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HomeMy WebLinkAbout43318-Z 4O��SIIFFOL,�o Town of Southold 8/10/2021 P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42219 Date: 8/10/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 105 Blue Marlin Dr., Greenport SCTM#: 473889 Sec/Block/Lot: 56.-7-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2018 pursuant to which Building Permit No. 43318 dated 12/18/2018 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including deck and attached garage,to existing single-family dwelling as applied for. The certificate is issued to Nash,John&Maryann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43318 6/4/2020 PLUMBERS CERTIFICATION DATED 8/5/2021 He Smith 0 - th rize 0 nature �o�SOFFULq-�oG TOWN OF SOUTHOLD y BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43318 Date: 12/18/2018 Permission is hereby granted to: Katzer, Pamela 495 W Shore Dr Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 550 Dolphin Dr., Greenport SCTM # 473889 Sec/Block/Lot# 56.-7-10 Pursuant to application dated 12/7/2018 and approved by the Building Inspector. To expire on 6/18/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $692.80 CO -ADDITION TO DWELLING $50.00 Total: $742.80 'Iding 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. 1112-ohs New Construction: X Old or Pre-existing Building: (check one) Location of Property: /OS' -I LVrz. MAP L-w S o�`c 14OL-0 House No. Street Hamlet ` Owner or Owners of Property: Suffolk County Tax Map No 1000,Section Sh Block 01-7 Lot 10 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Pr Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 5j 1 Ap&pl Signature ®�,,oF sorry®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �®� sean.deviin(aD-town.southold.n) .us COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Nash Address: 105 Blue Marlin Dr City,Greenport st: NY zip: 11944 Building Permit# 43318 Section. 56 Block 7 Lot. 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical Cont. License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 17 Ceding Fixtures 12 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 2 Main Panel 150 A/C Condenser 2 Single Recpt Recessed Fixtures 30 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceding Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 17 4'LED Exit Fixtures 11 Pump Other Equipment: 5Arc Fault 15A, 1 ComboBreaker15A Notes Service and Addition Inspector Signature: Date: June 4, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road C \Nr/6-,9502 P.O.Box 1179 • �.: �, � � � I��.�.">v�..�``a� \�/ Southold,NY 11971-0959 '' i - 1 n AUG - 5 -2021 BUILDING DEPARTMENT TOWN OF SOUTHOLD l L ITM O DEPT. T()F 4 a 7 1 x- gERTIFICATION � a Date; 7 a .� - F Building Permit No, 13 Z5 z- E Owner: (Please print) ........Plumber• (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (FliumbertSignature) Sworn to before me this day of AuQus20ZL 1 Notary Public,_S :county j TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2a f4 1 E s OE SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: `�7 eC��' DATE r ' r OFSOUIyo� y 30; r / v•s X31 v�Mar//n # TOWIT OF SOUTHOLD BUILDING DEPT. 765-1802 NJSPECTION [ ] FOUNDATION IST .[ ], ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [. ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]`FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ON [ ] CODE VIOLATION [ ] PRE C/O �•.e�c�i�j ce REMARKS: Site-,,_Aar (9 mdoeee fie&& onclieraLlw-- L o® /0 /ov DATE D INSPECTOR l * # TOWN OF SOUTHOLD BUILDING DEPT. `�courm ' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �D DATE jLl W INSPECTOR Robert Barratt PE. jt R.� V 4295 Vanston, Road Cutchogue,NY 11935 AUG 2 7 2019 05-01-19 To: Southold Town Building Department Ref: Foundation and Footing Inspection Location: Nash Residence 550 Dolphin Drive Greenport,NY 11944 Building Permit# 43318 SCTM# 1000-56-07-10 To Whom It May Concern: To the best of my knowledge the Footings, and the Foundation for the Addition that is referenced by the building permit noted above, has been installed as per the plan#1034-2018, in accordance with the 2015 International Residential Code, updated with the 2016 Uniform Code Supplement. Sincerely NE�y qlp O Robert Barratt PE. O g I J �' ¢15 4 ;' 0 � c� 4 341 <b 081868 AROFESS10�•1P�'� Robert Barratt PE. L J j 4295 Vanston, Road ; ,,I ;" �` F Cutchogue,NY 11935 AUG 2 7 2019 06-17-19 To: Southold Town Building Department Ref: Framing, Hurricane Strapping and Plumbing Inspection Location: Nash Residence 550 Dolphin Drive Greenport,NY 11944 Building Permit# 43318 SCTM# 1000-56-07-10 To Whom It May Concern: To the best of my knowledge the Framing, Hurricane Strapping, Standing Water test for waste lines and air Pressure Test for water supply lines for the Addition that is referenced by the building permit noted above, has been installed in accordance with the 2015 International Residential Code, updated with the 2016 Uniform Code Supplement. Sincerely SOF NEW. Y ( CO �� O.Bq��'P,� Robert Barratt PE. /l o y� 06/17 1 * -A r X 081868 A�OFESSIONP�� Robert Barratt PE. 4295 Vanston, Road Cutchogue, NY 11935 AUG 2 7 2019 07-01-19DTTT'T'MN7 DE PT, To: Southold Town Building Department Ref. Insulation and Fire Caulking Inspection Location: Nash Residence 550 Dolphin Drive Greenport,NY 11944 Building Permit# 43318 SCTM# 1000-56-07-10 To Whom It May Concern: To the best of my knowledge the Insulation and Fire caulking for the Addition that is referenced by the building permit noted above, has been installed in accordance with the 2015 International Residential Code, updated with the 2016 Uniform Code Supplement. W Sincerely OF NEF )-0 C:9 0. 8'jRp j Robert Barratt PE. '%Iko 81 f368 S1 FIELD INSPECTION',R-EpORT DATE COMMENTS - - FOUNDATION (1ST) 'FOUNDATION (2ND) � ® ZO i ROUGH FRAMING& PLUMBING INSULATION PER N.Y: y STATE ENERGY CODE 0 � FINAL ADDITIONAL COMMENTS a d x r A.I - 8-5- I H TOWN OF SOUTHOLD 3 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART4NT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 33ff Check Septic Form N.Y.S.D.E.C. n Trustees V C.O.Application Flood Permit Examined ,20 Single&Separate DEC - 7 2018 Truss Identification Form Storm-Water Assessment Form Q� DDIi DF,'r`e Contact: Approved U 2. TOWN OF'S®uHOLD Mail to _}{E ijL ��51(rll� �S"S 1—LL Disapproved a/c Lhl. SOS *tL,6 Phone: X31— q3 5 -gi o i`( Expiration 20 Bu Spector APPLICATION FOR BUILDING PERMIT Date /' 2 20 f INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted-in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. �S� (S.i�96e of applicant or name,if a corporation) gyros :As,4er-kr7_ I-N so.��Y� rrq•,l (Mailing address of applicant) State whether applicant is owner, lesse agen , architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises =®E4 N/1AfLV4,J1J NAS (As on the tax roll or latest deed) p lica t is a corporation, signature of duly authorized officer AF7AL AE,51 q M A !LC, ame and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. N 4 A-1 I�A 1S 7V M C Other Trade's License No. 1. Location of land on which proposed work will be done: Jos- 78(OE bet 0C_ S0J 4-aL6 House Number Street Hamlet County Tax Map No. 1000 Section SL Block C) Lot I Subdivision Filed Map No. Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy FES t®li Aj 7 14 l.0 1 - FAM l L-� b. Intended use and occupancy c NF--N i As— i - EA NT_L y 3. Nature of work(check which applicable):New Building Addition X, Alteration Repair Removal Demolition Other Work PL Ors �P_V_ (Description) 4. Estimated Cost if �`]�00b Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor W-r% If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front j -9 Rear -58E-Ll4l Depth 3 `� Height 1(0- Y Number of Stories / Dimensions-of same structure with alterations or additions: Front_5<1:10 Rear 59 L/0" Depth `_(?V- _ Height 2SL3`° Number of Stories 7- P, u 8. Dimensions of entire new construction: Front 3�o Rear 34 I Depth "0 Height 05!3" Number of Stories Z 9. Size of lot: Front W."Ictt Rear 1 9 7.ISG, Depth AvV . / Ogy 10. Date of Purchase 201% Name of Former Owner PA MF—LA. 14A i zCP_ 11. Zone or use district in which premises are situated C1 r,m�A'Pt . 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO X ao14N E MAlLyAtsN t 0S f3t-u iy�a�-��c 14.Names of Owner of premises NIASO Address N1Zcv-r- Phone No. 5(6-S78 -1160ta Name of Architect 94b.,-c. pe,sc4M /issac_ +`Lc- Address ns TASM(&ify w�'k Phone No (,3f- 433-Olo8Y Name of Contractor NR xa -tN is -ri Kr_ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SuFFo'W.,) ll '=y b, IGy 14,- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the q w j j (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 14 day of 110er 2019 Notary PubliY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Qa')q_L Scott A. Russell ,��®Sum/rd!X STO]KAW WA\'7C']EIR. SUPERVISOR AMIA NA\G]EAKIENIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ®� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DONS TIFFS PROJECT INVO LvE ANy OF THE POLLoJAZING. Yes No (CHECK 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. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:1 ED 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. ❑0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pioperty Owner.Design Profession Agen Contractor.Other) S.C.T.M. 1000 Date: '/,_ r— District e g NAME: 1��iT �. 1��� �tl�' 6 Section Block Lot Contact Information: f -(/,0.I q®$ �**FOR BUILDING DEPARTMENT USE ONLY**** t� —1�3 — Reviewed By: Property Address/ Location of Construction Work: — — — JaTDa : R_7- — lis i—U t� YG�>?(,'p� �D �V Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required �J o4 (Forward to Engineering Department for Review.) FORM T SMCP`FOS MAY 2014 ��oS11�ffl�Ar1o� BUILDING DEPARTMENT-Electrical Inspector 1 TOWN OF SOUTHOLD 'c Town Hall Annex - 54375 Main RoBl) P Waxy 1_a 2 y.1jp �O� Southold, New York 119 ,m ! 1 ° Telephone (631) 765-1802 - F 765-9502 ro er.richert town:south �, .0 - 'N 792019 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Bob Burns Date: TOWN OF Company Name: Paul Burns Electrical Contractors Inc Name: Paul R Burns Jr License No.: 3897ME email: pburnsjro@optonline.net Address: PO BOx 1061 Southold, NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION: (All Information Required) Name: Nash Address: Cross Street: Albacore Dr Phone No.: Bldg.Permit#: 43318 email: Tax Map District: 1000 Section:, Block: Lot:, . BRIEF DESCRIPTION OF WORK(Please Print Clearly) Underground Service,generator,addition Circle All That Apply: Is job ready for inspection?: ES NO ®Rough Final Do you need a Temp Certificate?: ES NO Issued On Temp Informationb1P (All information required) Service Size 3 Ph Size: 200 A #Meters 1 Old Meter# New Service- Fre Reconnect-Flood Reconnect-Service Reconnected-Undergrou - Overhead #Underground Laterals M 2 H Frame Pole. Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals nn I � Town Hall Annex Telephone(631)765-1802 54375 Main Road �,, g Fax(631)765-9502 P.O.Box 1179 C*_ Southold, NY 11971-0959 10 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1 I J2o I f S l Owner: S' b"� Location of Property: /0,S- Please 0sPlease 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): X Truss type construction (TT) X Pre-engineered wood construction (PW) - Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 12� Name (person subml Ing this form): 12S.R.9--yr ts, 1 F_W_ Capacity(check applicable line): Owner )� Owner representative TrussRegl5.docx Effective 1/1/2015 �26zb?. �y s e4 12—e V� 0 ov L) SEP 1 8 2019 OF SOVr�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y@ BUILDING DEPARTMENT TOWN OF SOUTHOLD August 17, 2020 Jose Sarabia 16 Middleton Road - Greenport, New York 11944 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy A cate of Occupancy. (Enclosed) Electrical Underwriters Certificate. �.WA A fee of$50. . Final Board of Health survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42628-Z additions and alterations OF SO(/j�®l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ coum,� BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD Nash, John 105 Blue Marlin Dr Southold, NY 11971 RE: TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. 6K X Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43318-Z Alteration/Additions i IN NEI GPNp1. pRoeosvo,to 90o, N13a150 OVER GROWN AREA OVER GROWN AREA - c mcg i LOT 18 ) �n i L0717�) OVER GROWN AREA i y LAWN 52 o o tt� -�1- 2 :.:...- ... :...... LAW ocl . ..... ............ .... .........- 00 —-----35.7------- 13A' .....�. :r.:rr: 121. sRlac ':.:: �::::::,, PROPOSED a PAVEMENT oN •'^: •:.a°q DECK : . ..w 14.T rn om :..Z. ...... 7 STORY a 5.7 =` ::-- :. ::.:::::.:: ADDMOI n LAWN W LAWN b 07 Q.: : : ::-: o zz v 1sT m3 MY o Z :•:25.3'::-:::::_:•: v PLANTER 4"WOOD 1 A7 z gE1BPCK L� m GRAVEL DRIVEWAY m C � � ARB O ` LAWN \AWS O¢PSQ p1.T 317,00,` `lsw 51 Pig 1pWN O�` - Oo�QN�N FILED MAP: LOT 18 ON MAP ENTITLED"MAP OF SOUTHOLD SHORES" FILED ON AUGUST 29,1963 AS FILE NUMBER 3853. THE EXISTENCE OF RIGHT OF WAY AND/OR EASEMENT PROPERTY MAP OF RECORD,IF ANY,NOT SHOWN ARE NOT CERTIFIED. SCALE 9:30 NOTE: CONSTRUCTION DATE:DECEMBER 1,2018 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 SE LAND SURVEYING OF THE NEW YORK STATE EDUCATION LAW. 61-51 DRY HARBOR RD. f N I; CSE 18044 2.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED MIDDLE VILLAGE NY 11379 O SEALSHALL NOT BE CONSIDEREDTO BE AVALLD TRUE COPY. TELEPHONE(347)981-8435 All SZ , 10ERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY (J FAX(347)730-6691Q�U ! IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL,AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, W W W.CSESUWALA.COMcoA CERTIFICATIONS ARE NOTTRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS licensed in NY and NJ '+{, � `o 4.UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS,IF ANY,ARE NOT SHOWN HEREON. SOUTHOLD t CERTIFIED TO: TOWN OF SOUTHOLD T' ; G COUNTY OF SUFFOLK DEPARTMENT OF BUILDINGS STATE OF NEW YORK Cc` DISTRICT 1400 �`c$' 0505b`3 SECTION 56.00 1 n Kin BLOCK 07.00 aJz nnis;r=,i775=T PLS. LOT 010.000 NEW YORK LICENSE 050569-1 4APPROV AS NOTEDDATE: B.P.4 3iRETAIN STORM WATER RUNUFIPURSUANT TO CHAPTER 236 FEE: BY: OF THE TOWN CODE. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE \\ 2. ROUGH - FRAMING & PLUMBING 3. INSULATION i 4. FINAL - CONSTRUCT►ON MUST BE COMPLETE FOR CO. TRUSS PLACARDING REQUIRED 1 ALL CONSTRUCTION SHALL MEET THE J REQUIREMENTS OF THE CODES OF NEW / YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION tlfi�6t6i�+� �� ON LEAD CONTENT BEFOP., CERTIFICATE OF OCCUPA N, ON IT[fm ES SOLDER USED IN WA7EJ7 SUPPLY SYSTEM CANN,_= MY DEC. EXCEED 2/10 OF 1 L E_4 PLJwk) ALL-PLUMBING WASTE 'ALL-PLUMBING LINES NEED :%i'TING BEFORE COVERING OCCUPANCY OR Must provide Manuals USE IS UNLAWFUS. D,3and Sasper WITHOUT CERTIFI0A7 NYS Energy Code OF OCCUPANCY All exterior lighting Installed,replaced or Blower door repaired shall conform and ductwork to Chapter 172 testing required. of the Town Code GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRU04TIONA C T 0 R 0 N T R C N S ✓' r% %; ! % . % %:: ^t %r /.0 r /, a �' y.. ��,�Vii^ ---�- --- 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL GN ���I '� �Q General Notes: _ _ RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. j, �I �� GENERAL NOTES: Woad: �_., - -- ______ 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2, FIRE SAFETY: p�j� ��r �+�+� 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 Lt,C INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA, residential & commercial design . consulting 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 PFSPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. phone: 1631433 9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 11911 E-Mail: ssbn654@optonline.nefrk 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 Yo 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATE.I-Y 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 EXPC'�ED CONDUITS. Kehl Design Associates, ®formerfyDAKAssociafes,LLC 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP' & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL G!. ; LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5 b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 P 9 P Y PP 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 ) SYP #2 better. OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retentionor eer. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 6 with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINE[; TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILT iNG AREA BY MEANS OF TEMPORARY PARTITIONS OR 7 E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM T; I- 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 WORKINi HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 11 . KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTS: 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 ASSOCIATES 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, PATER, 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 JOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. 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. 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 PROJEC-i SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S 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. 1 ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCEk FAIN 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 PFICTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGUI`TIONS. THE BEGINNING OF WORK BY A CONTRACTOR 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 S4FETY 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 Ti:'_ 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 TH'_.,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. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. RIOT FOR 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 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL F",QUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEME'i•,T. SNOW DESIGN FROST LINEDESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL 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 D NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA ' UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND 'VENTILATION REQUIREMENTS. TABLE 1607.1 - 6ohtinued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, , PRESCRIPTIVE: DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTER,\1.aTIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE .'-,,AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND';RESCUE REQUIREMENTS, 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS V"TH LIMITED STORAGE I. j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 RESIDENTIAL_ R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND `LEEPING AREAS 30 REQUIREMENTS OF THE LARGE MISSILE OF ASTM E 1996.OPENINGS LOCATED WITHIN 3ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDuLE OF CHAPTER 23 OF THE 2015 INTERNATIONAL REQUIFEET (9144mm) OF GRADE SHALL MEET THE RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. T 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 MISSLE TEST OF ASTM E 1996. V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS HEIGHT AND FIRE AREA STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND All framing hardware shown On these plans, ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR unless otherwise indicated, is Simpson Strong-Tie, ��� ���'®� CE HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL NO substitutions are approved Or authorized. 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 HEIGHT. BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due to the relationships of framing hardware to GARAGE A THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 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 the other components of the structure, any framing TTHE HIGHEST ROOF SURFACE 3 STORY 12'-3" AS PER SECTION R202 OF THE 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH hardware substitutions Will render these plans BEDR®ORM THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE INTERNATIONAL RESIDENTIAL CODE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON, THE BUILDING IS PERMITTED null and VOId, and will result in the installer/contractor UPDATED WITH THE 2016 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 assuming responsibility for the design and 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 performance of the entire system, ®DI�'® 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 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE 1Q5 BLUE MARLIN DRIVE, OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE TO GRADE 15'-8" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. SOUTHOLD, NEW YORK THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIFEMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LUMBER SPECIES AND GRADE 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 AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTERTHE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIOI`AL BUILDING CODE. SCTM # 1000- 56-07-10 BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF 1',E JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAI_ TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) AREAS OF' STRUCTURE NOTES: THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPACES SEFVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. No. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR 86 sq.ft. INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 8 4NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW SECOND FLOOR: 48SECOND FLOOR OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. NE4 sq.ft. BASED ANCHOR WITH 2 16 12 9 SEAL DATE: NEW BALCONY NA INCH EMBEDMENT LENGTH nF f•� _I�" October 08, 2018 LOFT NA Y4 INCH DIAMETER LAGSCREW- SITE LOCATION: 1E BASED ANCHOR WITH 2 16 12 9 �P - _.^ PROJECT NO: ATTIC (HOUSE)(o) NA ' COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC, `a`/0 C'• 1' 1 rf_ PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH a,,•, 1034-2018 ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED c, ; 9� GARAGE 345 sq. ft. ' "°"�= 4 t ;,. 1` DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. , Gr>en4K'rt Pottery ATTIC (GARAGE)(c) BDK NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT �`' OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.44,8 N, 1 mile per hour = 0.447 m/s m �s a f `< rr BONUS ROOM NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. Southold Fl::hMarket a<.a WRITTEN AUTHORIZATION C� 4l ;; �,_1� CHECKED BY: a. This table is based on 140 mph wind speed and a 45-foot mean roof height, ' �_��' SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). p p g 'i ,tea ,` ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF s�a ,c,� SUNROOM NA FO 031:%0'' SHEET NUMBER: b. Fasteners shall be installed at opposing ends of the wood structural panel. ."'�'•' '��-.g�, KEHL DESIGN ASSOCIATES LLC. A NEW DECK 264 sq.ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. Pecomcaayranntcwb .ry THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ROTC;SL�)�VP� ^A.. G1 COVERED PORCHES NA S c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located POOL HOUSE CABANA PROOF OF PURCHASE. NA a minimum of 2Y2 inches from the edge of concrete block or concrete. Site-+s Feco nirwrfersparis l ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ulltimote withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. 0 �� of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. ® KEMDESIGN•ASSOCIATPS,uc (b) WITH STORAGE SIMPS'ON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTIONUSE A MINIMUM OF i%''; -. %'i-".';%^<,,,' , TWO 8d NAILS THIS - DOJG–FIR LARCH SO, PINL MTS20 LTS20 1,2 SIDE OF TRUSS. ALLOWABLE LOADS LOAD , PROVIDE (1) HGA10KT ON FASTENERS �, ® ---- LATERAL WITH TOTAL FOUR SIDE OF CEILING JOIST MODEL GA UPLIFT UPLIFT (133/160) 8dx1 CODE N0. TO AVG REf. 8d NAILS RAFTERS/ TO TO ULT. NAILS ° AND ON SIDE OF RAFTER TRUSS PLATES STUDS (133) (160) F F2 (133& INTO TRUSS °o '�,ir;� TO NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON - ' H7 16 4—ed z TAKE—UP WASHER-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -�� � KE PROPER ASSOCIATES LLC PROPER INSTALLATION PROCEDURES ! H6 16 £3-8d 8-8d 3983 915 950 650 5, 44 — residential & commercial design • consulting DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o o ART 'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL I PO,Box 1675 AVG RODE INTO `° ': phone: (631 433 9084 MODEL GA 2 N0. WIDTHSPANR L QTY DIA ULT. 1 2 21" 3" .31" LFTA 12 2" 22 3 32 LFTA PLATES "oo o' Southold,New York 11911 EIGHT E-Mail: ssbn654@optonline,net • NAIL IN S P 4 1205 1400 5, 44, 85 INTO LFTA 16 2J" 17" 38j"16-10d — 4200 STUD Kehl Design Associates,LLC•formerly D A K Associates,LLC DOUG—FIR LARCH / SO. PINE OWNERSHIP USE OF DOCUMENTS: FASTENERS 2 ALLOWABLE UPLIFT LOADS' ° ° & MODEL L AVG 10d 10d x 12" CODE oo N0. ULT. REF. LFTA These drawings and specifications including the 10d 10d x 12" (133 / 160) (133) (1 so) LSTA21 ° ideas, design and arrangements represented therein, are the property of KEHL DESIGN MTS16 16 °14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 0 °o ASSOCIATES, LLC. No part thereof Shall be Simpson Strong-Tie HGA10 copied, disclosed to others or used in connection ° qwith any work or project other than for which MTS20 20 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 °° °o DETAIL, "K" they have been prepared without written consent. LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 CNW– o COUPLER NUT DETAIL "E" °° STU g"- DOUG–FIR–LARCH Equal, number of TYPE OF DIRECTION S0. PINE CODE �y o MODEL CONNEC– OF LOAD ALLOWABLE LOADS REF. ~ TAKE- N NO. TION FLOOR ROOF (133/ specified Halls In ° (too) (1zs) Iso TAKE-UP WASHER G 10 125 670 1 each end Simpson Strong-Tie LTP4 5 J 515 645 670 6, 39, 97 DETAIL "Hill 16 A R T8 x 12 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTS5'x12 STUD DEFLECTION DEFLECTION CODE.3 8 MODEL AVG LENGTH OF BOLT 2AT HIGHEST MACHINE IN VERTICAL WOOD MEMBER AT HIGHEST REF, N0. BASE BODY a ANCHOR BOLTS ULT. ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL DIAS-e DESIGN LOAD DESIGN Oo QTY DIA 12" 2" 22" 3" 32" 52" LOAD WHEN RAISED OFF 0 0 THE SILL PAT 0 HD2A 16 12 4J" 22" 2J" 8" 21%" i" 1 14" 912 12150 1555 2055 2565 r2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W, (133)2 L STUD PLATE ULT. OF / SP CODE II (16 0)2 REF. SP4 3A" 71" 6­10d x 12" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS (FLOOR 133 (160) REF. 100 ( ) °o LSTA21 20 16-10d 905 1205 1 1295 7, 40, 90 000 WORK NOTES: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 NO. GA FLOOR REF. W L NAILS 100 (133) (160) Simpson Strong—Tie STU MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL FASTENERS L U S 4 6 8 NO. (LENGTH END GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A SIMPSON TAKE-UP WASHER NOT FOR L (I 00) (133 / 160) OC. CONSTRUCTION OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong–Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS ON. –FIR AR H PIN ALLOWABLE A NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL HEADERS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS N0. GA W H B tOd 16d JOISTS ULT. UPLIFT FLOOR 100 show 115 RooF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" (133) (160) 10d 16d 10d 1 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34„' 4 " 2 16d 4-16d 6076 1140 1160 — 1000 — 115 — 4– 0 1-11250 1 7, 40, 127 DETAIL "I„ CN W- CERTIFIED BY A HUS210-2 14 39" 9j" 2 8-16d I 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT -FIR LARCH/`;() PI WA A ARTJ'x12 sTu 5" PROFESSIONAL MODEL FASTENERS UPLI AVG FT UPLIFT LATERAL CODE NO. GA ULT- (133/160) REF. SIMPSON 8 ENGINEER TO RAFTERS I TO PLATES I TO STUDS (133) 160 , 2 TAKE-UP WASHER 160 HGAIOKT 14 4–SDS "x12" 4–SDS "x3" 1523 435 435 1165 940 USE A MINIMUM OF TWO 8d NAILS THIS 4 SIDE OF TRUSS. CNW– TOTAL FOUR /. 0 SE A MINIMUM OF COUPLER NUT SP4 Bd NAILS TWO Bd NAILS THIS SIMPSON " ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS 16 MTS 16 SLSTA21 TU TOTAL FOUR �. • O ' 11112A TAKE–UP WASHER 8d NAILS Strong—Tie II INTO TRUSS LSTA21 --__- HUS210-2 I I PROJECT: NASH RESIDENCE ® GARAGE AICD TWO o o Fj 8 AIL TD ° PLATES °a° ° TWO o I EIGHT , Bd NAIL BEDROOM'Bd NAIL o INTO INTO DETAIL "A" I• STUD Simpson Strong–Tie PLATES °Oo H7 EIGHT / ADDITION Bd NAIL INTO DETAIL "D" DETAIL "G" DETAIL "J" STUD Simpson Strong–Tie 105 BLUE MARLIN DRIVE, LFTA H7 Simpson Strong-Tie �� LFTA ROD SYSTEM DETAIL Ll' SOUTHOLD, NEW YORK LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping N❑ SUBSTITUTIONS All framing hardware shown on these SCTM # 1000- 56-07-10 BP g pl�en�ss otherwise indicated, is Simpson Strong-Tie, RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LST630 No substitutions are approved or authorized, DRAWING TITLE: V-0" DEEP POOL x 4' DIA ==12.58 cu,ft. per vertical ft. Due to the relationships of framing hardwcthe tther components of the structure, any f iming —0" DEEP POOL x ' DIA. = 22.3 cper vertical ft. hardware substitutions will render thesenyplllarIDDd void, an V 8cu.f d wit[ result in the installer/con ctor V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft.—0" DEEP POOL x 8' DIA. = 42,25 cu.ft. per vertical ft, assuming responsibility for the designpan6ormance of the entire system, SIMPSON WINDLOAD 1' CHARTS & CALCULATIONS I ROOF AREA = 510 sq/ft NOTE: I STRONG - TIE DETAILS LTP4 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE & ROOF DRAINAGE COPPER SLEEVES COVERS ALL VENT PIPES ARE TO HAVE LEAD COATED / LTP4 V - A x R x c 3" THROUGH ROOF CALCULATIONS LTP4 A = 676 sq/ft 2nd FLOORROOF I R = 2" RAINFALL = .17 ft 3 NOTES: DETAIL "C" C = COEFF. = 1.0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I Simpson Strong-Tie V = 676 x 1 x .166667 = 113 c.f. 3• GUESTBATHROOMPROSECUTED TO THE FULLEST EXTENT OF THE LL LAWCONTRACTORS SHALL VERIFY A loor to Floor Connections FIELDELD CONDITIONS AND DIMENSIONS AND BE SOLEY.RESPONSIBLE FOR FIELD FIT. THE 113 / 22.3 VERTICAL FT. / FT = 5.07 V.F. 2" 3" 2' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Ridge Strapping 2nd FLOOR FORMALLYUNFORESEEN ASSAND OR REVISION TODTHESE PLANS. UPON COMMENTS NOT USE (1) 6' DIA. POOL 6'-0" DEEP = 6 V.F. Detail 2�� 2 • or 2 6 DIA. POOLS 3'-0n DEEP = 6 V.F. 3., SEAL: DATE: LTP4 DETAIL "B" OR 3 October 08, 2018 LTP4 113/ 12,58 VERTICAL FT. / FT = 9.0 V.F. PROJECT NO: Simpson Strong-Tie Qx, OF NLS)- 1034-2018 USE (2) 4' DIA. POOL 4.5 DEEP = 9.0 V.F. � DRAWN BY: Floor-to-Floor Connections i��� o• �- <7 BDK 1st FLOOR r) DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOLS TO BE PLACED ON OPPOSITE SIDE OF '>�, CHECKED BY: s .-, CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. HOUSE AND/OR LEADERS TO BE PIPED TO 3N "" _ Cr AS AN ALTERNATIVE TO THE INTEP,NATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE �, {{,r } 6� SHEET NUMBER: LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 4' F.A. VENT )\ C.O, ABOVE GRADE V� �81��� \� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC Connect Into Existing House Septic System 4'C.O. O� !(/\ �� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), 3' �� ss����'��" 4 CI SEW ERAG E APPROVED HOUSE ^� TRAP 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING - ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA PLUMBING RISER DIAGRAM (NTS) �� !' !� DOB NUMBER: OF PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) WHERE TRAFFIC IS TO BE PRESENT. f �� 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ® IEHIrDESIGN•ASSOCIATES,uc i /071 Z " 1p 0 3'-9` 22-0KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting W " t'-o' o'-O" .2-0 P0.Box 1615 phone: (631 433-9084 - Southold,New York 11971 E-Mail: ssbn654@optonline.net t Kehl Design Associates,LLC a formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 0 Girder O — These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN 3 2X10 AC 3 2X10 ACQ Girder ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection o with any work or project other than for which N Y2'-0• (PP X6 Deckina 76 Decking they have been prepared without written consent. N SO p 18'-3" o 0 g o REV: 1 V V , ¢ ¢ 24"x 8" Conc Ftg. with 8" PC. Wall (4)#5 Rebar L.W. Equally Spaced 8' PC. Wall #5 Rebar S.W. @ 24"oc. (See Detail) (Min 3'-0"Below Final Grade) (See Detail) 2X8 ACQ House Bm. 21'- " ous 3m. C C1 C C C 3'-1 Y4*— 4-r2 I I '— — —— — — — I 2)1j"x Ili" LVL TJ230 x 11 " 3-9. I l r ` Floor Joists @16"oc. I rx 18 Anchor Bolts "x 18" Anchor Bolts , P Flush Beam p (Max. 32"oc.) (Max. 32"oc) 2Fl3ush 11r LVIL 2Flush 1Beam� I 24"x 8' Conc Ftg. with 8 N ( i t�_�• 12'-5Y" — (4)#5 Rebar L.W, Equally Spaced a U a #5 Rebar S.W. @ 24"oc. N 1 I i" 24% 8" Conc Ft with ¢ ¢ ¢ (Min 3'-O"Below Final Grade) IJ �y" (4)#5 Rebar L.W. Equally Spaced �`8" " l l I I 3-1" # eor .S.W. oc. -7'-5r4 -v3 2X8 ACQ House Bm. I o I i l (Min 3'-O"Below Final Grade) I I 3_9• J I I i I 16"x8" Conc. Haunch , GARAGE 5 EXISTING T,h230 z 11�" Floor Joists @16"oc. 8" , EXISTING ® WORK NOTES: — 2x6 Wall Framed on x 18" Anchor Bolts EXISTING � � i � � Conc. Haunch (Max. 32"oc.) I I oor 1 _ � ; 24"x 8' Conc Ftg. with HOUSE HOUSE I I i (4)#5 Rebar L.W. Equally Spaced 8" PC. Wall 0 7- HOUSE 8" PC. Wall j i #5 Rebar S.W. @ 24"oc. (See Detail) 1 o W (See Detail) I I I (Min S-O"Below Final Grade) I I N TJI230 z 11"Floor Joists 016"oc. I FSA separation � -°� - -- --- rec t tired as per J I i � 4" PC. Slab with 626/10x10 WWM. I I g g p B B k B 1 1 rf--- --J I X16"x8" Conc. Haunch 3 1 1 2868 Door NYS Code j- -- —J l o 1-1/2hr Fire Rated r NOT FO R r- y wl I - TJ230 z i I Floor Joists @16"oc. CONSTRUCTION 24"x 8" Conc Ftg. with d I (4)#5 Rebar L.W. Equally Spaced I "x 18" Anchor Bolts i ® USE UNLESS 1 J #5 Rebar S.W. @ 24"oc. —�— — —� (Min S-O"Below Final Grade) (Max. 32"oc.) L_3'- 9r 13'-9 CERTIFIED BY A 3Y" -4 4 1 8" " p" r x 18" Anchor BDlts PROFESSIONAL A x 18" Anchor Bolts (Max. 32"oc.) A A y (2)14"x 1 1g" LVL 3UI 01 TJI230 x .1 Floor Joists ®16"oc. 301 01 " - - - � i 301 01 - birder —21'-6Y' ENGINEER — t az. 32' —— — — — — — — — — — — — - - - - - - - - - - - - - - - - - - (2)lrxIli"LVL Header 868 Door 12'x 8'Garage Door Dropped Foundation 8" PC. Wall Dropped Foundation For 12`x 8 8 PC. Wall 0 3Y" For 2868 Door (See Detail) Garage Door (See Detail) o M —�l —I-l lrJ-1 2'-V 7'-4r4 V2 12'-12'-8� 7'-4r4 1J"x11 " LVL Box Beam 22'-0" —22'-0" PROJECT: NASH RESIDENCE FOUNDATION PLAN FIRST FLOOR PLAN- FIRST FLOOR CEILING PLAN- GARAGE AND SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" BEDROOM SCALE: 1/4"= V-0" ADDITION 105 BLUE MARLIN DRIVE, SOUTHOLD, NEW YORK NEWAzek Post and Rail System SCTM # 1000- 56-07-10 GARAGE DRAWING TITLE: 3"x3' Square Washer 2x6 ACQ Sill }" Galy. Bolts "X6" Decking AS NOTED 2X8 ACQ House Bm. 2x10 ACQ Box Beam #4 Rebar @ 6" from 1x10 Azek Deck Trim the Top and @ 6" 2x8 ACQ Floor Joists @12"oc. From the Bottom of the Wall Simpson Hurricane Strapping NOTES: rx 18" Anchor Bolts (3)2x10 ACQ Girder THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 8" PC. Wall (Max 32'oc) 6x6 ACQ Post DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL #4 Vertical Rebor 6x6 Post Anchors FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 3"x3" Square Washer DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR @ 48"oc. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Grade 12" Sona Tube FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 24"x 8' Conc Ftg, with �"x 18" Anchor Bolts SEAL: DATE: #4 Rebar @ 6" from (4)15 Rebar L.W. Equally Spaced #4 Vertical Rebar (Max, 32'oc.) October 08, 2018 the Top and @ 6" #5 Rebar S.W. @ 24"oc. From the Bottom Min 3'-O"Below Final Grade "'� �" of the Wall ( ) 24"x 24"x 12" Conc Ftg. with ,��0'- t' Et1; t� PROJECT N0: 0, g 1 l 1034-2018 (4)#5 Rebar E.W. Equally Spaced f ,7��•�,�� DRAWN BY: DECK DETAIL (Min 3'-0"Below Final Grade) U " �p rr *l? fi '�f Fl*c 1 BDK i�^ a. r ;t 'a I� CHECKED BY: Scale: �=1'-0" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL n -4` Ya yam' RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ` K08H,r� PROVIDE HURRICANE STRAPPING IN SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 7.'_;S ' ACCORDANCE WITH THE IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A101 2015 INTERNATIONAL RESICENTIAL CODE BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) /d/jSllS DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization ALL HEADERS ARE NL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building (2)tOTH 9WI LVL uNt.Ess PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISIS-230 Departments, DEC, FEMA etc. Verify all conditions codes, and requirements with such OTHERWISE NOTED P 1 Y � q ©KEHL-DESIGN•ASSOCIATES, LLC agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 / rr MI KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn6542coptonline.net - Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 22'_r 22'-V2" These drawings and specifications including the ideas, design and arrangements represented 11'-0 -07 11-1 4" -0� 2'-0� therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection CW24 CW14L with any work or project other than for which t4 z 9° LVL Upset Beam C C — — — — — — — — C C — — — — _ — _ — — — — — C they have been prepared without written consent. CW24 CW14L D I 1 ` r — = I f— f 1 ` I — 1 r— 7 —To —f o —1 I I I I-4'-6'— -5 4" o I I I I I I I I I I I I I I I o I II I I I I I i' I� 1 1 1 1 1 1 � ti R IEV: I I 1 3 I I _ IIII I I I I I I I 1 1 1 1 1 1 (IIII � o � ull I [FI I I I ISI I I �' (2)2x8 Ceiling Joists Header Tr TF. Q 2x8 Ceiling Joists @16"oc. I III 26 Rafters 916"oc. �� 26 Rafters @116'oc. 3 v '-0" 15-1" 2 \ ' r - -o — � I 5Y2" LL `- - - - - 0 0 0 1 2z8 Ceiling Joists @16"oc. I o I I 2x6 Rafters @16"oc. 0 2z6 Rafters @16"oc, 1 1 1 I N B BEDROOM B B1 I I 61 B I ( 1 B1 0 1 I I 1 26 Rafters @16"oc. 26 Rafters @16"oc. IIII WORK NOTES: I 21'-4y" I I IIII 2z8 Ceilin Joists @16"oc. pi N I o 0 0 +8 2 2x8 Ceiling Joists Hea& 3D1 Ol A A IIII tiI I A' 301 ' 301 } � 301 U I I cx lx pp N � ✓ N N N 301 N L - _ NOT FOR cw24 cw24 — — — CONSTRUCTION USE UNLESS CERTIFIED BY A 2 I I 2" PROFESSIONAL 5-84' * 10'-10 5-8 q -8r4 22'_V2" 22'- " ENGINEER SECOND FLOOR PLAN- SECOND FLOOR CEILING PLAN- ROOF PLAN- SCALE: 1/4" = V-0" SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" PROJECT: NASH RESIDENCE GARAGE A ' D BEDROOM k I PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE AD D ITI O IM N1102.1.2 (R402.1.2) Insulation and Fenestration Criteria 105 BLUE MARLIN DRIVE, The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone SOUTHOLD, NEW YORK specified in section N1101.7 N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SCTM # 1000- 56-07-10 CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL DRAWING TITLE: ZONE LI-FACTORD LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE c SHGC b,e R-VALUE R-VALUE I R-VALUE &DEPTH R-VALUE 4 EXCEPT AS NOTED MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 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 NOTES: than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE R—value specified in the table. PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL b. The fenestration U—factor column excludes skylights, The SHGC column applies to all glazed fenestration. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT the SHGC for such skylights does not exceed 0,30. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the SEAL: DATE: plus R-5 continuous insulation on the interior or exterior of the home. "10 13" means R-10 continuous October 08, 2018 basement wall P / �,�C�F insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. ,P V �"�O•Y PROJECT NO: 1034-2018 Y, d. R-5 shall be added to the required slab edge R—values for heated slabs. Insulation depth shall be the depth of the 0 «.! ` DRAWN BY: footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. BDK W S•Y. , e. There are no SHGC requirements in the Marine Zone, r " aV14�° iL CHECKED BY: f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1110.10 and Table N1101.10 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL �2 {�... .>� a PROVIDE HURRICANE STRAPPING IN RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE `sFpA �D1L g ��' SHEEi- NUMBER: ACCORDANCE WITH THE g. Or insulation sufficient to fill the framing cavity, R-19 minimum. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT '�O N� INTERNATIONAL 2015 TIONAL RESIDENTIAL CODE Ft_,�5t0 UPDATED 15THE 2IO UNIFORM CODE SUPPLEMENT. h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF plus R-5 continuous insulation. IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 02 i. The second R—value applies when more than half the insulation is on the interior of the mass wall. BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL HEADERS ARE 10 BE 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF (2)1;"x 9Y" LVL UNLESS Acceptance of these drawings does not authorize the right to build without the authorization 2 OTHERWISE NOTED .AISI STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such OKEHL•DESIGN"ASSOCIATES, Li.c agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 41 KEHL DESIGN ASSOCIATES uc residentlot & commercial design . consukfng II II IIIIII 111111 IIIIII IIIIII IIIIII Il 11 ll PO.Box 1675 phone, (63110-9N Southold,New Yak 11911 E-Moil: ubn654�optonGne.nel Kehl Design Associates,LLC•formerty D A K Associates,LLC 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. REV: ° TEE- 11 L 1-1 L LJ FRONT ELEVATION WORK NOTES: NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER PROJECT: NASH RESIDENCE Flu CSA RAGE AN D ADDITION 105 BLUE MARLIN DRIVE, SOUTHOLD, NEW YORK - SCTM # 1000- 56-07-10 DRAWING TITLE: AS NOTED REAR ELEVATION 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: PSE OF NEW),, October 08, 2018 co FAA CO). a �'c PROJECT NO: '�R <)4;``,-."w �9� 1034-2018 n R h' r•f DRAWN BY: CHECKED BK DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL o fig' ���\ RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE '��orEssi � SHEEF NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A201 IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEEIIrDE,SIGN•ASSO©ATES,uc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 /// E I KEHL DESIGN ASSOCIATES, residential & commercial design • corualting i III HI 11111 111111 H P0.BOX 1675 phone: (631)433-9084 -- - - - Southold,New York 11971 E-Mal: ssbn654@optonrine.net Kehl Design Associates,LLC o formerly D A K Associates,LLC ///%�iirj``"•:!;'/?///�//�� 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. REV: I I I RIGHT ELEVATION WORK NOTES: NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER Ilk 1111111 i PROJECT®: HASH REST ECCE GA G AND BED 0O ADDITION 105 BLUE MARLIN DRIVE, SOUTHOLD, NEW YORK SCTM # 1000- 56-07-10 I 'DRAWING TITLE: AS NOTED LEFT ELEVATION 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN F�IIEL.D.��..NDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOW ED VISION TO THESE PLANS. SEAL:D ,r.�,,� v. ti 'rir DATE: ✓ i' p October 08, 2018 * , •;. ._`" , —� PROJECT NO: r 1034-2018 DRAWN BY: �Fp��186 ���` B D K CHECKED BY: rESSICIV DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL _ RESIDENTIA!- CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A202 IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) lnJis l/� DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIP-IVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©M-DFSIGN,ASSO©ATBS,uc agencies prior to construction. 3. ICC STA\lDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 ,.. /., Hurricane Strapping 1?.0 ,�;r..,./., , ,;"..;' -%/ 2x4 Ridge Pole 2x8 Ridge '/. .. 2x6 Rafters 16" cc. j/f IIS_ 011U ' %2' CDX Roof SheathingsEll - �Ti - ; 2x4 Ridge Pole 30# Felt - Architectual Fiberglass Roof System KEHL DESIGN ASSOCIATES LLC Hurricane Stra in � 2x8 C.J. 16" cc. rapping residential & commercial design o consulting Azek Fascia Match Existing Fascia and Fascia Height L2x6 / 2x4 Strongback 16" Vented Azek Beaded Soffit PO,Bax 1675 phone: �631433-9084 2x4 Soffit Framing Southold,New York 11971 E-Mail: ssbn654@cptonline.net 2x6 Top Plates p R-49 Insulation R-49 Insulation 2x6 Studs a CDX Exterior Sheathing KehIDesignAssociates,LLC oformerly D_ A_KAssociates,_LLC BEDROOM — :r_- - - - - \ Hurricane Strapping R-21 Insulation pp g 30# Felt OWNERSHIP & USE OF DOCUMENTS: \ Hardi-Plank Siding These drawings and specifications including the \ \ CDX Subfloor 2x6 Shoe ideas, design and arrangements represented therein, are the property of KEHL DESIGN Hurricane Strapping TJ1230x 117" Floor Joist @16"oc. Hurricane Strapping ASSOCIATES, LLC. No part thereof shall be pp g copied, disclosed to others or used in connection (2)1 J"x 118' LVL with any work or project other than for which Girder R-30 Insulation they have been prepared without written consent. Provide �" Type "X" Fire-Rated Sheetrock (2)2x6 Top Plates El on All Walls and Ceiling REV: 2x6 Studs 16" cc. CDX Exterior Sheathing R-21 Insulation 30# Felt Hardi-Plank Siding GARAGEcD Hurricane Strapping 2x6 ACO Sill 2x6 ACO Sill 3x3 Square Washer 4" PC. Slab with J"x18" Anchor Bolts @16"oc. 6x6 / 10x10 Ga. (2)#5 Horizontall Rebar `V WWM I 5 Vertical Rebar 48"oc. 6'rCom acted RCA (2)#5 Horizontal Rebar 24"x 8" Conc. Ftg. Hurricane Strapping L — — — — — — — — — — — — — — — — — — — — — — — — — — (Min. 3'-0"below final Grade) 2x8 Ridge 2x4 Ridge Pole #5 Rebar or SW. (5)#5 Rebar LW. 2x6 Rafters 16" cc. Y" CDX Roof Sheathing 30# Felt 2x4 Ridge Pole Architectual Fiberglass CROSS SECTION A WORK NOTES: Roof System x8 J. 6" Hurricane Strapping 301 Azek Fascia R-49 Insulation Match Existing Fascia and Fascia Height 2x6 / 2x4 Strongback 16" Vented Azek Beaded Soffit 2x4 Soffit Framing t 2x6 Top Plates R-49 Insulation 2x6 Studs " CDX Exterior Sheathing NOT FOR R-21 Insulation BEDROOM 30# Felt CONSTRUCTION Hardi-Plank Siding 3" CDX Subfloor 2x6 Shoe USE UNLESS 4 TJ1230x 11�" Floor Joist @16"oc. �-- Hurricane Strapping Hurricane StrappingCERTIFIED BY A 2x4 Ridge Pole 2x8 Ridge PROFESSIONAL R-30 Insulation ENGINEER - ' 2x6 Rafters 16" cc. Provide $" Type "X" (2)2x6 Top Plates YZ" CDX Roof Sheathing Fire-Rated Sheetrock on All Walls and Ceiling 2x4 Ridge Pole 30# Felt EXISTING 2x6 Studs 16" cc. Architectual Fiberglass s; -� � CDX Exterior Sheathing Roof System R-21 Insulation kx8 J. 6" Hurricane Strapping HOUSE GARAGE 30# Felt —Azek Fascia —Hard!-Plank Siding Match Existing Fascia 3' 6" 3'-�" and Fascia Height 8" CDX Subfloor2x6 / 2x4 Strongback Azek Hurricane Strapping 26x4 Vented Framing Soffit 2x8 .J, 116110c. 2x6 ACO Sill 3x3 Square Washer 2x6 Top Plates 2x6 Termite Shield S"x18" Anchor Bolts C16"oc. R-4 Insulation R-49 Insulation 2x6 Studs Top Plot 7 2x6 Studs and Sill Seal (2)#5 Horizontall Rebar g" CDX Exterior Sheathing fV ( )# \ \ BEDROOM 30 Felt PROJECT: j 4)2x6 AC ill — — — — — — — — — — — — — — 5 Vertical Rebar 48"oc. \ R-21 Insulation — — — — — — — — _R — — — — — — — — -\ (2)#5 Horizontal Rebar \ \ Hard!-Plank Siding NAS H RESIDENCE 6" Compacted CA 4" PC. Slab with 24% 8" Conc, Ftg. \ \ 6x6 / 10x10 Ga. (Min. 3'-O"below final Grade) \ \ a" CDX Subfloor 2x6 Shoe(2)2x6 Floor Joists GARAGE AND WWM. 5 Rebar 12"oc SW. \ (5)#5 Rebar LW. ( TJ1230x 118" Floor Joist @16"oc. Ripped To Proper Hgt. Hurricane Strapping BEDROOM — — — — — — — — 0 (2)2x6 Top Plates ADDITION CROSS SECTION B 2x6 Studs 16" ac. '105 BLUE MARLIN DRIVE, 8" CDX Exterior Sheathing 301 Provide J" Type "X" R-21 Insulation SOUTHOLD, NEW YORK Fire-Rated Sheetrock 30# Felt 3'-1D" on All Walls and Ceiling Hardi-Plank Siding SCTM # 1000— 56-07-10 2x8 F.J. 16" cc. GARAGE Hurricane Strapping DRAWING TITLE: 2x8 C.J. 16" cc. 2x6 ACQ Sill (4)2x6 ACO Sill 3x3 Square Washer 4" PC, Slab with !"x18" Anchor Bolts @16"oc. 6x6 / 10x10 Ga. (2)#5 Horizontall Rebar AS NOTED j WWM• — — 5 Vertical Rebar 48"oc. —�- 6' Compacted RCA (2)#5 Horizontal Rebar 24% 8" Conic. Ftg. 16"x 8" (Min. 3'-0"below final Grade) NOTES: Conc. Haunch #5 Rebar 12"oc SW. THESE. PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE (5)#5 Rebar LW. 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 SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN) PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR _— —— —— — — UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT - — — — —— — — FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. CROSS SECTION C SEAL: DATE: 301 Fv11 October 08, 2018 PROJECT NO: 1034-2018 . " DRAWN BY: B D K CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE \ 0 \� 1�6$ � SHEET NUMBER: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. � � ..____.-�• AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Ani SS1nNP� SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A301 IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) /� DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization ( l 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such OKEHL-DESIGN•ASSOCIATES, LLc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400