. 884 SQ. FT. PATIO NEW Q'IN 235 I ' GENERAL NOTES : T � 36" COOK-TOP 1. All work shall conform to the requirements of the Residental Code of New York __..1....-._-......._...._ v Ll �: �-- --1 0o q ,..._-..__�_.._.....r 1 i _..... - - - I o00 000eo State, County an own Department Regulations, Utility Company requirements and � I I I I � 1 - - ,- best trade practises. o p �_--__-- 2. Before commencing work the Contractor shall file all documents required by the I 1_ I: : 0 Il ISI ---,----i---�------- EXIST. BAR I I ISLAND - r-- -r-1 - -_- ---- ❑ CABINET LAYOUT BY OTHERS Building Department, pay all fees required by local agencies and obtain all required BEYOND FIREPLACE permits. I _..: .-r....I......:.:....1:.== _......_�1_._ _.. PLEASE VERIFY ALL DIM. ON SITE I r l T 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and engineer consultants. SECTION # 1 LOOKING FROM LIVING ROOM INTO KITCHEN 5. The Contractor is to maintain a complete and up to date set of plans on the ELEVATION # 2 LOOKING INTO KITCHEN job site at all times p 6. The drawings are not to be scaled under any circumstances. REVISED 7.31 . 18 REVISED 7.3 1 . 1 8 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. EXISTING RIDGE - NO CHANGES 12, The Contractor is solely responsible for construction safety and shall hold the EXISTING RIDGE - NO CHANGES owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. NEW 3-1-3/4"04" LVL CONT. RIDGE "' � EXIST ROOF FRAMII,G 2x8 RAFTERS @ 16" OC EXPOSED RIDGE _ 1 CONSTRUCTION NOTES NC CHANGES @ REVERSE GABLE — - - CEILING @ GABLE TO BE FIN. II footings shat rest on undisturbed s a a minimum of 36' below fin. grade. 1 A Ioil t u ' W/ 1X6 T&G CEDAR _NEW RAISED CEILING - FIN. W/ T&G CEDAR_--__--_____.___._-____.::___ ___._.__. ...-_-_____ . .-__-_.. ____.____ -___..._ ._ 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3-1-3/4"04 LVL (CLAD) 3. Sill plates shall be preserved, treated wood and be installed above a .16 oz. ON 3-1/2" STEEL COL. = -- — --- -- — -- -- -"-----...." --... """- -"-------"- — — -"" "- -"- "--- ----.—. -_ ----- - —"- copper termite sheild. TO CONC. FOUNDATION_Nll2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) 3-1-3/4"04 LVL (CLAD) 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. FIXED it5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 2- 1-3/4"x9-1/2" COLLAR TIES (CLAD) 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. / \ 7. All framing techniques and methods shall be as prescriptive design based on / \ FIXED AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) / \ 12'-0" SLID L. DOOR 3-1/2" STEEL COL. ( CLAD) or as specified in R301.2.1.1 / \ GARAGE DOOR/ 8. All building envelope components shall comply with Chapter 6 of the Energy NEW X145/CX14 X145 \ TO MASONRY FOUND. Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with \ / NYS code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE ELEVATION # 3 LOOKING FROM KITCHEN INTO LIVING ROOM ELEVATION #4 LOOKING SIDEWAYS IN LIVING ROOM TOWARD GARAGE WALL WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOT-Lau REVISED 7.31 . 18 REVISED 7. 31 . 18 A 101 FOUNDATION/BASEMENT PLAN A 102 FIRST FLOOR PLAN A 103 ELEVATIONS A 104 SECTIONS & INTERIOR ELEVATIONS FLOOR PLAN � �FDEER,yo SCALE AS NOTED NOVEMBER 4, 2017,5 0 REVISED 7. 31 . 18JL A 104 °A�°• �Z� `� �� ress � �. Rp L FES . START[ 4OF4 permits drafting expediting PO BOX 49 JOAN C HAM B E RS SOUTHOLD NY 11971 631-294-4241