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HomeMy WebLinkAbout44456-Z �O�Qg11ffOl�cy Town of Southold 6/23/2022 P.O.Bog 1179 o • rft 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43182 Date: 6/23/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2895 Wells Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.4-13 Subdivision: . Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/7/2019 pursuant to which Building Permit No. 44456 dated 11/25/2019 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: single-family dwelling with unfinished basement,front stoop,rear patio and attached garage as applied for. The certificate is issued to Kelly,Daniel&Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0089 4/26/2022 ELECTRICAL CERTIFICATE NO. - 44456 11/18/2021 PLUMBERS CERTIFICATION DATED 6/17/2022 a itu Plumbifi u ori d ignature i TOWN OF SOUTHOLD 4�g�FFD . BUILDING DEPARTMENT Co. a TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44456 Date: 11/25/2019 Permission is hereby granted to: Kelly, Daniel 808 Brixton Cir Simpsonville, SC 29681 To: demolish existing dwelling and construct a new single-family dwelling as applied for per ZBA, Trustees & DEC approvals. At premises located at: 2895 Wells Ave., Southold SCTM # 473889 - Sec/Block/Lot# 70.4-13 Pursuant to application dated 11/7/2019 and approved by the Building Inspector. To expire on 5/26/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,107.20 CO -NEW DWELLING $50.00 DEMOLITION $921.90 Total: $4,079.10 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. `7— 1q' New Construction: V Old or Pre-existing Building: (check one) Location of Property: k c 3- V � s 4Z W C__ HouseNo. Street Hamlet Owner or Owners of Property: .11?14? r @ <t ��e c7 )re- ��y Suffolk County Tax Map No 1000, Section 70 Block Lot /3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ XhTri—cant SIgnature CONSENT TO INSPECTION /C C4 the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned N(are)the owner(s)of the premises in the Town of Southold, located at a R 95- We-//s f Ile— which /ewhich is shown and designated on the Suffolk County Tax Map as District 1000, Section I d ,Block 4/ ,Lot /3 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: 19 U I ;,7.; �Prm That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: �� ' .f= /� ell) � ^ 4� (Signature) 6L (Print Name) �.\(Signature (Print Name) pf SO(/r��l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a)-town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Kelly Address: 2895 Wells Ave city:Southold st: NY zip: 11971 Building Permit* 44456 Section: 70 Block: 4 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Carazzini Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 92 Ceiling Fixtures 25 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200X2 A/C Condenser 2 Single Recpt Recessed Fixtures 45 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Dual Ceiling Fan 4 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 64 4'LED Exit Fixtures Pump Other Equipment: Fridge, Dual Fuel Oven, DW, W/D, Micro, Hood, Jacuzzi Tub, (2) 200A Panels - 42 Circuits , 200A Transfer Switch Notes: New Two Story Inspector Signature: C Date: November 18, 2021 S. Devlin-Cert Electrical Compliance Form wn:ffial Aniiex; 'Telqphdhe:(.031)765=1802 541.5-W': 'gbz�d:: r. rx ...... ..... ... . . ... ................... Fax: 5 63:1)7-6 --9025 .............. ........ ;P.Q-.BOXI 119 S0116pld,RY'I iO -6§� .. . ....... BUMD iNGDFI?ARTMNT TOWN OF.'S.Ot"Mb 11 1014 Z&1 �//v 4®4 OA- T 1t.-7 Building PermitNO:. NO' :. Vi7k7 SVS - ........................... Own.er-, AAA '-- ea J90 J1- :.:..Plumber: ". "� 9.'*.:1: - -::-: � ........................ :(Please print) J cettifY.-thatho:solder.used-iwthe:water s .,O up ly-systemiogtains.-less-thgn:-2�iO..oti��.,..: . lead. Sworn to before,me Viis 'I day of . ............ ................... .. ...... CHELSEA L. CHALONE Notary Public,State of New York Registration#01 CH6287106 Qualified In Suffolk County No Public Commission Expires Aug.5,20 29, .... ............ ..................... ................. ...... .................. u aoe souls # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE`RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: V DATE INSPECTOR OF SOUjyO� Ll Ll 5_6 -e-2,6 416- \A/el f-AC. # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�nurm � 765-1802 : INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] :FOUNDATION 2ND [ ] -INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PREVO REMARKS: - o K DATE q IV INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. `ycnuxn��'' 765-1802 1 NSPEC ION [ ] FOUNDATION 1ST OUGH PLBG. [ ] FOUNDATION 2ND , [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: �ovr& U� 2 ,/ Pyi RZ, :f)q DATE ZO INSPECTOR 4A k--- 2 SOpI�, # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ ROUGH PLBG. 'l f �G�✓�P� [ ] -FOUNDATION 2ND [ :. ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE (W)AINSPECTOR �1 OESOUIyO� Ll 1 1 H 5,0 Z.& l 5 we //L * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ -1 ROUGH PLBG. [ ] FOUNDATION 2ND [ - ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE INSPECTOR �o��uf soulyo� L4 q e-t ez'e"9" - # # TOWN OF SOUTHOLD BUILDING DEPT. `�couxn ' 765-1802 y: INSPECTION [ ] .FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION,-2ND [_ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: o) tJll\t r-C&I I DATE P. . IdI4 INSPECTOR pF SOUTyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ "] FIREPLACE & CHIMNEY ° [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ( in f DATE L 2 I [ S Z-3 •- 2 ® Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test PASS Your Result: 0.98 ACH50 (468.89 CFM50 * 60/28800 ft3) Target <= 3.5 ACH50 Test Information Test Name 2795 wells ave southold Test Date 2021-11-20 09:32 AM (UTC-5) Export id RYNIRXCL Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 2795 Wells Ave City Southold State NY Zip/postal Code 11971 Country United States Year Constructed 2021 Elevation 10 ft Address Verified? Yes Building Latitude,Longitude 41.058290,-72.423383 GPS validation Latitude/Longitude: 41.058273.-72.423542:Accuracy. 305 ft Estimated Distance From Address 33 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions �s Pre-test Indoor Temperature 60 °F Pre-test Outdoor Temperature 45°F Wind Speed 0 MPH Average Barometric Pressure 85 kPa Test Dimensions 090 Conditioned Floor Area 3600 ft2 Volume 28800 ft3 1 Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 0.977 Induced House Pressure -78.61 Pa Corrected Flow 426.26 CFM @ 50 Pa Adjusted Flow 468.89 CFM @ 50 Pa Intercept 33.523 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline 28.68 Pa Depressurize Results Air changes at 50 Pa,nso 0.8881 /hr Air leakage rate at 50 Pa, qso 426.26 CFM Effective leakage area at 4 Pa, EfLA4 23 int Specific effective leakage area(floor)at 4 Pa, ELAR 0.0065 int/ft2 Normalized leakage area at 4 Pa,NLA4 0.0086 Baseline Pressure,Initial (Pa) 28.1 28.2 28.4 28.5 28.8 28.8 28.9 29 29.1 29 Average baseline, initial AP o1 28.68 AP 01_ 0 AP 01+ 28.68 Baseline Duration 14 seconds Building pressure (Pa) -49.93 Induced pressure(Pa) -78.61 Fan,Pressure[5000- 134] (Pa) 89.67 Total flow qr(CFM) 585.61 Measured flow qm (CFM) 579.99 Total flow through envelope,qenv(CFM) 563.23 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 33.008 33.008 33.008 Intercept, CL 33.523 33.523 33.523 Slope, n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems, including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative Note: For example undampered combustion air or make-up air openings shall be left in their openposition). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition, if there is a Confirmed seasonal cover present, it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in"pilot only" mode for the Confirmed duration of the test. 3 Retrotec rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficiency program.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - B1 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= IPrBj-PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP=fan pressure,RP=room pressure Range N K K1 K2 K3 , K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 138 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP- RPxK1)"x (K+ K3xFP) xK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= (A x FP3) + (BxFP2) + (CxFP) + D +( G-RP) xF) 5 FIELD INSPECTION REPORT "DATE COMMENTS FOUNDATION (IST) y --------------------------------- FOUNDATION (2ND). z A As An WA ep 0 01 y ROUGH FRAMING& PLUMBING y . SAS 0 0 fill INSULATION PER N. STATE ENERGY CODE FINAL r ADDITIONAL COMMENTS pec, sa , oo rec- 00 0 X QN 1^ N �o ' a b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? `-rONVN HALL Board of Health SOUTHOLD,NY 11971 —4 sets of Building Plans TEL:(631)765-180Planning Board approval FAX:(631)765-9501 —Survey. Southoldtowuny-goV, PERMIT NO. Check Septic Form —N.Y.S.DRC —Trustees C.O.Application Flood Permit Ex—fined__- Ngle&Separate ' Truss Identification Form Storm-Water Assessment Form Contact: )0 Approved_ b '20 ib4ai�to: Kul, Nam Disapproved a/c .. Phone:,Y)(. ?7-C1 13 Expiration 120 But ingInspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This applicat on MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the pome I ises 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 buildiri I g 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 OrdinanFe 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 com1p ly with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signatuni offp-plicant or name,if a corporation) C_L 5;Ilp-5"., ;//.r 'r. C. 99'66 1 (Mailing address bf applicant) State whether applicant is owner,lessee,agent architect engineer,general contractor,electrician,plumber or builder Name of owner of pro mises 12 A r4;C 4 It 11v (As on the tax roll or latest d6ed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No.I Plumbers License No Electricians License�0. Other Trade's License No. 1. Location of land on which proposed work will be done: ap ?s- I - W'ell_5 19 t/ _ - House Number Street 70 Hamlet County Tax Map,,No.1000 Section Block L4 Lot f .• Subdivision �� �7 e // iled Map No. O� L W Cot • 2. State existing use and occupancy of premAes and intendeA use and yccupancy of proposed construction: a. Existing use and occupancy. %C y 0 C''j P-,? / b. Intended use and occupancy ►t '"1 D t` -�--SS -01 C 4 t,'& / 3. Nature of work(check which applicable):New Building r�/ Addition Alteration Repair Removal Demolition ,/ Other Work (Description) 4. Estimated Cost .J 006 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 G ? + /01 Rear CL 0 Depth—C9 Height f Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height — Number of Stories 8. Dimensioggs of entire ne construction:Front Rear C Depth r 8 Height 3 a`Z '� Number of Stories ! e� 9. Size of lot:Front �'S Rear j `1� �• � Depth 'O a-30,7 10.Date of Purchase J-� 0& Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES•OrNO041 11l excess fill be removed from premises?YES ✓NO 14.Names of Owner of premises Xe-11 Address S-op,osoe✓r//e Phone No. S-14-A Name of Architect Address S, c. 224?1 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.PERMIT$MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES V NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES [/ NO *IF YES,PROVIDE,A COPY. PA- STATE OF1 WA4*9RK+ SS: COUNTY OF____j lY e•C x u I 'e, 1 S� • h`Q_ 1 1 being duly sworn,deposes and says that(s)he is the applicant (Name of//i��ndividu''al``signing contra,q)- a name end, (S)He is the W h-�'f���� Ul,- /`tC)C�a•��'YP' (Contractor,Agent,Corporate Officer,etc.) e'•.y O My !� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;.-2 Commission O i that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be = I Expires performed in the manner set forth in the application filed therewith. (P16. 09/16/2025•.•2Q. 0 ''•4awN°'°• �` `` Swom to efo a me thisdayof C'n odlQt- 20-)?20CAF�0\� MVCommissiorr Expires Notary Public Si eofApplicant September 16,2025 m BOARD OF SOUTHOLD TOWN TRUSTEES r. SOUTHOLD,NEW YORK PERMIT NO.9530 DATE: AUGUST 14,2019 ISSUED TO: DANIEL F. &KATHLEEN M.KELLY PROPERTY ADDRESS: 2895 WELLS AVENUE,SOUTHOLD SCTM#1000-70-4-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 14,2019,and ly in consideration of application fee in the sum of$250.00 paid by Daniel F.&Kathleen M.Kelly-and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees,authorizes and permits the following: Wetland Permit to demolish existing 681x70'two-story dwelling along with footings and foundation; using rill that is excavated for the new foundation,fill a 21'x271 area to the seaward side of existing foundation and return to existing grade;abandon existing sanitary system and install new landward of dwelling,as approved by SCDHS requirements;construct a new 68'x41'single-family,two-story dwelling with attached garage further landward than existing and will be no closer than 101'from bulkhead;construct a new 161x281 masonry patio/deck on seaward side of new dwelling;install gutters to leaders to drywells to contain roof runoff; install new underground utilities,Water,natural gas and electric;excavate for a 161x34'concrete pool with a 31 wide paving stone patio on all four sides of the pool for a total pool area of 221x401; install pool equipment area and pool backwash drywell off the north west corner of pool; install 41 high pool enclosure fencing with gates to be installed along side yard property lines,and across the property approximately 201 landward of bulkhead; replace windows, roofing and siding on existing 1418"x351411 boat house; return property to existing grade when construction began; install a line of hay bales and/or silt fencing prior to and during construction;and to reutilize existing entry and driveway and to install drywells to contain storm-water runoff in driveway; and as depicted on the site plan prepared by Robert O.Barratt Licensed Professional Engineer,dated May 24,2019; and stamped approved on August 14,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 14th day of August 2019. f toga �R' Glenn Goldsmith, President �0®F S®�/j� Town Hall Annex A. Nicholas Krupski,Vice President ,�®� ®�® 54375 Route 25 P.O. Box 1179 Liz Gillll0000l ki Eric S Southold, New York 11971 y �a � Elizabeth Peeples �, Telephone(631) 765-1892 Fax(631) 765-6641 C®UN`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1922C Date: June 10, 2022 THIS CERTIFIES that the demolition of existing 68'x70' two-story dwelling along with footings and foundation; using fill that is excavated for the new foundation fill a 21'x27' area to the seaward side of existing foundation and return to existing_grade; abandon existing sanitary system and install new landward of dwelling, as approved by SCDHS requirements; construct a new 68'x41' single-family, two-story dwelling with attached garage further landward than existing and will be no closer than 101' from bulkhead; construct a new 16'x28' mason_ry patio/deck on seaward side of new dwelling; install gutters to leaders to drywells to contain roof runoff, install new underground utilities water, natural gas and electric; install 4' high pool enclosure fencing with gates to be installed along side yard property lines and across the property approximately 20' landward of bulkhead; replace windows roofing and siding on existing 14'8"x35'4"boat house; return property to existing grade when construction began; install a line of hay bales and/or silt fencing prior to and during construction; and to reutilize existing entry and driveway and to install drywells to contain storm-water runoff in driveway; At 2895 Wells Avenue, Southold Suffolk County Tax Map #1000-70-4-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 2, 2019 pursuant to which Trustees Wetland Permit#9530 Dated August 14, 2019 was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing 68'x70' two-story dwelling along with footings and foundation; using fill that is excavated for the new foundation fill a 2 Px27' area to the seaward side of existing foundation and return to existing grade; abandon existing sanitary system and install new landward of dwelling, as approved by SCDHS requirements; construct a new 68'x41' single-family, two-story dwelling with attached garage further landward than existing and will be no closer than 101' from bulkhead; construct a new 16'x28' masonry patio/deck on seaward side of new dwelling; install gutters to leaders to drywells to contain roof runoff; install new underground utilities water, natural gas and electric; install 4' high pool enclosure fencing with gates to be installed along side yard property lines and across the property approximately 20' landward of bulkhead; replace windows roofing and siding on existing 1418"x35'4" boat house; return property to existing grade when construction began; install a line of hay bales and/or silt fencing prior to and during construction; and to reutilize existing entry and driveway and to install drywells to contain storm-water runoff in driveway. The certificate is issued to Daniel F. & Kathleen M. Kelly owners of the aforesaid property. Authorized Signature W9W YORKSTATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -Facility DEC ID 14738-04450 1} NYSDEC Approval .By acceptance of this permit,the permittee agrees that the permit is contingentupon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator: SUSAN AC h` :t Ral Permt�A�iministrator KRM egion -Address: NYSD.EC,, 1 Headquarters .. . • SUNY @Stony BrookJ50 Circle Rd Stony Brook,NY 11 90 3409 _ Authorized Signature: Date e) /tea x Distribution List Marini Habitat Protection '. EUq, NE R ZAMOJCIN r� C.i T : .«� .. Permit Components <.-_._.-,�_._s....=.s�-.f..�. ............__._,•_:.;.��,�_..:.:.:.,.s.�.=___.s�-: :.a..:�,__._.,;:_._..>z .:xw -_:ice" NATURAL PESOPEON,DITIONSrV GENERAL CONDITIONS,APPLY-TO ALL AUTHORIZED' W :. 190TIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -PeApply to the "'Li :�-.tea..>x.Y :_...::..:u.,:.....:.:"• :"::.�:::...,.::,.x ._.. .,.. _rmits:` 'TIDAI��V�ETLAND:S��, - ........x...-:.......---' ...F..a,...= �..Y:•3%n::t.xdu.,.-'....anr.:�3:�:X;!e�i::si`"s:5 1. Regula&d Activities Authorized By This Permit This permit authorizes only those regulated ures identified under the section Description of Authorized Activity.NYS � activities/strDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities,or legit'�"' a the existence of struct res,which would have required a permit but for which no permit_or other authorization has beealpoed by.NYSDEC. ". 2. Conformance With Plans�`AlLaptivities authorized by this permitpmusl�be in strict conformance with the approved plans submitted b 'ft-- licant or_a . .licant' ,a agent as art of the permit application. - PP P Y nPP.. :< �.�.P�, �" P P PP Such approved plans were prepared by Kenneth A Woychuk L.S.,last revised 6/13/2019 and stamped NYSDEC approved on 7/22/2019 . Page 2 of 6 0 -,-NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04450 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Is sued To: DANIEL KELLY ` KELLY PROPERTY-,ROP_ERY, 808 BRIXTON CIR 2895 WELLS AVEIS6TIVI#; 1000-70-4-13 SB4PSONVILLE,SG°29681 SOUTHOLD,NY 11971 Facility Locato in SOUTHOLD in SUFFOLK COUNTY Village: Southold , aYA Facility Priniiiipal Reference Point: NYTM-E: -716.524 NYTM-N: 4548.389 Latitude: 41°03'28.6" LongittVe: 72°25'23.9" 'f . Project Li'ocation: 2895 Wells Ave - Watercourse-Jockey Creek ., Authorized Activity: Construction of an estate fence. All authorized activities must be in strict:, confonWance with the attached plans stamped NYSDEC approved on 7/22/2019. (GRZ) SAP# I�U9- a 004 . * The portion of the property and project that are landward of the 14 foot elevation contour(NAVDf 198 ,gradual,natural slope as urvey/site lan pre y Kenneth M. Wo chuk, shown on the s ,,pared b `�� L.S.,last revised 6/13/2019,are beyond the�unsdiction of Anc�1e25 'Tida1`V�etlands: Be advised;iso construction,sedimentaffiftor,,disturbance of any kind may take lace-seaward of the tidak wetlands jurisdictional boundary, as indicaY&dnabove,without a permit. Flt is,i1r respoonsibility4o entire that all precautions are taken to prevent any sedimef tation Q-�oth alteration or disturbance to�uie grodhd surface or vegetation within Article 25 jurisdiction which may result from your project. Such: precautions may include maintaining adequate work area between the tidal wetland jurisdictional boun44 y and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence,ba�iier or hay=bale berm. ^.+•a,Fw:i t•:r:s:V:=.=z{5'1. ,,,>.a. :._u:.•o.-»^..:c{.v-- - - - = ..e_ 50.+ �wr.->.y� aC""+ :..+{.:.tT✓,"=tn;;,, _ _ ♦. ..-. .>.xa< ..-.:..:v z >.•.:£>b,:.>✓nxa,<w.il;�.=.>-i.'iw+i�a z........n.>F.`,�:"=:�� .>t�<�'.:wa"w wi7iSww:.,... ...-_:_++,¢-`'"k,e_�3L... .Ali.......=Yai'.E.s�N+sm...ae...i�Ve.r Permit Authorizations Tidal Wetlands-Urd .x Article 25 Permit ID 1-4738-044500004 .- New Permit ffective Date: 7/22/2019 Expiration Date: 7/21/2024 Page 1 of 6 BUILDING DEPARTMENT TOWN OF SOUTHOLD o s Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-I 802-FAX(63 I) 765-9502 Y Date 14- 4 SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of Name&Address of Applicant �/a/y; I �< Ce y — O OQ 6., Si Al 0, iv✓i, e ' C . 29Cg 1 has appli 'd to the Town Of Southold for issuance of a permit in reference to property located on the: N S (0 W side of �� �S' �✓e//S ,1� C.R. Distance N S E W Village -5o V U /0( Town So u N o1d As shown on the attached survey or site plan (3 copies needed), dated We shall withhold further action on this application for ten (10)business days for the aforementioned Section 239f Very Truly Yours, Building Permits Only Building Inspector Date: APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT. OF PUBLIC WORKS By: CHIEF ENGINEER o�SUFFO(,��o Town Hall Annex �� Gy Telephone(631)765-1802 54375 Main Road O Fax(631)765-9502 P. O. Box 1179 N = Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: _'A c .• 1C,qf1� lee� Location of Property: n gs Vell's 50 U I 01d IVY //q-71 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 1 �. Name (person submitting this form): ! Capacity (check applicable line): ✓ Owner Owner representative TrussReg15.docx Effective 1/1/2015 t v +�r2a �} S Y X't Y A1;f- n.a*.t.... � �` .' .t t•� �ct 13 S�`F 5r CSX � *T lrxi q. 3'Hr Sa zyr.'�Yy`fl.Y-r'i ,'a`;�'`Gt'✓'4-V••�.i` iirr -'>*��' ��tZ-'�rC.•€a jj" •i. Cpl y � ��� L•t• ivy• •_/X�•;x f.. nt )t �S,-�• }, T `'� .. - . „ •fie S , t. } FLOOR . A. INCLUDING GIRDERS • BEAMS ,~ w �� ; BUILDING DEPARTMENT-Electrical Inspector LJ �� J=AfV 1 3 2021 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 - `kwyaS°r IA Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �('J I!o�� Z z�'� ���G lire. Name: License No.: �// 9 j►� email: c Phone No: *-7q ❑I request an email copy of Celhificate of Compliance Address.: JOB SITE INFORMATION (AllInformation Required) Name: K II \ Address: 95 \401 Cross Street: Phone No.: Bldg.Permit#: qqq S.6 email: Tax Map District: 1000 Section: "7.0 Block: 4 Lot: �3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) A Sr✓r<<l rr' Check All That Apply: Is job ready for inspection?: u T S ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Informa"n: (All information required) Service Size 1 Ph ❑3 Ph Size: ® A #Meters Old Meter# New Service ❑ Service Reconnect Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION 0 � . Electrical Inspection Form 2020.xlsx 0 L BUILDING DEPARTMENT- Electrical Inspector �4�O COQ TOWN OF SOUTHOLD CD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 c rogerr southoldtownn qov sea nd(a�southoldtownn ov r ( Y g APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: j License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: ,-qV , Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Metei# EJ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 01 FJ2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 1 Switches Outlets GFI s Surface . Sconces',O�. . HH s UC Lts _-... . t._. .. . .... Fans .� a. .... _ _. ......_...._,ridge _.l .....:....._.. . HW..._(.. J"-U.,. . .... ._... .... Exhaust '17 ' Oven Sa � .. :.W/D Smokes , DW C- -b : .. . . ... : : ............_..,. Micro Co_ir�bo: Cooktop ......... .... ......_ .Transfe"r'; . AC AH 1 Hood Service` A:mps Special: Comments: "C—01/u Or U s I� C .�n. 4,f�' 1 i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD oy �� Town Hall Annex-54375 Main Road-PO.,Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # �`7.S i Date J 2020 Customer Name !v Electrician Name r> ZL Addressa Phone e-mail e-mail Phone License# c Size Li 00 A Phase Overhead Underground #of Meters Remarks #of Underground Lateralsl 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val'=a troZthe e above. Authorized by �o�SUFEO(KcoG� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 44�1 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate #_22.1_ Date U0 -01 2020 Customer Name Q Electrician Name I rS 1. LaLArU- Address I Phone 1 - a 5 -.S (p e-mail �b S T, e-mail TTC,1,CLbM1q4C01 opycrizon- - oc+ Phone Oji(p - - License# — E Size q 0 A Phase I Overhead Underground X #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v ' or 9 da the date above. Authorized by y Scott A. Russell S']r01KN v SUPERVISOR I��l[A�1vA�cG1]EA�](lE1vT SOUTHOLD TOWN HALL-P O.Box 1179 � '� 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) --- - -77 DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWING Yes leo THEM ALL THAT APPLY) ❑® 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. ❑ J C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. { ]❑ D.--Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. A: ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square- . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP: Complete the Applicant section below with your Name, _ Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witE—your Building Permit Application. APPLICANT:(Property Owner.Deign ProFsstonaL Agm ' S.C. . . Pe gn gent,Contractor.other) TM1000 Date:;: �._ NAMENiG 1 Keth, MeCA Aretli 70 &1i ^ @ &ction Block Lot FOR BUILDING DEPART.MINT USE^ONLY l6 769 371 ? ` Contact latarnution: • ?,•est CaeeEn, - - — — — — — — — — — — — — — — — ReviewedBy: Property Address/Location of Construction Work: _ _ _ _ _ _ — —Date Approeed for processing Building Permit. . tormtrater Management Control Plan Not Required. /V y Stormwater Management Control Plan is Required (Fom and to Engineering Department for Revie%A J FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.•: 1000 CHAPTER (Propetty owner.Design Ptofessloul,Agent,contrsctot,Other) •�— a C11A ,1,ER 236 . 7o y 13Stormwater Management Control Plan CHECK LISTNAME: l4� G e / Seaton Block LotS M C P -Plan R uirements: Provide ONE co of the Bulldin Permit A licatlon, roo.v.tm ' PY Q PP4ef6 9.3 7/9 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing �m �� all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! show all of the following Items. YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. C. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by 923a-t7(m). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing&Area of Proposed Lhnd Disturbance. f. Existing&Proposed Contours of the Site (Minimum Lv interva>y) g. Location of all existing&proposed structures,roads, drivewa s,sidewalks,drainage Improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing'& proposed structures. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stock ile Area s. k. Location of proposed Constructlon Entrance/Staging Areata. I.. Location of proposed concrete washout area(s). . m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that.the stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(Z inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e,g.catch basins,trench drains,etc.) a a e d. Leaching Structures(e. .Infiltration basins,swales,etc.) e ****FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. i Reviewed& i Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - -- - - - - - - DStormwater Management Control Plan is Complete, Date: 1 SMCP has been approved by the Engineering Department. FORM 11 SWCP Check List-TOS MAY 2014 Evan T.Steffens Nationa lgri d Senior Supervisor Gas Customer Connections,NY September 26, 2019 Daniel & Kathleen Kelly 808 Brixton Circle Simpsonville, SC 29681 Email: DKJKELLY[aATT.NET National Grid WO#: T102243378 Service Address: 2859 Wells Avenue Southold, NY 11971 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2,days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"814", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this"811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:631-348-6150 evan.steffens„[riationaiCnd.com nLridlirud2rocessineCnationalt►rid.com '0 PSEG.- -LONG 11/15/2019 DANIEL KELLY Service To: 808 BRIXTON CIRCLE 2895 WELLS AV SIMPSONVILLE, SC 29681 SOUTHOLD,NY 11971 Customer Project#:900000102413 Dear DANIEL KELLY: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, CarolynMackin—Manager Building&Renovation Services PSEG-LI 2895 WELLS AV, SOUTHOLD From: PSEG Long Island BRSLI (pseglongislandbrsli@pseg.com) To: dkjkelly@att.net Date: Tuesday, November 5,2019, 11:12 AM EST LONG PS'LU isLAND 1tiR= »1!t1r.>t1�i�11;+a+rnlc frrr�o�r. Valued PSEG Long Island Customer, Building &Renovation Services has created your Customer Project Number for work requested at the above referenced address. 21elp ff �,1 d Jr ��r�v+ _ 1 e-c-4 v�� "�t i c c)12 4ec, Your Customer Project Number is 9-102413 Your job is now being moved to Distribution Design to be assigned to a Planner who will perform an inspection and conduct engineering. If you have any questions contact us at 1-844-341-6378. Please have your Customer Project Number available. Building&Renovation Services 15 Park Drive, Melville, NY, 11747 www.bsegliny.com/brservices PSEGLONG ISIAND 11e M?11.e fhing"s w0d jru ywc1. The information contained in this e-mail, including any attachment(s), is intended solely for use by the named addressee(s). If you are not the intended recipient, or a person designated as responsible for delivering such messages to the intended recipient,you are not authorized to disclose, copy, distribute or retain this message, in whole or in part,without written authorization from PSEG.This e-mail may contain proprietary, confidential or privileged information. If you have received this message in error, please notify 4: 70 BLOCK: 4ci-s� tax LOT(S): 13 CL711011111:raunc� I � - - «a. wRae. s�n �M um FA= SEDIMENT ON Wil gUMAluIANtI W;RI MUM IItl:NCII.••- HAY SAIL MD/OR � SILT FMINC B I. rwsGGG uGlawal r��o Lor ;;" -• '':r s ; �.. --• — �;...�..._ I,.yn►lyii III �•'Ilyii!! N. ,l' - -,��•t: . �. , ,.• •;: ,. •.o' ,� III-�III"III'•II!!'•III•- !ij ,1. - _ I (IF ".... '';�"; r, Irtlll lll' 11....111 BMW"my o u!��ti01ri�L.i� �j• .cr �y �wvaeamlaos r mum BTRaw OW osralu Ole NSTRIIOTION EIVIRAW - fgUM196ON Or t••OA111*711D y (j /L STONE BLIMIVA.) cqt N.Y. SMn D.l1.Y Ar�Mt1JVF11 R.U.A e FILL. TO re" (tw,la AttOVE E•xt:7mm rllnln:rnR t1anINAl11:, � w/*-I�s �Ue iAA�►f'. CIS /A �•�' S'du��01cl Mr !/9'71 • 70 -41- 13 .5 �� .. 3.1 4. -.3.28 a gYlti IIN� 10 '.:40 w•' ` ,.tJ••tr •p..•c1-f�.. 1 l sti{.s ss•i11,{ T,�,,.�v„ ,ts�! NI �1 p� L • �C;) � NX v•lt s tis •lli' it 1 �A PorR�AMIPN�" i'�(#4Y44lS/6i�J/A►�w (���V V f t1U,Q A� C�L 1 ri IIX.11((11W''`•.� 1t�ys ittis¢illi'•i'iis•l.Y;:ti}tlis:tir.isst•;slii:sit r.'..tA•�j•ll+}M1v}liri••s B ff it •�. �►IRARfUCTy►N (ORY) J ::{•::r:•.,, .; EL 1I Mt EL fall grl { { pR f fi,yyRy BourypARy.. rnrrrm I r✓� };: 't: Fft3r �►'au. rtr � (�eJ jppplt "r Y::•�:f I �•r'�irr: `r'�'r Y 10 IPa �ASND atCVEWA N�+�h%rPISS ; ta EXP .Ff.:, CL 1 8,10.9 r Q �+ r•J_----ti w T{Y 5,tf 1 2 �st sr �a ..=...r "..4 n ,. •� �' w� / .u� ( axeb�, ca B'u�pop fY a ii.:. 3-4r ;1.1.►.9' 1... !IV!i_1 'IV! 11.1 i1 II,H p�0 for v (b :� �'��'•�`:t'N,{ j ., Jras:a.. ..'. Ilw :•t1• 13 1.." .::i Yrii:ii:i:: 4�b! f tl! I S FJISWNQ�� "' e''v: rom in }.� '��o SV1AIg1' .G•{ 0 �rY {?;r; I r 86,g� �:-•r.�,. j ,u•'�'IttlxlAf,1►L.C�4 16 .•. O� pI� 11/C1biN�7QI�E 5 41 w_' •.�'•�'�"''.�' ------ ;Ali IV it, F "�r�on h : EY reO PROP. WATER LINE n� ../• I TOR 18=4• pAc Ei ' _71� rd •••� �•..«,..o« 11::�� -��_ PROP. •'. ,...,. . uNnEI�G ,MLUB _ +- bra?!'� Are fa 17 101.0' OEM N77"30'00"lf P ^, r * :• ::: ;,. . TYPICAL SILT SCR CTION O S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 4 LOT(S): 13 GEMMUE FABRIC �c SUPPORT POSTS 50'LtlN. FLAW DNtEcnoN 1 r� t•E� TO KEEP SEDIMENT ON SITE BACIIXLLEDTED IRRENNCC/01 SN 1 4 i H _ HAY BAIL AND/OR + 33 3.2 I ►la �� �� /-� " E%ISIING GROUND ~ SILT FENCING P 0 LOT 14 2 0� 69 t 1 CD tL- _ s• Sys / `-70• ::ii: (ftl 52 �3 e 'g? /- �_ pp1C' W. ;Y-. .. SII 2• I �i c6 ?` TIDAL WETLANDS BOUNDARY r; o 6 :� ;: 4 EL 6. + EQUAL TO MHW/SEAWARD FACE l49 N ove t itgtll� . I.......-: 1 OF BULKHEAD U_ R - Q PROPOSED 51 9P" n IAS IDENTIFIED BY EN-CONSULTANTS/ X 4' ESTATE FENCE O 11 EL 1 I I SEPT 18. 2015 � W ti + o MHW LINE 2.7 �/ �� O p• .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED ..:.�.'.. :-:::..'-EL 15. n I -/ w J/4' STONE BLEND OR N.Y. SPATE D.O.T. APPROVED R.CA 9 + PROPOSED FILL 70 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE u +QO A OEMDIEWNG _ 4 ESTATE FENC 1Y 12695 COrMRE'fE WASH our AREA �L� FFL 19S °D :•:P,I",," •. 6' 1 ___/ IN BED OF PROPOSED DRAIMY. ` ' QDd.:-:-:• 0 2. 1 SII 6 0.6 PROPOSEDCID TW 5.6 STAGING AREA n'' W" I 52 EL a AND CONSTRUCTION / + + '2+ ENTRANCE \ :=:1::=::•:::::_:: FLOATIN' ' G ao o MP CATWALK RADOCK 6x20 FLAG J J EL 19.6 P. ,�pXR '�i:'=13RpP05 0 1 rn POLE + + S'0x7'DEEP1- °ij''CsARAG I Wi 0 6 -0.5 3 U �..�{ / 1 t0GF(18: ` ; EL 17.7 IEL 7. TW 5.7 T, X0'3 14 ` �kWELL � : k - a I ,t s.o'- .:i:?:::C::::::..::.4.3. , - ` 171' EXP 43 .��� n + 1 vPo 0•o :•::•:(:=}:: u 1 �S o� Y 1 APPROXIMATE � o EL 19.1 :pR0 ':,LIM : �� �g'A 1 MLW LINE EL 0.0 ./1 Y EL 17.9 PROPMO :DW ::•': :•::�, jm_ E7t>SfQJ6 DNf1UflG 1 G" Y�TO It DE110l1%o �. 4 BEDROOM S.T. r4 OM) ;:N�►s i% h SANITARY $ c `: :FFL(2p0):; : - 1 86.5' N •• .•••.1 /--/ /-/ i� �� i -� 12W CAL S.T. LP $ o:.::::::::::::::::•''• '" :•'•'•''•'.- 1 1 + ,c •. �.� I ELEV. 19.1 '. I•.•=:::::•::•::;:::::;r::::::::::::::::::::: I EL 14.7 z. . 1 (2)8'0x6'DEEP P 0 LOT 13 t:::.::.:: : : : ::::::::•: 1 •y BROWN 1.1' T:c=ccc;ic;i?:c1=i:;c::. .:..:.....:..::.:.. N 71' �.•.: t /---/ DY LOAM 7' 1 := = ' _ - ••. .•.•. 1 J W.M. 7pOStNG��/1� i = : : ::: y�::-;.: - EL 17.4 101.0 BRAWN SAIi1TAq TO l`/ ." J® EL 16.5 PROPOSED EL 17.4 + - I SM LOAMY SAND 1.7' V� 1a.5 _ L-c � /DRY 4' ESTATE FENCE + EL 14. �, CO s70C(PDF AREA COARSE EL 16.2 O I kWELL 8'/x4'DEEP , 'o •/ uNr_ 230.70 BROWN O C� P/�'L• 12_ PROP- WAD Unl1�� - _ ALONG LINE 5 ZONED R-40 SP MEDIUM 5.1' `�" UNDERG, O4- 4, CHa NK FENCE , /�, EL 79 0 _R OPS-- SS NU = NON-CONFORMING LOT v1` _ N77 30.00 yP 1 FRONT: 40' MIN 1� 0 SIDE: 15'MIN, 35' TOTAL - U.P. TYPICAL CLEAN OUT PIO LOT 12 REAR: 50 MIN PALE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL BROWN SLATE OR STOPPER END LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS MEDIUM 9 1• SUITABLE COVE OR PLUG AND OR DATA OBTAINED FROM OTHERS. To SP COARSElop 00 UPLAND AREA: 25,378 S.F. or 0.58 ACRES REVISED 06-13-19 do GRAVEL AREA: 26,869.87 SQ.FT. or 0.62 ACRES REVISED 06-11-19 ELEVA77ON DATUM; NAVD88 - 17' TYPICAL DRYWELL CROSS SECTION p 30' ELBOW UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A V70LA7701V OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY DEC 10, 2018 (CONC. PRECAST COMPONENTS) 60• WYE MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN K. WOYCHUK LS Ir SVA MR NDN-TRwrle MR10 ONLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-IE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N e SAD FOR TRAFFC BMW __ LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. "FFa°M"�'`*E car nw"G'E"'� "m van.GUW. "E FLOW-� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE Irr s °°` ° 70° 70°���s-1'°�` NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE 7HE EREC77ON OF FENCES, ADD17)ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS FRUkL�/eyr PtIC110)�/e•/r• " AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY 7El El0 OAKLAWN AVE =1 El El SURVEY OR PART OF LOT 12, LOT 13 AND PART OF LOT 14 CERTIFIED TO: DANIEL KELLY, KATHLEEN.KELLY; DRAINAGE CALCULATIONS: MAP oF: PLAN OF LOTS BY GEORGE WELLS FIDELITY NATIONAL TITLE INSURANCE COMPANY; A) PROP. DWELLING FOOTPRINT=2,54o sai r. FILED: NOVEMBER 28, 1927 AS #859 2,540 x 0.166=294.64 < 295cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELLS= 354cf PROVIDED SITUATED AT:SOUTHOLD (OVERSIZED FOR SWIMMING POOL WASTE WATER) B) DRIVEWAY=1,650 SQ.FT: TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 1650 x 0.166=273.9 < 274cf SUFFOLK COUNTY, NEW YORK PTOfe8810n81 Land Surveying and Design 3' UK �- g' - (1) 8'DIA x 7' DEEP DRYWELL= 310cf PROVIDED COLLARP.O. Box 153 Aquebogue, New York 11931 BACK Ful MATERIAL TO BE C) SWIMMING POOLS SHALL BE EQUIPPED WITH A PUMP-OUT CLEAN SEND AND GRAVEL MINIMUM 4'DIA x 4' DEEP DRYWELL= 39cf FOR POOL DISCHARGE FILE 115-1 .15'59 SCALE: 1 "_30' DATE: SEPT. 18,- 201 N.Y.S. V3C. NO. 050882 maintaining thePHONE (reco)rdn fl$�j FAX (e1& 298-1588gWo�uk I w; oa Must provide Manuals lDg J and S as per APP OV OAS NOTED*MENT NYS Energy Code DATE: S B.P.FEE: d , BY: NOTIFY BUILDING DEPAT . Blower door 765-1802 8 AM TO 4 PM FOR THE and ductwork FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED testing required, FOR POURED CONCRETE 2. ROUGH - FRAMING PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST TIRiJ�S PLACAR®!WG REQUIRE® BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED PLUMBER CERTIFICI= COMPLY WITH ALL CODES OF ON LEAD CONTENT BLF'1� r NEW YORK STATE & TOWN CODES CERTIFICATE OFOCCUPA1v,, AS REQUIRED AND CONDITIONS OF SOLDER-USED IN WATER SUP _LY'S�YSTEM CANNO cni un n mid'IQR� EXCEED-2/10 OF 1% LEAf. .. Tffi fi E " V SOUTHOLD TOWN TRUSTEES PLUMBING _ N.Y.S.DEC �ALL•PLUMBING WASTE }&i.WATER.LINES NEED VIN BEFORE COVERING OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE DO NOT PROCEED WITH OF OCCUPANCYJi":50UNDATIONAIUIING UNTIL SURVEY_, , LOCATION. HAS BEEN?;APPRWED:. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code. Installed$replaced or repaired shall conform to Chapter 172 of the Town Code EN SI SCREEN SCREEN SECTION O u p S.C.T.M. NO. DISTRICT. 1000 SECTION: 70 BLOCK: 4 LOT(S): 13 GEG'E)OTUE FABRIC suPPORT'POSTS IN SERmco WOOD OR METAL Z GRO •IW 3, 6J�g��o.C®.p9�W 9,8 9 y 50'MIN. FLOW DIRECTION 5 FfICE&tloQ� SUFFOLK COUNTY DEPARErw T�IEN i®F HEALTH SERVICES SEDIMENT ON SITE eACKTO KEEP flLLID TTRREAND NCHH 3 3 �gW 19h I o PERMIT FOR AP?ROVA!OF CONSTRUCTION FOit A HAY BAIL AND/OR DO NO GROUND g,N..32 1 ca I.- SILT FENCING P/0 LOT 14 �7 �0 TIN_6y 2 1;=N SINGLE FAMILY RESIDENCE ONLv W. MM, • .:. :::..:::::..........:iA�Jl7 2 6 �Q)9 � o� 4 I I G UNE ..'.:::::; 5 ;; `'•:�W6 k1\O z .,�,� j _ < o y,• ti v NON ::::.::` pp. `:::.`:` :::::;:::•• '0 2 H.S. RZ F. N o. Q�IO'�q DOS �.,,a NCE +5 I TIDAL WETLANDS BOUNDARYDATE o Z o E �'%%<%:::>::::=::: 5• EL 6. EQUAL TO MHW/SEAWARD FACE a WIR ::�...................: I OF BULKHEAD A PPROVED o• /Q�• PROPOSED OS 0 o SAS IDENTIFIED BY EN-CONSULTANiS�� /� X 4' ESTATE FENCE � U EL 1 rl SEPT. 18, 2015 ' BIrD(�Oa��S d`" + o MHW UNE 2.7 Q�Af` IIfjI}M OI: p CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED " "' EL +5' PROPOSED `I �/ �J O-/ q�y,�rQ -3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA + ^ �����`���' ��©�� ��� P APPROVAL FlLL TO 18' (Min.)ABOVE IXISTING GRADE FOR DRAINAGE o O� 4 ESTATE FEN C 0 Q Ihi�y� 0 1 WAS �'9� P� 1DiWj.-POOL WASTE FOR ''"pKOP�::::: = 61 ~ 1 DWStAG WELy 19f 6 UNE IN B�ENnCo Roaosm DRIVEWAY.RETE WASH OUT AREA l.` 8'AN4'DEEP "'• ::.::;:• g. 1 TN 6 �- FROM PRO / °'�, mmuW�_--� o_.•.'•..'.."•".•''".' TW 5.6 EXISTING DWELUNG 52 EL + -1+ ,2 a DNG 1FFR 1�' ::;: '::::;::::;::;: I TO BE DLISIED RAMP FLOATING \ WA :-•1:::::;::;:;: 1 DOCK 6x20 W�PUg '4' '''''N 1 FFL 195 m a o m FLAG CATWALK PROPOSED L 1 STAGING AREA OS D:::::::;°f os POLE + EL 19.6 ROP. AND CONSTRUCTIO 'N:: ?ROP o 8 +0 C� _8'0x7'DEEP ENTRANCE NI"' o:::GARAG _ y__�-� '� ® 61$ -0• 3' :::::GF(18�1•'r.::::::;: r 1 EL 17.7 EL 7. TW 5.7 1'N �0• --/ �J DRY pI :•:lL+^�::;::;::;:kWEU 1 1 + gW M _..e4111�iEXIP "j•'"-"•''- 171' (V ; o G� �, =�o�•N r , APPROXIMATE \7� �+ ado EL 19.1LIP PRO�QS �. :::`;::::.::�� x�o ( EXISTMG DWELLING I MLW LINE EL 0.0 A 0 EL 17.9 :::.::.•::::: .'2 ��� J-�--Y' 1� PROPOSED :DPI G :N ;- 1, TO 6E DaIOLISDm 4 BEDROOM S.T. -�• 0 0 OM)' o I I o SANITARY y $MIN rN I(z ):::::: ::.,, 86.5' I ELEV. 19.1 1200 GAL S1 LP c �o ::::::.:.. 11 + ,o `� •• ;-: (2)8'dx6DEEP �' t::::::::::::: ::::::;:: EL 14.7 m . .:=A'.•- 1 P 0 LOT 13 OL BROWN 1.1' •. / __ 1 71' SANDY LOAM 1:::::::::: : :-: : : : ::_: a. 7.7 - EL 17.4 L1 I::::::::::::::::f:;;::: r �.•�;;: 101.0' + y 1 W M y�Aq TO ` 1 `:° ® EL 16.5 PROPOSED EL 17.4 + 1 BROWN , m00% V - • 18.5 DOO `/ `J�A?OR DRY 14' ESTATE FENCE + EL 14. rn qn SM. LOAMY SAND 1.7 1 ca S70CK O PROPOSED AREA ��AN EL 16.2 0- I G kW�/8'Ox4'DEEP Q.70f m 3(0- LOAMY -•// -� ' " 23 DO DO PROPS UNEP . UD 5 BROWN p P/a-L-QT-12-.. WA ��_ - ONG UNE ZONED R-40 SP MEDIUM 5.1' "' PROP. NDE U_ D - 4, CHAINUNK FENCE „n01.,4. ,� •t �g� NON-CONFORMING LOT Yw EL 1. . _ - Abandon-:Ient of exastrnq sa-illtar . 10"&must be in SAND _ g00 W DW ELU,'GS 150' v � FRONT. 40 MIN N77030 W/Pusuc wnTF� Comfor arae witi'I db a: ent C :. =z 1a Submit SIDE: 15'MIN, 35' TOTAL - U.P. TYPICAL CLEAN OUT P/o LOT 12 completed forts���M'_ 2M 3S oo REAR: 50 MIN PALE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL BROWN SLATE OR STOPPER END LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS MEDIUM 9.1' SUITABLE COVE OR PLUG AND OR DATA OBTAINED FROM OTHERS TO SP COARSE a UPLAND AREA: 25,378 S.F. or 0.58 ACRES REVISED 07-11-19 SAND DO REVISED 06-13-19 NAVD88 & GRAVEL I AREA: 26,869.87 SQ.FT. or 0.62 ACRES ELEVATION DATUM. - 17' TYPICAL DRYWELL CROSS SECTION p 30' ELBOW UNAUTHORIZED ALTERA77ON OR ADDI71ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY DEC 10, 2018 (CONC. PRECAST COMPONENTS) 60' WYE MAP NOT BEARING 77-IE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN K. WOYCHUK LS ONLY TO 77-IE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION Or SAB FSR NDN-7PMM BEAi w HEAVY_ LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. s-SLAB FDR 7RAFM BMW APPROVED MET PIPE ST FRAIE AM APamaAkv OUTLET PIPE FLOW- 10 LO�/� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE WX r ow rx>�ro GRADE ro E7G'AN90N RINGS Mw a•GPI NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE ERE077ON OF FENCES, ADD177ONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENT'S PRa+m F/eyr ATN ED 1/eyr AND/OR SUBSURFACE STRUeTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 77-IE PREMISES AT THE 77ME OF SURVEY ® ❑❑❑❑ OAKLAWN AVE ❑❑ ❑❑ SURVEY OF: PART OF LOT 12, LOT 13 AND PART OF LO 14 CERTIFIED TO: DANIEL KELLY; KATHLEEN KELLY; DRAINAGE CALCULATIONS: MAP OF: PLAN OF LOTS BY GEORGE WELLS FIDELITY NATIONAL TITLE INSURANCE COMPANY; i A) PROP. DWELLING FOOTPRINT=2,540 SQ.FT. FILED: NOVEMBER 28, 1927 AS #859 2,540 x 0.166=294.64 < 295cf REQUIRED (2) B'DIA x 4' DEEP DRYWELLS= 354cf PROVIDED SITUATED AT:SOUTHOLD (OVERSIZED FOR SWIMMING POOL WASTE WATER) i B) DRIVEWAY=1,650 SQ.Fr. TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC .650 x 0.166=273.9 < 274cf SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 3' MIN. �- 8' - (1) B'DIA x 7' DEEP DRYWELL= 310cf PROVIDED New York 11931 COLLAR P.O. Bog 153 Aquebogue, C) SWIMMING POOLS SHALL BE EQUIPPED WITH APUMP-OUT PHONE (891)298-1588 FAX (891) 298-1588 BACK FILL MATERIAL TO BE f CLEAN SAND AND GRAVEL MINIMUM 4'DIA x 4' DEEP DRYWELL= 39cf FOR POOL DISCHARGE FILE #15-1.59 SCALE: 1"=,30' DATE: SEPT. 18, 2015 N.YS. LISC. N0. 050882 maintaining the records of Robert 7. Hennessy k Kenneth BE. 1loychnk i S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 4 LOT(S): 13 Cn �- .I,N �Q P/0 LOT 14 270 DO Bw65.z \3=> j O �6 �J CE p1 ONG .:•:•::•.... P H':'r :i?::;:.:...•• C BW I TIDAL WETLANDS BOUNDARY C_ H O E :::::::::::::35• EL EQUAL TO MHW/SEAWARD FACE // i YAR -cP::: ::t: ;:: I OF BULKHEAD eC� W F=- �� y A n AS IDENTIFlEO BY EN-CONSULTANTS,- /-�C..4-� y.. EL 1 SEPT. 18, 2015 c c c (D u) !� 30 + b 1 MHW LINE 2.7 CN Z LL V _ EL 15.6 �y r� Q Z 000�oo Egypt% /DRY + IND �-/ ►� m SANITARY LOCAnGN S9� P % A B �- S.T. 26.5' 34' / :::.:::ilii EL 19.1 E 8 TW 5.6 / cA Z+ T 55' r L.P. 4 GV�B EL 19.0 ii•:32;0:i::..i}.•i:..ii:. L.P. 38.5' 40' g� m d N o m m GRAYEI CATWALK FLOATINP RAMP DOCK 6 X20' epG' r_ ' FLAG rn POLE t 0. 19.6 o ni'•i.'•i:':: GARAGE;.:i: {� 8 +0 O m:r:::::::::....... . �fj GF 19;4•:ii:i:ii�iii P� a ..: EL 17.7 EL .5.f TW 5.7 \`N �0• i. v0 .o + N I ' 16 N / 3' I EL 15. � A4:3�.:iii:��:i}•i:}}•ii�;;::�i•:}i};ii�i}}�i:ciiiii m r v s o w APPROXIMATE at D' b 1 MLW LINE EL 0.0 ii:2•.SiY..FRAAIE?:.'::iE?i:::. :9 o .............. ............... CA �� 0. 19.1 a .................... ING i i2 0 1 ............ n y O 4 BEDROOM LP s ...A .I V` S.T. o - 1 S40ARY p�.:.: .... .... •::...- 86.5' 1200 GAL S.T. ::o....................................: : : •� :.. ..:... `o 3 •,N�.•.• 1 (2)8Yx6UEEP LP 0. 14.7 9 a. 1 7 7. /-� 7 �- O .0 . 1 P LOT 13 01 L 1 �y 1 W.M. :'.�:�:�:;:;�: :>40. EL 1715 1 a _ + - � � EL 18.5_ � .:;.•.-.: GNC N /DRY� EL 14. It O 1 w Z6 0. 17.0 co U. 4-- tie1 0 _ - -' / i G UNE 230.70 m fg.. U, �_ ON P/O'LQI.1.� .. _ .. - _ - " 4, C19=0 HUNK CE ALONG G . N77o30'00 to ZONED R-40 LL! P/0-LAT 12 " FRONT:NON-CONFORMING LOT 40'®- IN U.P. _ SIDE: 15'MIN, 35' TOTAL REAR: 50 MIN Z d CO 5 O' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL a O LL. X 00', ;? ;4_ FINAL SURVEY 03-01-22 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS V FND. LOC. 05-27-20 AND OR DATA OBTAINED FROM OTHERS . -3' I UPLAND AREA: 25,378 S.F. or 0.58 ACRES REVISED 07-11-19 NAVD88 O O Q < v LL`` _ AREA: 26,869.87 SQ.FT. or 0.62 ACRES ELEVATION DATUM. 0 il: �V LL V is UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN QG ONLY TO 7HE,PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. �j OAKLAWJ AVE 7HE OFFSETS,OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE (A NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OR PART OF LOT 12, LOT 13 AND PART OF LOT 14 CERTIFIED TO: DANIEL KELLY; KATHLEEN KELLY; .FICC � �...�k, ��,�.y _ MAP OF: PLAN OF LOTS BY GEORGE WELLS FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: NOVEMBER 28, 1927 AS #859 MAR 2 v 20"_%_ SITUATED Ar:SOU I MULD TOWN OF:SOIJTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC � L ,� y,��;k; ���� SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design p.1 P.O. Bog 153 Aquebogue, New York 11931 { PHONE (831)298-1588 FAX (631) 298-1588 FILE #15-159 SCALE: 1"=30' DATE: SEPT. 18, 2015 N.YS LISC. NO. 050882 maintaining the records of Robert L HennewT & Kenneth BL soyehuk GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ,9 y . ��f.,r�, C 0 N T R A C T 0 R N 0 T E S1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHIOLD, NEW YORK, 2015 INTERNATIONAL ,General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /� GENERAL NOTES: Wood: ': _I I o�o 1 . All studs to be Douglas Fir #2 or better. 2, FIRE SAFETY: �j 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2, All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631�433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES "shaped" as shown sarchitectural cross sections. h b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11911 E-Mail: ssbn654C`optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS 0 BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC oformerlyDAKAssociates,LLC 4• 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face ply's across supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. A, DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALT_ LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS RE"UIRED FOR OTHER TRADES: 8. Design values: PLUMBING, ELECTRICAL, ETC. a. FramingLumber: DF north No. 2 or better B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7 E = 1 ,600,000 PSI PLUMBING WORK SHALL BE PERFORMED 3Y PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. OR HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL RECUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): g E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE 1 1 . CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING, OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCi�IES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATFR OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. T IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN, THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJ_CT SHALL_ AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCDNNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION. DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ! TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT, 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CONSTRUCTION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, USE UNLESS CLIMAi'C :CJD GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEt`rr,:,vT, SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL I LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 210 . INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIATABLE 1607.1 - continu + f.!IL'IIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, - UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL. LIGHT AIJn VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN AND "'=iMOM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE INTERNATIONA_ RESIDENTIAL CODE SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 IN, -",NATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 0`,, ;l;F'ANCY OR USE UNIFORM CONCENTRATED ��: ;_ USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL CNAND - TWO FAMILY DWELLINGS (psf) (pound's) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. ---- i 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WI,:ROUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING'THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE i. T' k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HALT A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, TYPE OF CONSTRUCTION (CHAP-ER 6) HABITABLE ATTICS AND SI-EEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. FSTAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND PROJECT: HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANEL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR NO SUBSTITUTIONS HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mmz, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE Al,t framing hardware shown On these plans, 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE unless otherwise indicated, Is Simpson Strong-Tie. Tie. KELLY HEIGHT. BUILDING. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD ANID SHALL BE SECURED p 9 THE VERTICAL DISTANCE FROM GRADE e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized, PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREARESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 4.5 INCHES. =24'-2" AS PER CHAPTER 5 OF THE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE EUILDING IS PERMITTED Due to the relationships of framing hardware t0 RE N C' EESI INTERNATIONAL RESIDENTIAL CODE BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE UPDATED WITH THE 2016 the other components of the structure, any framing INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH hardware substitutions Witt render these plans ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null, and Void, and will result In the installer/contractor- TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and 2895 WELLS AVE. T OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system, TOTAL HEIGHT FROM RIDGE TO GRADE 29'-8A" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. pSOUTHOLD NY 11971 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TPi!SSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3, GLAZING IN RISK CATEGORY II, Ill OR IV BUILDINGS LOCATED OVER 60 FEET ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE SCTM # 1000 - 70 - 04 -13 LUMBER SPECIES AND GRADE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL 'DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LFNGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS STRUCTURAL PANELS a,b,c,d THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. GENERAL NOTES NOT LESS THAN 30 INCHES ii.) THE SLOPES OF THE FOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN FASTENER SPACING (INCHES) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE < 4 FEET SPAN < 6 FEET SPAN < 8 FEET PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS ALIS-230 DESIGNED FOR A UNIr3Pi,,1Y DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ( ) NOTES: AREAS of STRUCTURE THAN 10 POUNDS FEk SQUARE FOOT. NO. 8 WOOD SCREW- BASED ANCHOR WITH 2 16 10 8 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY E THE ( ) EX. CRAWL SPACE NA K. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED INCH EMBEDMENT LENGTH DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE V!NIVUTA LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW BASEMENT 1708 sq.ft. ROOMS. NO. 10 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE BASED ANCHOR WITH 2 16 12 9 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR EX. FIRST FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR 1708 sq. ft. OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. - FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, EX. SECOND FLOOR NA ----- Ya INCH DIAMETER LAGSCREW- NEW SECOND FLOOR 2158 sq.ft. BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH SEAL: DATE: NEW BALCONY NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL - MAY 24, 2019 LOFT NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. pF NEW PROJECT NO: © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. �� r� ATTIC (HOUSE)(a) NA FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s '�P ( O. E 1050-2019 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDI'll� '� ATTIC (HOUSE)(b) NA NOTE; THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING DRAWN BY: a. This table is based on 140 mph wind speed and a 45-foot mean roof height. UNDER FEDERAL COPYRIGHT LAW. "� 9� GARAGE s32 sq.ft. MEETS OR EXCEEDS THE REQUIREMENTS OF TABLE N1102.1 �" ° � ' , A BOK ATTIC (GARAGE)(a) NA b. Fasteners shall be installed at opposing ends of the wood structural panel. PLANS MAY NOT BE REPRODUCED WITHOUT i* �!�,s;' +tI, CHECKED BY: BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101 .7 Fasteners shall be located a minimum of 1 inch from 'the edge of the panel. W1RITTEN AUTHORIZATION. }" ''' � r BONUS ROOM NA r ,, OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 4 4 ``J SCREENED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment .� " _.. WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. (SEE PAGE length of 2 inches minimum into the building frame. Fasteners shall be located SHEET NUMBER: suNRooM NA 9 9 KEHL DESIGN ASSOCIATES, LLC. a minimum of 2Y inches from the edge of concrete block or concrete. Q NEW PATIO 448 sq.ft. A102 FOR DETAILS). THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NEW COVERED PORCHES NA d. Where panel are attached to masonry or masonry stucco, they shall be attached PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE NA using vibration resistant anchors having a minimum ultimate withdrawal capacity PROOF OF PURCHASE. 'C� G1 POOL HOUSE CABANA NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL of 1,500 pounds. ACCESSORY STRUCTURE NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. Acceptance of these drawings does not authorize the right build without the authorization of local governing agencies, such as Suffolk County Dept. ��/'z'� / � `i DOB NUMBER: OF NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING of Health Services, Town Building Departments, DEC, FEMA, etc. PATTERNS OF ALL MATERIALS TO BE IN ACCORDANCE WITH PROPERTY ELEV. 1 �.� Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE CHAPTER 23 OF THE 2015 INTERNATIONAL BUILDING CODE. construction. © KEHL-DESIGN-ASSOCIATES, uc (b) WITH STORAGE ,/,/, 77_ "c 400 . A A A /r/� y.' .. }1L1-ALL - )) �6 ;'n,pts't 'n — -- -- -- 5 27 W x 8, 28"H �� ,, ,, r RE 28'_0^ 14'-0" W21 x 50 = 6. 5 3"W x 20, 83"H KEHL DESIGN ASSOCIATES LLC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ residential & commercial design o consulting r _#5 Rebar 24"x 24 - �—c 45 Rebar 24"x 24"I STEEL BEAM DIMENSIONS I — — P0.Box 1675 phone; (631 J 433-9084 — — — — — — — — — — — — — — — — — #5 Rebar 24"x 24" Southold,New York 11971 E-Mail: ssbn654@optonline.net I - NOTE: 5' Poured Concrete Slab I - I I Provide Hounched Edges on Slab as I * NOTE: ALL BASEMENT WINDOWS TO BE Kehl Design Associates,uc o formerly D A K Associates,LLC #5 Rebar 24'z 24' Necessary to raise Finish Slab to I I / NOTE: To Be Filled and Compacted y _ '� INSTALLED IN A DOUBLE 2x8 ACID BUCK - Bottom of Exterior Doors. ' NOTE: Provide #5 Rebar 24"oc E.W. Necessary Flash as OWNERSHIP & USE OF DOCUMENTS: ^ Provide all Required I I �� #6 Rebar These drawings and ifi I — I PATIO I I #6 Rebor 9 pec cottons including the 7 #3 Rebar Stirrup #3 Rebar Stirrup ideas, design and arrangements represented �� / \ therein, are the property of KEHL DESIGN 26'-0" 2-0° #6 Rebar ASSOCIATES, LLC. No part thereof shall be 7'-0" 19'-0" 14'-2" 13'-8" 14'-2" BASEMENT (2)2x8 ACO BuckWINDOW #5 Reber copied, disclosed to others or used in connection NOTE: Bottom of Egress Window to be I I 7_334^ Provide Corner _ with any work or project other than for which II Braces \ / Less than 44" Above Finish Floor I /#5 Rebar 24'x 24' I #5 Rebar 24"x 24 10" Spikes they have been prepared without written consent. " NOTE: Provide Escape Well and Ladder - (2)228 ACID Buck #5 Rebar As per 2015 IRC I NOTE: Top of Conc. Buttress I I Provide Corner NOTE: Fill Escape Well with 2" Gravel to be Min of 12" Below I I NOTE: Ta of Conc. Buttress I Braces (2)2x8 ACQ Buck to a Level of 9" Below the Window - NOTE: 8°x18" Anchor Bolts Final Grade p NOTE: 8'x18" Anchor Bolts I I to be Min of 12" Below I Max. 32"oc., within 12" Max. 32"oc., within 12" and provide a Safety Grote Cover I "(�"'($"�°'( NOTE: (3)15 Horizontal Rebar Final Grade NOTE: (3)#5 Horizontal Reber P Y 3-11" of the Ends of all Boards ( pa ( pa of the Ends of all Boards 5 Rebar 24"x 2 " NOTE: �"x18" Anchor Bolts (Verify with owner) I /# and within 12" of all Corners. Spaced 24"oc. Spaced 24'oc. and within 12" of all Corners. NOT FOR 3 11° "II O - Max. 32"oc., within 12" NOTE: Verify height to set windows - -� I I -I- I Provide o Double Box Beam Above -I- - - - - - - - - - - J I- - - - - - - - N - - -VinSliding nit - _ _ _ _ of the Ends of all Boards CONSTRUCTION NOTE: "x18" Anchor Bolts All Windows (Verify with owner) ff4--- _ _� _ _ _ y�2`w x 24 `� and within 12 of all Corners. Max. 32"oc., within 12" I WALL WALL USE UNLESS of the Ends of all Boards NOTE: 8"x18" Anchor Bolts �q 9' 3= and within 12" of all Corners Max. 32"oc., within 12" I „ 7_ - - - - - - - - - - - - - - - - - - - � - - - - I SECTION I r�O � NOTE: Verify height to set windows � I PLAN CERTIFIED BY A of the Ends of all Boards I uLn - - - -NOTE: Dropped Foundation and within 12" of all Corners. - - J w� v I Provide a Double Box Beam Above PROFESSIONAL All Windows(Verify with owner) VIEW VIEWfor 2868 Door - -`�- - - - - - - - - - � � 1I 1 � ENGINEER to I — - 1 I 1� I BASEMENT WINDOW DETAIL r — - - - - - - - � o I O I I N M DN ^ o YHE N 1 1 OY° 1 oY' 1 QY i OY" IOY 10Y" 1 QY I QY" 1QY" I W2 1 QY 10Y" 3'-0" o q - I 2 2 2 2 2 2 2 2 2 2 2 2 o 0 0 o a�N NOTE Verify height to set windows o N = N xc�l N.o iI I bYNIx Provide a Double Boz Beom Above NOTE (2)#5 Horizontal Rebar WORK NOTES:l Windows (Verify with owner) Spaced 24oc 1 13-4" + 12'-0" NOTE:3'-6"z 3'-6"x 12" I (4)#5 Horizontal Rebar 25'-4° Conc. Fi w/(7)#5 Rebar E.W. NOTE: (Spat2)#5 Horizontal Rebar I 9I •� Spaced 24'oc. Spaced 24"oc. I ° 0-10/4" 7'-0" NOTE: Fireplace Hearth Constructed with #5 Horizontal Rebar NOTE:3'-6"x 3'-6"x 12" I I N I Spaced Coc. E.W. Conc. Fig w/(7)#5 Rebar E.W. I I NOTE: (3)#5 Horizontal Rebar Spaced 24"cc. NOTE: 3 5 Horizontal Rebar r^ - - 2'-0• #6 Vertical Rebar O# T;__ 2" NOTE: Top of Conc. Buttress S aced 32„oc. Spaced 24"oc 4-j- NOTE: s"x18" Anchor Bolts I1' 1'-0"•' I I I Pa N W8x28 Steel Beam W To Plate W8x28 Steel Beam W To Plate W8x28 Steel Beam a Plate to be Min of 12” Below Max. 32"oc., within 12" - - - - - - '� p 1 of the Ends of all Boards ( W x28 Si el Bea W/ op PI to Grade (4)#5 Horizontal Rebar and within 12' of all Corners. NOTE: (3)#5 Horizontal Rebar I I - -� Spaced 24"oc. O Spaced 24"oc. I N - - I„ _ _ �„ NOTE: (2)15 Horizontal Rebor INOTE:4"x 4"x a NOTE:4"z 4"x a - #5 Rebar N 2-0 I 11EE I - I N Spaced 24"oc. WSx28 Steel Beam W To Plate.- NOTE: Box Tube Column 3'-6^ Box Tube Column Spaced 24"ac. - • NOTE: Top of Conc. Buttress I N I P I I I I _ to be Min of 12" Below t I I S with 12"x 12"x Z N with 12% 12"x I o Lam- I - o -a - 1 o Base Plate and Base Plate and I NOTE: 8'x18° Anchor Bolts o • Final Grade I o N 4' i a 2 I Max. 32"oc., within 12" (5)#5 Rebar I L —� I „ _ I I 5-x 12" x N o N 5'"z 12" z )„ 3 0- 4Y, NOTE4% 4'x -Box Tube I I N 3_0„ N N ) p ) o olll To Plate 1 I of the Ends of all Boards I � r� To Plate � N p � I Equally Spaced 1 I k 2-0" tQOTE:Provide %" Twe X' < I I o I and within 12" of all Corners. " I Fre-rated Sheetrock above Column with 12"x 12"x g i i o N (2)2x12 Floor Joists 1 NOTE: (3)#5 Horizontal Rebar 1 Fdrnoce area (Min 100 sgft) S Base Plate and 5q'"x 12 x " o I I Spaced 24"oc. T Y P. T Y P. I � Top Plate � i i x `v - I I I NOTE: Top of Conc. Buttress W8x28 Steel Beam W/Top PIa 1 VJ8k28 Steel Beam WTo late I W8x28 Steel Beam W/Top Plate I I W8x28 Steel Beam W/Top Plat 1 to be Min of 12" Below FOUNDATION FOUNDATION 1 - •'� Final Grade 1 1 1 I NOTEA"x 4"x "'Box Tube I 1 WALL SECTION BUTTRESS SECTION NOTE: 5"x18" Anchor Bolts I r' 1 a NOTE:4"x 4"x 4' - - J I I - -) Column with 12"x 12"x 2 - - NOTE:4% 4"x 4" Max. 32"oc., within 12" 1 I I Base Plate and 51"x 12" z " of the Ends of all Boards I I Boz Tube Column 3_6f I I 3' 6" 4 3'-6' l• I Top Plate Bax Tube Column ^ with 12°x 12"z I 2 with 12°x 12"x and within 12" of all Corners. I °, I 2 I I Base Plate and I o NOTE:3'-6"x 3'-6"x 12" Base Plate and PROJECT: 1 51% 12" z NOTE:3'-6"x 3'-6"x 12' o NOTE:4"x 4"x 4° Conc. Fig w/(7)#5 Rebar E.W. 54"x 12" x I" W8x28 Steel Beam W Top Plote 1 I I I Top Plate Conc Ftg w/(7)#5 Rebar E.W. i o i Box Tube Column 1 SR I I - Top Plate I I with 12"x 12"x 15T 1 5T I •c I _ I E I Base Plate and (4)g' Bolts/ 54"x 12" z 8" Steel 16'-9" N I- 3'-4Y" 21'-10Y' �N KE L Lxile 5y"x 12" x 2" g 2 0 2 N NOTE: Verify height to set windows (4)#5 Horizontal Rebar Top Plate _ I I lx Provide a Double Box Beam Above Spaced 24"oc. I N i v Top Plate - x a I I x I I �A 3 All Windows (Verify with owner) —4" PC. Slab w/ 6x6 / 10x10 WW'M. 4"x 4" x 1" Steel I - - - N! C E NOTE_Dropped Foundation - NOTE: Dropped Foundation- x I N #6 Vertical Rebar a E _ - - - -r- - - - - - - - - - i i v x •� Spaced 32"oc. Column far 10' x 8' Garage Door for 10' z 8' Garage Door i� i (2)2x12 Floor fists I I> #5 Rebar 4" Conc. Slab with Spaced 24"oc. 6x6 / 10x10 W.W.M. • " • ` I� I I I - 12"x 12' x 2 Steel NOTE: 3 5 Horizontal Rebar Base Plate I'o i P NO E: (3)#5 Horizontal Rebar Spaced 24"oc. " 2895 WELLS AVE. I I I� I Spaced 24"oc. ' ---- ----------------------------------- ---------------------- ---- I NOTE: Verify height to set windows I I p NOTE: Verify height to set windows I I (7)#5 Horizontal Rebar SOUTHOLD, NY 11971 Line of 24' Apron Line of 24" Apron I I I (5)#5 Rebar �-3'-6"� E uoll Spaced E.W. Provide a Double Box Beam Above Provide a Double Box Beam Above J I q Y P 5„ „ I- - - a� - - - - - - - - er) - - - - - - - - - - - - - - - - - - - - - - - - - - - - Equally Spaced NOTE: 8"x18" Archer Bolts NOTE: g x18 Anchor Bolts I All Windows (Verify with owner) All Windows (Vanfy with owner) Max. Ends within 12" Max. 32 within 12" . _�- _ _ .I _ _ _ _ _ _ - - —� T Y P GARAGE T Y P. STEEL SCTM # 1000 - 70 - 04 -13 of the Ends of all Boards of the Ends of all Boards Screened _ _ _ _ and within 12" of all Corners. and within 12" of all Corners. Vin�j �Iidin� 1Jnit Intake r Vin �IidingJnit NOTE: 8"x18" Anchor Bolts s^ 32"w x 24"h Cover I I I 32"w z 24"h FOUNDATION DRANVING TITLE: NOTE: g x18" Anchor Bolts Max. 32"oc., within 12" COLUMN A N D Max. 32"oc., within 12" I I I NOTE: 8"x18" Anchor Bolts of the Ends of all Boards of the Ends of all Boards �" "� �" " •� Max. 32"oc., within 12" and within 12" of all Corners. and within 12" of all Comers. 1 L - - - - - _J I of the Ends of all Boards WALL SECTION FOOTING SECTION FOUNDATION PLAN I and within 12" of all Corners. I I I I - - - - - _ - - - - J NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL A A A WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE - DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. '-6° � °'-6' '-6" ' °'-6" NOTE: PROVIDE FIRE BREAKS AS PER SEAL: -" DATE: Acceptance of t cqe drawings does not authorize the right to build without the authorization MAY 24, zo 19 THE SOF NEW Y T-o" 12'-0" 7-0" 1T-0" -8" 17-0' RESIDEN0TIAL CODE UPDATED a ��P 2� O' �� Y'f PROJECT 24, of local �verrnn agencies, such as Suffolk Count Det of Health Services, Town Building 26-0 2-0 NTH THE 2016 UNIFORM y g g s Y P • 9 SUPPLEMENT Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �� � 1 „ v� 1050-2019 agencies prior to construction. z* `° , �^ DRAWN BY: r -- - - --- - -- FOUNDATION PLAN r rt : , ,I � BDK I I SCALE: 1/4"= 1'-0" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL `'`" CHECKED BY: I I CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. sa, oglp05 NOTE: 12" Thick Chimney Fooling LJ AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ��OFFSCIU��P',� SHEET NUMBER: w/#5 Rebar 6'oc. Each Way — I-- - - - -- - - - I LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1 A O 1 LL 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �I- - - - J -T L - - - J 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - DOB NUMBER: OF_j CHIMNEY FOOTING CHIMNEY PROVIDE HURRICANE STRAPPING IN PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ACCORDANCE WITH THE DIMENSIONS DIMENSIONS 2015 INTERNATIONAL RESIDENTIAL CODE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © KEHL•DESIGN•ASSOCIATB, LICUPDATED WITH THE 2016 UNIFORM CODE SUPPLEMNT. 14 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL - ,.., CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ;, : ' AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITHFill G — - 1 , THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. M _I�e ilia, 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 4 q A A� A 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - 4) KEHL DESIGN ASSOCIATES LLC FPRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) residential & commerclaldesign o consulting 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) P0.Box 1675 phone: 1631)433-9084 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE Southold,New York 11971 E-Mail: ssbn6545optonline.net N1 102.1.2 (R402.1.2) Insulation and Fenestration Criteria -------.---Kehr Design Associates,«a o formerly p A K Associates,LLC The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone OWNERSHIP & USE OF DOCUMENTS: 8'-0" specified in section N1101.7 a These drawings and specifications including the 26'-0" 2'-0" N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ideas, design and arrangements represented therein, are the property of KEHL DESIGN c d ASSOCIATES, LLC. No part thereof shall be 1'- 3'-6Y° -3 4" -3 4" 1 '_ " Y_3 a CLIMATE FENESTRATbION SKYLIGHT lb GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL copied, disclosed to others or used in connection 7-0" 11-11Y" 2 2 ZONE U-FACTOR LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL i R-VALUE WALL R-VALUE SPACE with any work or project other than for which SHGC b,e R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE they have been prepared without written consent. 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 OR 13+5 h 8/13 19 10/13 10,2ft 10/13 PATIO For SI; = 1 foot = 304,8 mm a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the NOT FOR R-value specified in the table. b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. CONSTRUCTION EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. USE UNLESS c. "15/19° means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the CERTIFIED BY A 3" SM interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous PROFESSIONAL FWH29611 APW4454 3" SM APW4454 3 SM APW4454 FWH29611 ADH3250 ADH3250 insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. --- z d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the ENGINEER �—N � ; C`, footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs, 12 o Above e, There are no SHGC requirements in the Marine Zone. CL o Q °' 00 f. Basement wall insulation is not required in warm-humid locations as defined by Figure N11 10.10 and Table N1 101.10 0 2868 `r' g. Or insulation sufficient to fill the framing cavity, R-19 minimum. WORK NOTES: 3Y"0" 3'4 h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation —13" plus R-5 continuous insulation. 24'-9Y" 2'-0" U u o •o u u ,o ��" u i. The second R-value applies when more than half the insulation is on the interior of the mass wall. LIVING ROOM z BEDROOM O I N o O N se N CV L N O — 0 o PROVIDE HURRICAIIE STRAPPING IN 6 13 _ ACL Do o Typical 2X10 Header Typical 2x10 Header ACCORDANCE WITH THE n 0 2015 INTERNATIONAL RESIDENTIAL CODE N W 3x� Plywood Filler UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. /4 y W�2 Plywood Filler N N O • 2;• r-°" -2; 5'-4" (Used in 2x6 Wall) (Used in 2X4 Wall) L'iZ 0 _o 0 � 1 o , O� ,-�" 2'-0° NOSUEREVFROORS OFIFY ALL NEWADONS DITION iIONO N Zz N NOTE-4'x 4"x I" ❑ 3'X3' o SD " AUIT WITH FLOORS IN EXISTING 7 Q Q a Fireplace CL Box Tube Column ODening N HOUSE. ^; with 5�x 12% _ 22x12 Flush Beam 81 2868 2 2 I, 2'�illl,lil� Illi ALL HEADERS ARE TO BE M Bose F'lafe and � s ;\ � 3 �CL 1 52°x 12" z Z" -2/" N 2 . ;�I (2)2x10 W/PLYWOOD AS T :, °Inte 2 2" 10 1 668._ PER DETAIL UNLESS -5%" a/" WET BAR HALL = SD �' zLLJ 0 3" Plywood �>> OTHERWISE NOTED W21x50 Steel Beam W/Top Plate - _ _ D � BATHROOM 4 y LI 2 Plywood 2868 Door N - � M = a oNOTVERIFY ALL DIMENSIONS with 1 SHR PANTRY / co 10 10 10 III 10 INSURE' WALLS OF NEW ADDITION SD o ��'-7" -11" Q Q NOTE:4"x 4"x p, FDoorRand LAUNDRY O � 2868 2 6 2 4 LINE-UP WITH WALLS IN HOUSE. Box Tube Column GARAGE Jambs with ROOM with 4'x 12"x If—Closing 2868 CL 166 Base Plate a Hinges 32" I CL NOTE: PROVIDE FIRE BREAKS 52'x 12" x ' sD 3'_s" �" o �"— HEADER DETAIL As PER W 0 Top Plate 11'- 1'-7" -0" 2'-4" THE 2015 INTERNATIONAL w L 2)2x12 Flush Beam 2 2x12 Flush Beam _ RESIDENTIAL CODE UPDATED HEADER DETAIL M NTS. NTS' WITH THE 2016 UNIFORM PROJECT: Q Q D SUPPLEMENT LL N N o c ALL SECOND FLOOR WINDOWS S 5Y" 1 ' 0" 3'-6" 3'-4Y" " -10" S 25'-6Y" z K E L LIf V" AND EXTERIOR DOORS TO BE SET AT C-102' Tkatilil F R" E%S" I N N N N N D O O O O ON 15R KITCHEN o - . 14T s y� o DIMING - o N o o r- -� - o o N o 0 o ROOM 2895 WELLS AVE. N N SOUTHOLD NY 11971 0' x 8' Garage Door 10' x 8' Gara e Door o FO R o 0 o W21x50 Steel Beam W/Top Plate 0 tip'-�'> (4)j" Bolts 52"x 12" x 3' steel SCTM # 1000 — 70 — 04 —13 ^ A,b ova no 3Y" Top Plate 15'-6" ° '-6` 15'-6" r , 2" DRAWING TITLE: 2'_ 4"x 4" x 4" Steel L -------- Column ANDERSEN ANDERSEN ANDERSEN ANDERSEN 12"x 12" x '" Steel FIRST FLOOR PLAN ADH2658 ADH2658 1268 3068 1268 ADH2658 ADH2658 / Base Plate (4)8 Bolts NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE FRONT STEPS o T Y P. STEEL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL COLUMN I N GARAGE FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT -0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: A A A A OF NEWY MAY 24, 2019 O4P��C 0 a', O�� PROJECT N0: U� C �9 1050-2019 M'I DRAWN BY: 7'-0 Y -4` " 12'-0" 7'-0" '-6 " 7' '-1Y" —lY" ' 7'-4" -r2 B D K <tj CHECKED BY: 26'-0" 2'-0" © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE SHELL�\°81668 /r ,c . i C�;�` SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT fiFSC1C7^YnY' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ® �"L� KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al FIRST FLOOR PLAN PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. /r�22/� of DOB NUMBER: OF x� x Acceptance of these drawings does not authorize the right to build without the authorization SCALE: 1 /4 = 1 _0" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHL-DESIGN-ASSOCIATES, LT agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL '//,,/% CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, O / AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE /� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. II 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) F— 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHL DESIGN ASSOCIATES LLC PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential & commercial design o consulting 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) P0.Box 1675 phone: l631)433-9084 Southold,New York 11911 E-Mail: ssbn6540doptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC F� A A A OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 26'-0' 42'-0" O" 23/" '-23/" 3'-6Y" 3'-0" 11'-3" 16'-OY" -8Y" 3'-0" 3" SM 3" SM 3" SM 3" SM NOT FO R ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ADH3250 ADH3250 ADH3250 ADH3250 ADH3250 ADH3250 CONSTRUCTION wo USE UNLESS 00 0 Li Z CERTIFIED BY 34- 3„ Sid 3” SM 3" SM z Q PROFESSIONAL N ANDERSEN ANDERSEN ANDERSEN Q ADH3250 ADH3250 ADH3250 5 2'-6Y" 3'—°° ENGINEER Typical 2x10 Header I W/4 Plywood Filler 2 CL L 0 2 6 � 0 (Used in 2x6 Wall) o J I 15'-0" 16'-6" 3'-0" p WORK NOTES: W2 6 4'-0" n'-6Yz" -o" o BEDROOM 2 2 N wN �" 25'-6� :o �, �z � V - Q Q BEDROOM 3 ' — 4 Plywood �_ - O W .O N I N " -0" BEDROOM a _ ��- 10 10 O 5068DD SD 6 - '" z 4," z 2" C L " U)N LLJw = i 2868 _J 2868 O W "oma Q Q � Cn � 00 HEADER DETAIL L i� '4s - 15'-1Y° '-1oY � jD ° Q o NTS. ( N �� Q Q O Q Q SD � SD SD � � M r} 2868 2868 3'_ z 2868 2868 15'-9r2- 14 5'-9� 0 0 o I 0 14'-1y" Z' 11-1 y" T-7Y" 3'-s" 10'-2�' Typical 2),10 Header -9" 3'-7" -0% r-4Y" o 3 7° PROJECT: BATHROOM w/Z" Plywood Filler �L z N CL ` NcD Hgt. of wall 84 LOFT AREA — L,� (Used in 2x4 Wall) r 166 j -1 0Hgt. of w II 66" Hgt. of wall 61'_g3j" CL `v CL" O 5Y" z — 3 „ E I D E , I % U F 3'-7" 2" - - 2 2 0 15R �--4-9 2 0 1' 10Y"—r PROVIDE HURRICANE STRAPPING IN 2 2 7'-6° N 14T ACCORDANCE WITH THE WILL THE TOILET TANK 0 2'-6 2'-2Y" 2015 INTERNATIONAL RESIDENTIAL CODE °1 3'-7" BE IN THE WINDOW , -11} 3'-7" -3" UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2895 WELLS AVE. 2 SOUTHOLD, NY 11971 1" 5Y" 3'-7" 2 Plywood o ANDERSEN a ANDERSEN L -� 2 NOTE: VERIFY ALL DIMENSIONS TO ADH2640 ADH2640 - 2y - -6" 2 IPIINE �TH OORSNEX OORSNEW ADDITION SCTM # 1 - " 3'-7" AL O 000 - 70 - 04 -13 10 10 5Y" 3 7" HOUSE. z 5Y 2 4 DRAWING TITLE: ANDERSEN ANDERSEN o ANDERSEN o ALL HEADERS ARE TO BE (2)2x1° W/ PLYWOOD AS ADH264-0 I ADH2640 I PER DETAIL UNLESS HEADER DETAIL -s" -s" _s" OTHERWISE NOTED NTS. I I SECOND FLOOR PLAN 9" ' 3'—L2'-3'_17'-6" 2'-3" 2'-3" 9" 11� J'--2'-3" 2'-3" '-12 1 2'-3' 2'-3' 1r2NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION 26'-0' 42'-0' LINE-UP WITH WALLS IN HOUSE. 8'-0" NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL NOTES: RESIDENTIAL CODE UPDATED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE A AA A WITH THE 2016 UNIFORM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE SUPPLEMLNT PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LFIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR ALL SECCIID FLOOR WINDOWS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT AND EXTERIOR DOORS TO FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. BE SET AT 6'-102'" SEAL: DATE: �E OF NEW y MAY 24, 2019 ,gyp. 0 PROJECT NO: SECOND FLOOR PLAN a���� 0+Qq��9�� DRAWN BY050-2019 >> > >> 13DK SCALE: 1 /4 = 1 — 00 CHECKED BY: COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ('�`� 081£36B SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT p�OFFSCioNP ' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEAl 03 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 111-2-S11 C DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHLDESIGN"ASSOCIATES, LLc agencies prior to construction. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION -' USE A MINIMUM OF TWO Ed NAILS THIS MTS 2 0 L T S 2 0 � SIDE OF TRUSS. /r �� ALLOWABLE LOADS LOAD o SIDE OF CEILING JOIST /i '' '2 /• ® PROVIDE t HGAI OKT ON a" / O c ti ___Ill.Jl.l -- + •� •- __1 I 1 1 I la.�.__�`.7 i_Tm I �.r�1; FASTENERS WITH -- LATERAL TOTAL FOUR o AND ON SIDE OF RAFTER ✓;.,✓ .�,,__�• ,,,r, MODEL GA UPLIFT UPLIFT (133/160) 8d X' CODE 8d NAILS N0. TO TO TO AVG NAILS F. INTO TRUSS •° RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& __ STu TRUSS a =- NOTE: REFER TO SIMPSON WOOD CONSTRUCTION __= TAKE-SIMPSON TAKE-UP WASHER KE �'C T Lw H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ART -x12 .° (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Ed NAILS •° � o P0.Boz 1675 phone; (631)433-4084 MODEL GA 2 REF. INTO o o •° ,> o Southold,New York 11971 E-Mail: ssbn654@oplonline.net NO. MAX. CLEAR ULT. LFTA LFTA PLATES °mo ° L QTY DIA 1 2" 2 3" 34" 1 2' 2 " 3" 3J" o , • WIDTHSPAN ��� EIGHT--' 8d NAILSS P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO 12051400 5, 44, 85 STUD LFTA 16 2J" 17" 38J"16-10d — 4200 0' ° JWNERSHIP & USE OF DOCUMEMS: DOUG—FIR LARCH / SO- PINE FASTENERS 2 ALLOWABLE UPLIFT LOADS] These drawings and specifications including the ALLOW ° MODEL L AVG 10d 10d x 1j" CODE ULT. REF. LFTA No. L_ S T A 2 1 therein, are the property of KEHL DESIGN 10d tDd x 1�" (133 / 160) (133) (160) ideas, design and arrangements represented ° ASSOCIATES, LLC. No part thereof shall be o ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° ° HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ART -x12 o °° oo DETAIL "I�" they have been prepared without written consent. o° LST20 20 12-10d 12-10d x 12383 775 720 720 3, 41 GNW- STU DETAIL "E" °° 5" COUPLER NUT 8 DOUG-FIR-LARCH Equal number of o' �SIMPSON RECTION SO. PINE CODE specified nabs In °° TAKE-UP WASHER TYPE OF DIRECTION LOAD ALLOWABLE LOADS REF. - DI MODEL CONNTION FLOOR ROOF (133/ each end Simpson Strong-Tie NO. (100) (125) 160 G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 1 RI MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ART)-x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE N0. BASE BODY 4 s s BOLTS LOAD DESIGN ° CA HB SB W H B SO CL DIA ' DESIGN WHEN RAISED OFF °Oo GA QTY DIA 1�" 2" 2�" 3" 3�" 5�" LOAD THESILL PLAT o 0 HD2A 16 12 4 2}" 2 " 8" 24" J" 11 " g' 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° o y 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG OF SP O W L STUD PLATE ULT. 1133)2 / (160) REFE F ) SP4 3A 74" 6-10d x 1}" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE } NO. GA W L NAILS 100 R (133) (160) REF. °O (WORK NOTES: LSTA21 20 16-10d 905 1 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA L NAILS 10�R (133) (160) REF. Simpson Strong-Tie STU 5"- W ° MSTA24 18 1 24 18-10d1 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE LUS46 SIMPSON TAKE—UP WASHER MODEL FASTENERS OT FO L SPACING REF. HD2A 3 N0. (LENGTH END GA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 °C. STRUCTE01'" OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 Simpson Strong-Tie I Vt CS15 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERSD N.. UG FIR LARCH/SO. NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL N A wA8 E A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" c V NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR too SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES CERT'1 'ED tOd 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. BY A LUS46 18 -EF 4J" 2 4-16d 4-16d 6076 1140 1160 1-11000 1150 1250 7, 40, 127 DETAIL "I„ CN W- HUS210-2 14 3�" 91 2 — 8-16d 8-16d 6076 1755 2105 1650 1900 —12065 1, 36, 84, 122COUPLER NUT PROFESSIO�� L DOUG-FIRLARCH/So... P WA A ART "x12 FASTENERS FT LATERAL CODE STU 8 UPLIFT (133/160) REF. MODEL AVG N0. GA ULT. SIMPSON EO��EE TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDS)"x12' 4-SDS}"x3" 1523 1 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNN- $ SIDE OF TRUSS, /COUPLER NUT S P 4 ; /• // ANCHOR BOLTS TOTAL FOUR o ISE A MINIMUM OF 8d NAILS TWO Bd NAILS THIS MTS 16 S� L S T A 21 SIMPSON M P S❑N I I 8 INTO TRUSS SIDE OF TRUSS, MTS16 SIMPSON TOTAL FOUR �. HD2A TAKE-UP WASHER Strong-Tie 6d NAILS ° L S T A 21 PROJECT: INTO TRUSS HUS210-2 lk aF TWO o Fl 8 AIL • o TO o PLATE EIGHTS oOo C EE TWO ° o 0R" E:z S I!, 'i ?� ®l d NAIL Bd NAIL INTO INTO 8DETAIL "A" STUD Simpson Strong-Tie PLATES °0, o / "' Ed NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" INTOSTUD Simpson Strong-Tie o 2895 WELLS "E. H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "L" SOUTHOLD, NY 11971 LFTA LFTA _ _ _ >°° DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SCTM # 1000 70 04 13 Ridge Strapping NOTE: -- --- - --- -- --- BPALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1,0 , ROOF = 1.0 DRAWING 1I1LE: LSTA30 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. lD 3" THROUGH ROOF 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 2nd FLOOR 3" THROUGH SIMPSON WINDLOAD ROOF I 1V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. . 2nd FLOOROR per vertical ft. �. 3' 3" 3 2,• ROOF 1'-0' DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. CHARTS & CALCULATIONS ROOF AREA = 2831 sq/ft / STRONG-TIE DETAILS I� 3. MASTER BATHROOM 3. GUESTBATIITOOId / ROOF DRAINAGE LTP4 Ll 2" 2 2 ' 3" 2 2 2„ 3 2 2' A = 2831 sq/ft CALCULATIONS AND LTP4 ,St FLOOR 2 2 2 2 3 2 2 R = 2" RAINFALL = .17 ft PLUMBING RISER DIAGRAM ROOF 2nd FLOOR 3 3 ' C = COEFF, = 1.0 NOTES: LTP4 3•' V = 2831 x 1 x ,166667 = 471.83 C.F. I BURERS 3.. 3.. 3„ DETAIL "C" �" PRM THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2• l41M DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. IITRINGEMENTS WILL BE 2•• 2- 3• Roots MASTER T},IOQA1 3• PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 3 ' 2„ 472 / 42.25 VERTICAL FT. / FT = 11.17 V.F. 1 FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections 2" „ 'st 2.O 1st FLOOR USE (2) 8 DIA. POOL 6-0 DEEP = 12 U.F. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR FLOOR - UIJFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT c.o., FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Ridge Strapping 2 2• 2 OR 3" Detail 472 / 22.3 VERTICAL FT. / FT = 21.17 !SEAL:: DATE: 4•• F.A. VENT 6•• ABOVE GRADE USE 4) 6' DIA. POOL 6' DEEP = 24 V.F. MAY 24, 2019 , LTP4 DETAIL "B" c.o 4�.o OF NFby PROJECT NO: LTP4 C. Y 3" 3" 3" a" `4 � � (� O� 1050-2019 Simpson Strong-Tie HOOSE TG scwA APPROVED POOLS TO BE PLACED ON OPPOSITE SIDE OF q SEWERAGE SYSTEM '` � U ,�- DRAWN BY: Floor-to-Floor Connections TRAP HOUSE AND/OR LEADERS TO BE PIPED TO 0 4 BDK ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY * z ''' t."' '� EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) POOLS (1/2 OF THE ROOF TO DRAIN TO EACH " ry CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC UJ UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTI❑NS n 4�-CaM�.ea4' �"' SHLLL NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). t 2s��Ak 08186a �� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH unless otherwise indicated, is Simpson Strong-Tie, OFESSIO THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. No substitutions are approved or authorized, ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2} 1, AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to WHERE TRAFFIC IS TO BE PRESENT. S13n/r9 the other components of the structure, any framing IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB." UMBLR: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - �rm, these plans HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor BE DIVERTED TO EACH POOL '® MlbDESIGN•ASSOCIATES, �c 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) assuming responsibility for the design and " 01iLI 111J_ G i r ----- KEHL DESIGN ASSOCIATES u c l L l_ 11 residential & commercial design • consulting ' LI L 11 P0.Boz 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net llll 1W.� LLLLI uLEIJJ LiLLUL Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP xc USE OF DOCUMENTS: I U These drawings and specifications including the LILI eas, design and arrangements J idthereinn, are the property of KEHLDESIGN LILLUIII IIII ASSOCIATES, LLC. No part thereof shall be I t1Ll copied, disclosed to others or used in connection - with any work or project other than for which they have been prepared without written consent. ILI L LL NOT FOR IIII 1 11 11 1111 II III- L1 WIlk Ll LILLN CONSTRUCTION I �l II I I I LJ I 11u LUQ USE UNLESS LIL CERTIFIED BY A 1JLPROFESSIONAL U _u t I -� a ENGINEER N 1 WORK NOTES: IL0 00' 0 I J r FRONT ELEVATION (WEST SIDE) SCALE: 1/4"=V-0" LEI 11 I U I 1111 11 1111 11 111 H 11-11-11 1111 1 1 11 1 lI 11 1111 !1 ii-I-11 11 111 IIIIH I III lI I l 11 1 L LL 1�--SLI PROJECT: dLiL PROVIDE HURRICANE STRAPPING IN L j W I� �1_11a�ul I I L 2015 INTERNATIONALACCORDANCE WITH NTIAL CODE I I IL II_il II IIII I UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, �L _1111- Ill 11 U f ll I I !1 ll_JJ_LI�LLLJ_LI ll :� � �,� 1�I I U U JIJ JIJU JIJU J�U JU JUU" I U-J-- UU U L NOT: VERIFY ALL DII,IENSIONS TO Lh --- - �' -------- IIJSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING 2895 DELLS AVE.lu N HOUSEFIF PFT F� . 6�7 J /'�1f LL SOUTHOLD, PAY 11971 CV L —1-1 _LIL M � ALL HEADERS ARE TO BE ]LE�I II L1 (2)PER DWTAPLUNOEDSAS ---� OTHERWISE NOTED SCTM # 1000 - 70 - 04 -13 DRAWING TITLE: EH ll1 I I l l l t iL NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION ELEVATIONS LINE-UP WITH WALLS IN HOUSE. AS NOTED ALL NOTE: PROVIDE FIRE BREAKS AS PER NOTES: 71-1: �[ :IEIE THE 2015 INTERNATIONAL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE RESIDENTIAL CODE UPDATED DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ® ❑ �� o WITH THE 2016 UN'FORM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LL SUPPLEMENT FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE Q DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONSU D E TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT n ALL SECOND FLOOR WINDOWS FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. u AND EXTERIOR DOORS TO SEAL: DATE: BE SET AT 6'-102' MAY 24, 2019 PROJECT NO: 1050-2019 OF New ' DRAWN BY: O. (3,q �'A,f B D K REAR ELEVATION (EAST SIDE) CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL * f J,�+ SCALE: 1/4"=1'-O" CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE rHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 0 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SOA 0,81868 ��'� A201 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ROFESSIQ P� DO 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization B NUMBER: OF PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building —/?I/I q Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® MDF&GN,ASSOQAM at + 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL %° .:�A" •.'•r /�•'..•,,,.':;1, /,"..i, ;' mss j/ CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. / AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THELIMITATIONS OF OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH �I THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHL DESIGN ASSOCIATES LLC PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential & commercial design • consulting J <, 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) P0.Boz 1675 phone: (631�433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,nei Kehl Design Associates,LLC®formerly D A K Associates,LLC 7: OWNERSHIP OWNERSHIP & USE OF DUCUMEN TS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN IL IL IL IL LJASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection II II II III LII II II ILII with any work or project other than for which iI II gI II LI II II II II they have been prepared without written consent. I � N MJ NOT FOR CONSTRUCTION J , USE UNLESS CERTIFIED BY A N PROFESSIONAL ENGINEER WORK NOTES: RIGHT ELEVATION (SOUTH SIDE) SCALE: 1/4"=1'-0" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. c PROJECT: MOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION " ALINE WITH FLOORS IN EXISTING ' e � ,�► HOUSE. #w, ;tib ELLALL HEADERS ARE TO BE (2)200WTAILLU WOOD-1L]-1 FIE] PER 4 OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS 2895 WELLS "E. INSURE WALLS OF NEW ADDITION SOU 1 BOLD, IVY 11971 LINE-UP WITH WALLS IN HOUSE. SCTNI # 1000 - 70 - 04 -13 NOTE: PROVIDE FIRE BREAKS AS PER DRAWING TITLE: THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE LL26 UNSUPPLOEIMENTIFORM ELEVATIONS FIFF] - 1 AS NOTED ALL SECOND FLOOR WINDOWS IT] AND EXTERIOR DOORS TO NOTES: BE SET AT 6'-102" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF PIE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: MAY 24, 2019 PROJECT NO: ��OF NEwI,, 1050-2019 LEFT ELEVATION (NORTH SIDE) CO �� 0. F3-1 � DRAWN BY: 'A SCALE: 1/4"=V-0" O� 'C` y BDK * Q I ,,.; 1�, * CHECKED BY: © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE *1 9 LIJ SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT m2 Cn= '- WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `r�pA 081863 ��'0 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �OESSIONP" A202 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® IEffiDESIGN•ASSOMTES,uc agencies prior to construction. A. ILJCJ_ i KEHL DESIGN ASSOCIATES �.c residential & commercial design • consulting PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.nef Kehl Design Associates,LLC 0 formerly D A K Associates,-7LLC p �,,,'1JYJ� ;%J7ry"-i. 'OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN Ride Vent ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Hurricane Strapping Y or 2212 Ridge with an work project other than for which they have been prepared without written consent. 2x10 Rafters 16" ac. e" CDX Roof Sheothi g PROVIDE HURRICANE STRAPPING IN 30#Felt ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE Architectural Fiberglass UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. RIOT FOR Roof System Ridge Vent 2x10 Rafters 16" oc. COI�STF�UCTIO " 2x6 al Tie $" CDX Roof Sheathing NOTE: VERIFY ALL DIMENSIONS TO 2x10 Rafters 16"cc. 30#Felt INSURE FLOORS OF NEW ADDITION 5" CDX Roof Sheathing Architectural Fiberglass NN S�+S 9 ALINE WITH FLOORS IN EXISTING USE U�LE.7S 30#Felt Roof System �/ /� Architectural Fiberglass 2x12 Ride HOUSE. CERTIFIED BY A Roof System (2)2xlO Flush 2x10 Rogers 16" co. HurricaneStrapping2x12 Ridge /� 2x6 / 2x4 Strongback Ceiling Joist Hdr. �" CDX Roof Sheathing 2x12 Ridge 2210 Rafters 16" thi ALL HEADERS ARE TO BE PROFESSIONAL 30# Felt �" CDX Roof Sheathing (2)2210 W/PLYWOOD AS �'± �yy'� Architectural Fiberglass R-19 Insulation 30# Felt PER DETAIL UNLESS E 1� I I V E E R Hurricane Strapping �° Carriage Bolts Roof System Architectural Fiberglass V R-30 Insulation Roof System OTHERWISE NOTED R-19 Insulation Hurricane Strapping ,n�` 1X8 Azek Fascia 2x10 — Woo. CeilingJoists( UUU R-30 Insulation 2x10 — 16"oc. Ceilingn�,Joists( UU 226 Ceilin Joi �1X8 Azek Fascia NOTE: VERIFY ALL DIMENSIONS�—Z' Sheetrock 1X8 Azek Fascia INSURE WALLS OF NEW ADDITION 18" Azek Beaded Vented Soffit 2' Sheetrockhurricane Strapping / (2)2x8 Header LINE—UP WITH WALLS IN HOUSE. 2x Soffit Framing 2x6 16"oc. Ceiling Joist 18" Azek Beaded Vented Soffit / Hurricane Stropping R-21 Insulation r' 2x Soffit Framin WORK NOTES: Typical 2x10 Header 2x6 Top Plates g Sheetrock (2)2x10 Header g O / 3" Plywood BEDROOM CL 2xs Top Plates 3 2 2x10 w 4 PI ood Hdr (2)2x10 w/ 4" Plywood Hdr NOTE: PROVIDE FIRE BREAKS W/ �" CDX Exterior Sheathing 4 Plywood Filler R-30 Insulation—/ (2)2x6 Sill �" CDX Exterior Sheathing R-21 Insulation AS PER 226 Stud; Sheetrock R-21 Insulation 2x6 Studs THE 2015 INTERNATIONAL 30 Felt (2)2x10 Header Used in 2x6 Wall) 30# Fell RESIDENTIAL CODE UPDATED NuCedur 7" Vinyl Perfection Shingles Siding NuCedur 7" Vin Perfection Shingles Siding�" Sheetrock Hurricane Strapping Yl 9 WITH THE 2016 UNIFORM Hurricane Strapping R-21 Insulation SUPPLEMENT n�'cJ R-30 Insulation h 2 2 2x12 — Woo. Floor Joists 2x12 — 16"oc. Floor Joists ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO 5" Type "X" Sheetrock BE SET AT 6'-102" 18" Azek Beaded Vented Soffit R-30 Insulation W21x50 Steel Beam W/Top Plate— on all Walls and Ceilings 2x Soffit Framing 9 32x6 Top Plates 4 Plywood (2)2x10 w/4" Plywood Hdr g' CDX Exterior Sheathing—� 10 10 2x6 studs GARAGE 30#Felt 2x6 Studs 16"oc. 6 NuCedur 7" Vinyl Perfection Shingles Siding R-21 Insulation R-21 Insulation Hardi-Plank SidingHurricane Strapping s"x18" Anchor Bolts Max. 32"oc. \ sg° Type "X" Sheetrock Anchor Bolts to be Located within 2x6 Shoe on all Walls and Ceilings HEADER DETAIL 12" of the end of all Boards and 4" Conc. Slab with Corners. Provide 3"x 3" Square _ _ _ _ _ _ _ _ _ _ _ 6x6 / 10x10 W_W.MPT_ NTS. Washers - - - - - — — — — — — — — — — — — — — — — Hurricane Strapping Grade 30#Felt (4)#5 Horizontal Rebar t Spaced 24"oc. 8" PC. Foundation (See Foundation Sections) #6 Vertical Rebar Typical 2x10 Header Spaced 32"oc. PROJECT: w/2111 Plywood Filler (4)#5 Horizontal Rebar Spaced 24"oc. (Used In 20 Wall) #5 Rebar \:a Spaced 24 oc New '°�, < Conc. Ftg. (Min) (5)#5 Rebar R 2 2 3'—D" Below Final Grade Equally Spaced (See Foundation Sections) 2895 WELLS AVE. 2" Plywood CROSS SECTION A SOUTHOLD, PAY 11971 SCALE: 1/4"=1'-0" 10 10 SCTM # 1000 - 70 - 04 -13 4 DRAWING TITLE: HEADER DETAIL ELEVATIONS NTS. AS NOTED :NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT DESIGN CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. °'SEAL: DATL. MAY 24, 2019 Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ��OF NEVtr Y 0� Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C �� �• Bq� ',� DRAWN BY050- 2019 agencies prior to construction. �� �9 BDK �k -A HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL t CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. nn2 L � '�� ��u� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE :3 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 08186 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE, ESS10A301 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ,' ` �" DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 0 KEIbDESIGN"ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /s KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Boz 1675 phone; (631)433-9084 Southold,New York 11971 E-Mail; ssbn654@opton1ine.r l Ridge Vent Hurricane Stropping PP 9 �,r 2x12 Ridge e Design Associates,LLC o formerly D A K Associates,LLC 2212 Rafter Ridg ,%I� ?.r-" r ���%?�•_ ./ „ .,f%��r„_. OWNE=RSHIP & USE OF DOCUMLNIS: These drawings and specifications including the 200 Rafters 16” oc. ideas, design and arrangements represented 8" COX Roof Sheathing therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 30# Felt 2210 False Rafters 16" oc. copied, disclosed to others or used in connection 2x12 Rafter Plate with any work or project other than for which 2212 Ridge they have been prepared without written consent. Architectural Fiberglass Roof System Ridge Vent PROVIDE HURRICANE STRAPPING IN 2x10 Rafters 16" oc. e" CDX Roof Sheathing ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 2x10 Rafters 16 oc. 30#Felt UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTFOR CDX Roof Sheathing x ollar ie Architectural fiberglass 30# Felt Roof System Architectural Fiberglass CONSTRUCT10�, Roof System " Carriage Bolts NOSUREVERIFY FLOORS ALL OFON'EW ADONS TO DITION TIONN USE ATTIC STORAGE ALINE WITH FLOORS IN EXISTING E U N LE�7S 2210 Rafters 16" oc. UNHABITABLE AREA 2x6 Vertical Tie 2x12 Ride HOUSE. CERTIFIED BY e" CDX Roof Sheathing 9 Ridge Vent 30 Felt " Carriage Bolts 2x10 Rafters 16" oc. Hurricane Stropping 2x12 Ridge ��++ /� # J" CDX Roof Sheathing 2x12 Ridge 2x10 Rafters 16" oc. ALL HEADERS ARE TO BE �O F E�7S I O �hi►L Architectural Fiberglass 2x6 /224 Strongbock (2)2x10 Flush 30# Felt J" CDX Roof Sheathing Roof System (2)2210 W/ PLYWOOD AS R-19 Insulation R-19 Insulation Ceiling Joist Hdr, Architectural Fiberglass 30# Felt Hurricane Stropping Carriage Bolts Roof System R-19 Insulation Architectural Fiberglass PER DETAIL UNLESS ENGINEER R-30 Insulation R-30 Insulation R-30 Insulation Roof System OTHERWISE NOTED Mu am Hurricane Strapping 2x10 – 16"oc. Ceiling Joists ( 2x10 – 16"oc. Ceiling Joists 1XB Azek Fascia 2x6 Ceilina Joi v� � r^ 1X8 Azek Fascia �—1X8 Azek Fascia NOTE: VERIFY ALL DIMENSIONS q Sheetrock Sheetrock – / INSURE WALLS OF NEW ADDITION 18" Azek Beaded Vented Soffit 2" Hurricane Strapping (2)2x8 Header LINE–UP WITH WALLS IN HOUSE. 2x Soffit Framing ( I I g" Carriage Bolts 2x6 16"oc. Ceiling Joist 18" Azek Beaded Vented Soffit Hurricane Strapping 9 R-21 Insulation �— t^ 2x Soffit Framing Typical 2 X 10 Header 2x6 Top Plates g Sheetrock (2)2x1 O Header " Sheetrock WORK NOTES: (2)2210 w/�" Plywood Hair. � 2x6 Top Plates 3„ 5„ I I " Sheetrock R-30 Insulation (2)2x10 w/ q" Plywood Hdr NOTE: PROVIDE FIRE BREAKS W/4 Plywood Filler e COX Exterior Sheathing 2• LOFT AREA R-21 Insulation 4 y 2x6 Studs I BEDROOM I (2)2x6 Sill CDX Exterior Sheathing AS PER 30# Felt R-30 Ins to tan t. R-21 Insulation (2)2x10 Header 2x6 Studs THE 2015 INTERNATIONAL (U sed in 2x6 Wall) NuCedar 7" Vinyl Perfection Shingles Siding `f d i Sheetrock 30#Felt RESIDENTIAL CODE UPDATED Hurricane Strapping ( I Hurricane Strapping Hardi-Plank Siding WITH THE 2016 UNIFORM 2x18 Rafter Extension 2x6 Shoe 4" Dak floors 2" 4" Oak floor �„ SUPPLEMENT I g Sheetrock—"' 2x8 Rafter Extension 2212 Box Beam (2)Layers ' CDX Subfloor R-30'Aulation R-30 Insulation (2)Loyers 2' CDX Subfloor R-30 Insulation 2 2 1X8 Azek FasciaALL SECOND FLOOR WINDOWS 2x12 - 16"oc. Floor Joists d9b (A 2x12 - 16"oc. Floor Joists AND EXTERIOR DOORS TO 18" Azek Beaded Vented Soffit �^ r r, BE SET AT 6'-10" 2z Soffit d Sof i, g Sheetrock 2" g Sheetrock k Sheetrock 3„ g p Sheetrock 2" Plywood 226 Top Plates p" Sheetrock ' Sheetrock 4 y (2)2x10 w/J" Plywood Hdr " CDX Exterior Sheathing t., 1 0 1 0 2x6 Studs �" Sheetrock PANTRY/ g Shec rock 30#Felt LIVING ROOM KITCHEN 226 Studs 16"oc. LAUNDRY 6 NuCedar 7" Vinyl Perfection Shingles Siding ROOM R-21 Insulation 30# Felt 2x6 Shoe a" Oak floor " Oak floor Hardi-Plonk Siding 1„ 2° 1" NuCedar 7" Vinyl Perfection Shingles Siding Z2 (2)Loyers 2 CDX Subfloor R-30 Insulation 2° R-30 Insulation (2)Loyers g CDX Subfloor R-30 Insulation HEADER DETAIL 2x12 Box Beam _ 4 6M��'U 2x12 - 16"oc. Floor Joists(� 2x12 - 16"oc. Floor Joists NTS. O#5 Horizontal Rebor U V U - Hurricane Strapping •PROJECT: Spaced 24"oc. J"x18" Anchor Bolts Max. 32"oc. W8x28 Steel Beam W/Top Plate Grade Anchor Bolts to be Located within 2" 12" of the end of all Boards and W8x28 Steel Beam W/Top Plate Corners. Provide 3"x 3" Square 8" PC. Foundation Washers BASEMENT BASEMENT ' (See Foundation Sections) BASEMENT #6 Vertical Rebar Typical 2 X 10 Header Spaced 32"oc. 4x42;" Steel Box Tube 424x4' Steel Box Tube )„ with 12"x12"x2" Base Plate with 12"02%21" Base Plate ; �– (4)#5 Horizontal Rebar r"• r i^^ „ r W 2 Plywood Filler H C and 54 x 12 x q Top Plate and 54 x 12 z Top Plate 1, D L= q Spaced 24"oc. 4" Conic. Slob with 4" C c. Slab with 4" Conc. Slob with (Used In 2X4 Wall) #5 RebarN 6x6 / 10x10 W.W.M. 10210 W.W.M. 6x6 / 10x10 W.W.M. Spaced 24"oc. \ .1. 289 WELLS i4VE. New SOUTHOLD, NY 11971 Conc. fig. (Min) (5)#5 Rebor (7)#5 Horizontal Rebar (7)#5 Horizontal Rebar 1 2 2 S–O" Below Final Grade Equally Spaced —3-6• � Equally Spaced E.W. —3-6° � Equally Spaced E.W. SCTM # 1000 - 70 - 04 -13 (See Foundation Sections) NOTE:3'-6"x 3'-6"x 12" NOTE:3'-6"x 3'-6"x 12" Conc. Fig w/(7)#5 Rebar E.W. Conc. Fig w/(7)#5 Rebar E.W. DRAWING TITLE: 2" Plywood 10 10 SECTION ><4 AS NOTED HEADER DETAIL CROSS SECTION A NTS. 3 0 ;NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DESIGN CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOPJN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF a UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ; FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. °SEAL: DATE: MAY 24, 2019 Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building (E OF NEW Y 1050-2019 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 DRAWN BY: agencies prior to construction. ��P Os�.��gR,��'r BDK 09–A NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ` CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 5 -HEFT NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE mZ L••=r°"'' �4" LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ��O 08186B �� 302 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. A��OFESSI 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) „'f DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — $►13!/14 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ® KEMDESIGN•ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) t PROVIDE: HURRICAf1E STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES,�c NOTE: VERIFY ALL DIMENSIONS TO residential & commercial design • consulting INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS N EXISTING HOUSE. PO.Box 1675 phone, (631)433-9084 Ridge Vent Southold,New York 11971 E-Mail: ssbn654@optonline.net ALL HEADERS ARE TO BE Hurricane Strapping (2)2x1D W/PLYWOOD AS 2x12 Ridge Kehl Design Associates,LLC o formerly D A K Associates,LLC PER DETAIL UNLESS 2x12 Rafter Plate OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: 2210 Rafters 16 oc. These drawings and specifications including the E VERIFY ALL DIMENSIONS COX Roof Sheathing ideas, design and arrangements represented 30#Felt 10 False Rafters 16" oc, therein, are the property of KEHL DESIGN WALLS OF NEW ADDITION P WTH WALLS IN HOUSE. 2x12 Rafter Plate ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS Architectural Fiberglass AS PER Roof System Ridge Vent THE 2015 INTERNATIONAL 2x10 Rafters 16" oc. RESIDENTIAL CODE UPDATED " CDX Roof Sheathing WITH THE 2016 UNIFORM 30#Felt SUPPLEMENT Architectural Fiberglass 2x6 Collar Tie Roof System NOT FO R R-19 Insulation J Carriage Bolts CONSTRUCTION [AND ECOND FLOOR WINDOWS ATTIC STORAGE g EXTERIOR DOORS TO R-30 Insulation E SET AT 6'-10'" UNHABITABLE AREA 2x6 Vertical Tie USE UNLESS 2 2xIO Rafters 16" oc. 2x12 Ridge s^ 9 Ridge Vent g CDX Roof Sheathing g" Carriage Bolts 2210 Rafters 16" oc. Hurricane Strapping 2x12 Ridge CERTIFIED ���'�'�® S� 30# Felt J" CDX Roof Sheathing 2x12 Ridge 2x10 Rafters 16" oc. (,� Architectural Fiberglass 2x6 2x4 Stron back g / i (2n x10 Flush 30#Felt Z/:;: B" CDX Roof Sheathing PROFESSIONIJ%L Roof System R-19 Insulation Ceiling Joist Hdr. Architectural Fiberglass 30# felt Hurricane Strapping Carriage Bolts Roof System R-19 Insulation Architectural Fiberglass R-30 Insulation R—St Insulation Tan Roof System �± ( 2x10 — 16"oc. Ceiling Joists a 2x10 — 16"oc. Ceiling Joists ( (� Hurricane Stropping V 1X8 Azek Fascia 2x6 Ceiling Joi �—1X8 Azek Fascia Sheetrock � �" Sheetrock 1X8 Azek Fascia 18" Azek Beaded Vented SoffitHurricane Strapping (2)2x8 Header 2x Soffit Framing I„ 8" Carriage Bolts 2x6 16"oc. Ceiling Joist 18" Azek Beaded Vented Soffit Hurricane Strapping 9 R-21 Insulation 2 Sheetrock 2x Soffit Framing 2x6 Top Plates " Sheetrock (2)2x10 Header O 2 2x10 w/21" Plywood 2x6 Top Plates /2 y Hdr. Sheetrock (2)2x10 w/4" Plywood Hdr WORK NOTES: " CDX Exterior Sheathing LOFT AREA R-30 Insulation 2x6 Studs BEDROOM C+�- (2)2x6 Sill " CDX Exterior Sheathing R-21 Insulation 30# Felt �_ (2)2x10 Header 2x6 Studs " Sheetrock t" Sheetrock NuCedar 7" Vinyl Perfection Shingles Siding 2" Sheetrock 2 ' Sheetrock Hurricane Strapping NuCedar 7" Vin Perfection Shingles Hurricane Strapping PP 9 Yf 9 Siding — 31, Shoe a' Oak floor4" Oak floor 2x8 Rafter Extension 2x12 Box Beam (2)Layers 2' CDX Subfloor R-30 Insulation R-30 Insulation (2)Layers " CDX Subfloor R-30 Insulation 1X8 Azek Fascia 2x12 — 16"oc. Floor Joists (M ( 2x12 — 16"oc. Floor Joists 18" Azek Beaded Vented Soffit Sheetrock Sheetrock 2" Sheetrock 2x Soffit Framing �— 2' Sheetrock 2x6 Top Plates " Sheetrock Typical 2x10 Header (2)2x10 w/ Plywood Hdr 2 3„ J" CDX Exterior Sheathing t" t" W/4 Plywood Piller 2x6 Studs LIVING ROOM 21" Sheetrock Sheetrock Sheetrock WET BAR 2 STAIRWELL 2 3D# Felt (Used in 2x6 Wall) NuCedar 7" Vinyl Perfection Shingles Siding 2x6 Studs 16"oc. �" Sheetrock--"' R-21 Insulation 30# Felt 2x6 Shoe a1, Oak floor 4" Dak Floor R-30 Insulation Ir NuCedar 7" Vinyl Perfection Shingles Siding �„ Flashing Hurricane Stropping (2)Loyers 2 CDX Subfloor R-30 Insulation 30 Insulation (2)Loyers 2 CDX Subfloor � — rI 2212 Boz Beam (4)#5 Horizontal Rebar 2x12 — 16"oc. Floor Joists ddb 2x12 — 16"oc. Floor Joists Spaced 24"oc. 58"08` Anchor Bolts Max. 32"oc. W8x28 Steel Beam W/Top Plate W8x28 Steel Beam W/Top e Grade Anchor Bolts to be Located within 5 Rebar PROJECT: 3+ 12" of the end of all Boards and —0" 1'-0" # 4 Plywood Corners. Provide 3"x 3" Square 8" PC. Foundation Washers AS MENT (see Foundation sections) _ BASEMENT BASEMENT #5 Rebar B 10 10 —o" -Ir `. #6 Vertical Rebar p, 6 Spaced 32"oc. 4x4x4 Steel Box Tube 4x444 Steel Box Tube L L with 12"x12"x2' Base Plate with 12"x12"x�" Base Plate 3)#5 Rebar (4)#5 Horizontal Rebar r"" r "" r' Equally Spaced ., j and 54 x 12 z 2 Top Plate and 54 x 12 x 2 Top Plate �� Spared 24"oc. 4" Conc. Slob with 4" Conc. Slab with 4" Conc. Slab withR § #5 Rebar 6x6 / 10x10 W.W.M. 6x6 / 10x10 W.W.M. 6x6 / 10x10 W.W.M. Rebar HEADER DETAIL Spaced 24"oc. l NTS. o #5 Rebar #5 Rebar 2895 WELLS AVE. New (7)#5 Horizontal Rebor (7)#5 Horizontal Rebar Spaced 24"oc. SOUTHOLD 1`iD I 11971 Conc. Ftg. (Min) 7(5)#5 Rebar --3'-6""— -3'-fi—� (5)#5 Rebar 3'-0" Below Final Grade Equally Spaced E.W. Equally Spaced E.W. ( ) Equally Spaced New ( ) Equally Spaced SCTM # 1000 - 70 - 04 -13 See foundation Sections NOTE:3'-6"z 3'-6"z 12" NOTE:3'-6"x 3'-6"z 12" Conc. Ft Min Conc. Ftg w/(1)#5 Rebar E.W. Conc. Ftg w/(7)#5 Rebar E.W. 3'-0" Below Final Grade (See Foundation Sections) AWING TITLE: a Typical 2x10 Header w/2" Plywood Piller a (Used in 2x4 Wall) SECTION AS NOTED 2 ' 2 CROSS SECTION A 30 2" Plywood ,NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 10 10 © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1EAL: DATE: HEADER DETAIL MAY 24, 2019Acceptance of these drawings does not authorize the right to build without the authorization PROJECT No: NTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building N 1050-2019 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such pCE�F NEW)"Y0 DRAWN BY: agencies prior to construction. ` �� 0. BqBDK N * �zat9-A CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. +� W SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ? LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH `sFp 081868 C� 303 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. Ak�FESSIONP�� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) -VA 4 ® EEHbDESIGN"ASSOCIATES,ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) :' J1 r KEHL DESIGN ASSOCIATES nc residential & commercial design • consulting P0.Box 1675 phone; (631)433-9084 Southold,New York 11971 E-Mail; ssbn654Qoptonline,net Ridge Vent Hurricane Strapping 2x12 Ridge Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x12 Rafter Plate77� /i_/'7 ',;�1�/i/i% UWNLKSHIN & USE OF DOCUMLN I S: 2x10 Rafters 16" oc. These drawings and specifications including the CDX Roof Sheathing ideas, design and arrangements represented 30#Felt 10 False Rafters 16" oc. therein, are the property of KEHL DESIGN 2x12 Rafter Plate ASSOCIATES, LLC. No part thereof shall be x copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Architectural Fiberglass 1 EUPOAH OVIDE HURRICANE STRAPPING IN Roof System Ridge Vent ACCORDANCE WITH THE 2x10 Rafters 16" oc. INTERNATIONAL RESIDENTIAL CCDE " CDX Roof Sheathing THE 2016 UNIFORM CODE SUPPLEMENT. 2x10 Rafters 16" oc. 30# Felt 8' CDX Roof Sheathing Architectural Fiberglass 30 Felt Roof System NOT FO R Architectural Fiberglass x altar ie IVERIFY ALL DIMENSIONS TO Roof System CONSTRUCTION INSURE FLOORS OF NEW ADDITION �" Carriage Bolts ALINE WITH FLOORS IN EXISTING ATTIC STORAGE HOUSE. 2x6 Vertical Tie 2x10 Rafters 16" oc. UNHABITABLE AREA 202 Ridge Ride Vent E UNLESS CDX Roof Sheathing 3 2x10 Rafters 16" oc. Hurricane Strapping 2x12 Ride CERTIFIED + T 30# Felt g Carriage Bolts PP g g VER I F I E D 13Y /� ALL HEADERS ARE TO BE CDX Roof Sheathing 2212 Ridge 2210 Rafters 16" oc. /� Architectural Fiberglass 2x6 / 2x4 Strongback (2)2x10 W/PLYWOOD AS Roof System (2)2x10 Flush 301 Felt g' CDX Roof Sheathing [� /� PER DETAIL UNLESS R-19 Insulation R-19 Insulation Ceiling Joist Hdr. Architectural Fiberglass 30#Felt PROFESSIO!"Y'AL OTHERWISE NOTED �y,� Hurricane Strapping " Carriage Bolts Roof System R-19 Insulation Architectural Fiberglass R-30 Insulation R-30 Insulation R-30 Insulation Roof System E!�IG W E E R Hurricane Strapping NOTE: VERIFY ALL DIMENSIONS 1X8 Azek Fascia 2x10 - 16"oc. Ceiling Joists 2x10 - 16"oc. Ceiling Joists CM x10- 16"oc. Ceiling bs A Ceilin J i �— 1X8 Azek Fascia INSURE WALLS OF NEW ADDITION " Sheetrock 2' Sheetrock 1X8 Azek Fascia LINE-UP WITH WALLS IN HOUSE, 18" Azek Beaded Vented Soffit 3^ Hurricane Stropping 2 2x8 Header H g Carriage Bolts 2x6 16"oc. CeilingJoist 18" Azek Beaded Vented Soffit urricane Stra m 2x Soffit Framing R-21 Insulation PP 9 2x Soffit Framing 2x6 Top Plates I�— g' Sheetrock (2)2210 Header NOTE: PROVIDE FIRE BREAKS (2)2x10 w/2' Plywood Hdr. BEDROOM BATHROOM 2x6 Top Plates s, (2)2x10 w/ 4 Plywood Hdr. WORK NOTES: AS PER g CDX Exterior Sheathing I R-21 Insulation R-21 Insulation s 2x6 Studs I (2)2x6 Sill e CDX Exterior Shea THE 2015 INTERNATIOiJAL thing RESIDENTIAL CODE UPDATED 30# Felt R-30 InsylatonI Sheetrock Sheetrock �• (2)2210 Header 230#tFelt NuCedor 7" Vinyl Perfection Shingles Siding in WITH THE 2016 UNIFORM Hurricane Strapping � � �" Sheetrock Hurricane Stropping PerfectondShn IesnSidin SUPPLEMENT 3" Oak floor 3" Oak floor g g 2x8 Rafter Extension 2x6 Shoe 4 4 2x8 Rafter Extension 2212 Box Beam (2)Loyers �"ICDIX Subfloor R-30 Insulation R-30 Insulation (2)Loyers 21" CDX Subfloor R-30 Insulation AI_L SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO 1X8 Azek Fascia 2x12 - 16"oc. Floor Joists ( 2x12 - 16"oc. Floor Joists BE SET AT Typical6'-10p" 2x10 Header 18" Azek Beaded Vented Soffit r 1^ 1^ 2x Soffit Framing1^ � Sheetrock g Sheetrock g Sheetrock Ser g Sheetrock w/4 Plywood Filler 2x6 Top Plates r (2)2x10 w/ 4" Plywood Hdr. Sheetrock g Sheetrock Sheetrock (Used in 2x6 Wall) e' CDX Exterior Sheathing 1" Sheetrock DINING Sheetrock----"' 2x6 Studs BEDROOM BATHROOM D 30# Felt ROOM NuCedor 7" Vinyl Perfection Shingles Siding 2x6 Studs 16"oc. R-21 Insulation 2 30# Felt 2x6 Shoe a" Oak floor Oak floor NuCedor 7" Unyf Perfection Shingles Siding (2)Layers 2' CDX Subfloor R-30 Insulation R-30 Insulation (2)Loyerc " CDX Subfloor R-30 Insulation Hurricane Strapping 202 Box Beam 2x12 - 16"oc. Floor Joists 2x12 - 16"oc. Floor Joists 4" y (4)#5 Horizontal Reber Plywood Spaced 24"oc. W8x28 Steel Beam W To Plate W8x28 Steel Beam W To Plate Hurricane Strapping P J"x18" Anchor Bolts Max. 32"oc. W/Top W/Top Grade Anchor Bolts to be Located within 12" of the end of all Boards and 10 10 Corners. Provide 3"x 3" Square 2 6 8" PC. Foundation Washers BASEMENT BASEMENT BASEMENT (See Foundation Sections) #6 Vertical Rebar Spaced 32"oc. 4x4x4" Steel Box Tube 4x424' Steel Box Tube with 12"x12"x2l" Base Plate with 12"02"x2l" Base Plate HEADER DETAIL PROJECT: (4)#5 Horizontal Rebar and 5d""x 12"x 21° Top Plate and 54'"x 12"x " Top Plate Spaced 24^oc. 4" Cone. Slab with4" Cone. Slab with 4" Conc. Slab with NTS. 6x6 #5 Rebar 6x6 /10x10 W.W.M. 6x6 / 10x10 W.W.M. 10x10 W.W.M. Spaced 24"oc. New . Min (7)#5 Horizontal Rebar (7),Y5 Horizontal Rebar Conc. Ftg. (min) (5)#5 Rebar3'-6" � -3'-6=� 3'-0" Below Final Grade Equally Spaced E.W. Equallly Spaced E.W. Equally Spaced , g E [� � E(See Foundation Sections) NOTE:34% 3'-6"x 12" NOTE:3'-6"x 3'-6"x 12" Typical 2x10 Header R LE To.21 I Conc. Ftg w/(7)#5 Rebar E.W Conc. Ftg w/(7)15 Rebar E.W. 1 w/2 Plywood Filler 2995WELL (Used In 2x4 Wall) S "E. SOUTHOLD, RAY 11971 SCTM # 1000 - 70 - 04 -13 CROSS SECTION A 2 2 DRAWING TITLE: 3 0 4 SECTIONS 2" Plywood AS NOTED 10 10 NOTES: 2 4 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL " FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE } DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR HEADER DETAIL UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NTS. FORWALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: MAY 24, 2019 PROJECT NO: a �EOF NE 1050-2019 1050-2019 ��P O B o DRAWN BY: � _ �'Q,p B D K A NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ': CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �' '� EET NUMB7R.- AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT III- LIMITATIONS LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `�Fp 081868 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE p�OFESSIONP�� A304 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Sf3r// Q Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such ® KIRIDESIGN,ASSOC,fAn mc 3. ICC STANDARDS OWN THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.