Loading...
HomeMy WebLinkAbout43297-Z �gHFP�I�cpG Town of Southold 10/5/2021 0 P.O.Box 1179 ca .� 53095 Main Rd •py,�,� ��p�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42394 Date: 10/5/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1255 Hobart Rd, Southold SCTM#: 473889 Sec/Block/Lot: 64.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated r 9/21/2018 pursuant to which Building Permit No. 43297 dated 12/11/2018 lwas 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 sunroom with covered entry and"as built" screened porch and"as built"outdoor shower stall to existing single-family dwelling as applied for. The certificate is issued to Rothwell Sr,,Richard&Suzanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0018 1/25/2019 ELECTRICAL CERTIFICATE NO. 34297 11/20/2020 PLUMBERS CERTIFICATION DATED 12/14/2020 a i ck Plum i g Authorlzel Signature i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 43297 Date: 12/11/2018 Permission is hereby granted to: Rothwell Sr, Richard 371 Hickory St Massapequa, NY 11758 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1255 Hobart Rd, Southold SCTM # 473889 Sec/Block/Lot# 64.-2-9 Pursuant to application dated 9/21/2018 and approved by the Building Inspector. To expire on 6/11/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $575.20 CO -ADDITION TO DWELLING $50.00 Total: $625.20 B Ainginspector 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 I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. ?/ll New Construction: Old or Pre-existing Building: , (check one) Location of Property: S p a A Q r J' o House No. Street LA 14 0Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block G'? Lot Subdivision Filed Map. Lot: Permit No. qa;m—Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: < (check one) Fee Submitted: $ [Jv D Applicant Signature oF sovey®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCD-town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Richard Rothwell Sr Address: 1255 Hobart Rd City:Southold St: NY zip: 11971 Building Permit#: 43297 Section. 64 Block- 2 Lot 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition IX I Survey IX I Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 30 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment: Notes. AS BUILT , NO VISUAL DEFECTS " Addition of Sun Room and Upstairs Bedroom Renovation of Living Room Bedroom and Bathroom Inspector Signature: Date: November 20, 2020 S Devlin-Cert Electrical Compliance Form As a Town Kali Annex Telephone(631)765-1802 54375 Maio,Road Fax(63 1)765-9502 P.Q.$ox 1179 +�= Southold,NY 11971-0959 BUILDING DF.PAPTNMNT % TOWN OF SOILJTHO]LD ( L11 DEC 1 4 2020 , _ tiV1 YJ`(eChc7PJL O RTIFICATION 3 Date. _ I / O Building Permit No, �q T Owner: Q IC�-�- {U�►��� ' (Please print) Plumber} .Y "O'., . ;. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Z6 4, (P umbers$' Sworn to before me this I`( day of 20-10 CHELSEA L. CHALONE Notary Public, State of New York pp Registration#01CH6287106 �U�"R�� � �`=' Qualified In Suffolk County Notary Public, ` Commission Expires Aug.5,20 Z� oF soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 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: Ar c3U� '0✓1 1 D DATE INSPECTOR Y� pF SOUIyO # TOWN OF SOUTHOLD BUILDING DEPT. coutom 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [V FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C LKING REMARKS: evu4LOkml !l .&);I `o DATE I INSPECTOR L SOUryO do � # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ . UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU LKI REMARKS: 1OV � W 5 IAr DATE INSPECTOR pF SOUIyO ti �o # TOWN OF SOUTHOLD BUILDING DEPT. 'cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ]' FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) '[ �] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Ll OE SOUTy * �# TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o �ycouun��'' 765-1802 INSPECPON [ ] 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 RE ARKS: N 1 UVVI �y. &S WIZ,- DATE L41 t4 INSPECTOR V/,.,\ �aOF SOUTyo h� # TOWN OF SOUTHOLD BUILDING DEPT. `y10 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ c4*A%y CAULKING REMARKS: t/� ova `{� J %M4 � 1�avupa& 1pr 04 DATEINSPECTOR OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] 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: /ZIAQe6��, , �21V DATE 0 INSPECTOR - ✓✓ # TOWN OF SOUTHOLD- BUILDING DEPT. �couKn '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU 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: DATE INSPECTOR From Rich Rothwell richier5@aol.com Subjec{ Hobart Shower w/o roof Date. Jan 12, 2021 at 9:48:37 PM To: Rothwell Rich ichiet-�j@aol.com 3 • E t, Y 7 0 A� Sent from my Phone January 13, 2021 Southold Town Building Department 54375 Route 25 Southold, NY 11971 Subject: Permit number 43297 at 1255 Hobart Rd. Southold NY. s Dear John Jarski/Amanda Nunemaker: As requested, attached are the photos of the shower without a roof for the subject residence. I have also attached a drawing for the preexisting section of the enclosed structure/porch. This section of the enclosed porch was an extension of the existing porch years ago and prior to our purchase of our house in 2011. Hopefully these submissions will be acceptable for us to obtain a Certificate of Occupancy. Thanking you we remain. Richard and Suzanne Rothwell 1255 Hobart Rd. Southold, NY 11971 516 743 2236 i �`' -' JAN 2 0 2021 ;- " I JAMES J. DEERKOSKI P.E. D RQUIVE 260Deer Drive D Mattituck, NY 11952 (631) 774 7355 OCT 2 3 2018 Date: October 17, 2018 BT,J LD g9G3 DEPT TDA OF SOI ®LD To: Town of Southold Building Dept Re: Septic Inspection Rothwell 1255 Hobart Rd. Southold, NY 11971 To Whom It May Concern: This letter certifies that the installed Precast Septic System at the above mentioned property is in good working order and functions properly, and of proper size for a 5 bedroom home. Any questions feel free call. Sin erely, pF NEW 1-o J e J D oski P.E. DEfR�o,P�r• C7 .` 311 R�FESsk • � • • COMMMNTS FOUNDATION (IST ► , i I' ,� 1 �� ff d.��TAT ' � Mr- FOUNDATION • • Blum l'L,ii.111rfL�: � r� _ rR In E&A Id MR ROUGH FRAMING& PLUMBING ofl, I go ;II'LI L'Il:��lLT_L:��L.11'1 t. � �/ :. l .�� '_ " ■ 1� L1, 1k ENERGY - INSULATION PER N.Y-. STATE . ,! L � ADDITIONALM; In rivi a Uri R ow • ■I�Fii�M§t91..1.rt U ' ' a1M .t: raa._ L 77M/ I MA— / .I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 � 4 sets of Building Plans TEL: (631)765-1502 Planning Board approval FAX: (631)765-9502 2 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined .204 Single&Separate Truss Identification Form Storm-Water Assessment Form uhl Contact: Approved 20 � Mail to: Disapproved a/c Phone: 6-16 7�3 - 22-34 Expiration t VR IB&IdU&IR4ector SEP 21 2018 APPLICATION FOR BUILDING PERMIT a`i_ da k�.T' DEFT. ., ,. ;�'t'f'•I ,D Date .20 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. A��— (Siggature of applicant or name,if a corporation) 371 H-'CdrFX Y .S7; A SSA Pec2u A fJ Y 7S'F (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer, general contractor,electrician,plumber or builder owNEK Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. MA Plumbers License No. A Electricians License No. '11A i S Other Trade's License No. ' TfMe 1. Location of land on which proposed work will be done: �a.57!;- H O B A R-r House Number Street Hamlet County Tax Map No. 1000 Section 6>Lf, Block �'L. Lot 0 `� Subdivision Filed Map No. fJA_Lot 2. State existing use and ccupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Ril?`$•1 p F-N`1'( A b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Xv _Alteration _ Repair Removal Demolition Other Work ,9- (Description) 4. Estimated Cost q' 'Pro B`80 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units r Number of dwelling units on each floor Rio. If garage, number of cars iyA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. "t4lpt 7. Dimensions of exi ting structures, if any:Front ��,i/� Rear 2G; �11 4 Depth Height 2,'-t � Z'�`` Number of Stories I Dimensions of same structure with alterations o411 itions: Front 2w!lfl'3hf� Rear Depth &o I Oh-" Height_- 2��.It Number of Stories 11 8. Dimensions of entire new construction:Front l A Rear io 6 Depth '�JA Height �J N Number of Stories NIN 9. Size of lot: Front 'S� ­7E—Depth 10.Date of Purchase .s S zo 1 r Name of Former Owner 11.Zone or use district in which premises are situated sou -m6 L 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13.Will lot be re-graded?YES NOWill excess fill be removed from premises?YES TNO 14.Names of Owner of premises RoT Pr w CLL Address-37/ 57�. Phone No.576-sift- Name of Architect F-t t_ �c 9 sso(. LC Address_ a�,ak-n "' �'� Phone No Name of Contractor Address Ohl Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_ * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__X * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS', 9 e- � w� L L being duly sworn,deposes and sq(Dj)hj applicant (Name of individual signing contract)above named, Notary Public,State of Now York No.01 BU6185050 (S)He is the 010 f\j t L1l,alified in Suffolk Counb ^ �9tflFi-� dV � (Contractor,Agent,Corporate Officer,etc.) .,�April 1 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 �i 15 F day l o 20)`y Notary Public Signature of Applicant Scott A. Russell ,��® ��� STOR IMMIWA\TEIK SUPERVISOR AMIA NA\tGl]EMLENT 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 ) DOES TINTS PROJECT INVOLVE ANY OF THE FOLLOWIN,G: 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. ❑g@ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E9 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of, any watercourse. ®E9 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: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. $: 1000 Date- ME: R. e�� 6 o2- p Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact information FOR - - - - - - - - - - - - - - - - Reviewed By: Q/0 Property Address /Location of Construction Work Date: 9-J/ NO 3A Q ,l am Approved for processing Building Permit. ® Stormwater Management Control Plan Not Required. I I Ct `7 Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 SFO ILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD cm 1 2 2019 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 T! %® phone (631) 765-1802 - FAX (631) 765-9502 ® roomer:richert0townsouti 6ldA .-us A_ PPLI-CATION-FOR ELECTRICAL INSPECTION REQUESTED BY: - - �� ._ ��G�_ _- Date: 3 �z / Company Name: p W N2 Name: ieN,4/�'� ��i/11_ R- email: License No.: -- - --- Coo N --- - �/eff1,e>e S Ao6- Address: - Phone No.: 51111-- JOB 1111_JOB SITE INFORMATION: (All Information Required) ' Name: -- Address: " , r.®LLeci_f� �� Cross Street: �% 5''. 1ei _ si Phone No.: - ��f 3 -c-:9 o2 34, - Bldg.Permit#: �o�� `�__ _ _ -___ email: les-&z. e0" Tax Map, District: 1000 Section: t1a BRIEF DESCRIPTION OF WORK(Please Print Clearly) e��Y.ec� S lc2S �Po®,rpt ���12L� �v)„ a Am � /3�400 � �3�i N 2raa��✓L - - - - - Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES Issued On , Temp Information: (All information required) Service`Size 1 Ph 3 Ph Size: . P A #Meters,-�441F- Old Meter# 79 New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground Overhead #=.Underground Laterals 1 2 H Frame Pole Work done-on Service? Y N_ _ -Additional Information: --- PAYMENT-DUEWLTH APPLICATION �- - 82-Request for Inspection Form.xls \�'� ILDING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD MpR 2 2019Town Hall Annex - 54375 Main Road - PO fox 1179 Southold, New York 11971-0959 #� 11 phone (631) 765-1802 - FAX (631) 765-9502 F SO :rag�rrimertCa-town:spftiald: v�us TO __ APPLI.C,ATION-FOR ELECTRICAL_ INSPECTION REQUESTED BY: Date: 3 �z /� Company Name: -_- Name: -AcIM RI - License No.: _-AIA __ emaii: �/Cftl oe� S AOL-640 1- Address: Phone No:: _ 0___7-,;Z JOB-SITEfN- ORMATION: (Ali Information Required) ' Name: Address: Cr'oss Street: -9-774957__ %_ 0`1_'�_ - l - BIdg.-Permit#: 30�_ ? -_ ---- - -- --email:,- Tax Mai bistrict: - 1000� -Section: Block:_ _ _- _ _ - _Loi=S: - - _- 'BRIEF-DESCRIPTION OF WORK(Please Print Clearly) 0 Circle All That Apply: - Ls Jqb ready for inspection?: YDS NO Rough In Final Do,you need a Temp Certificate?: YES Issued On Temp Information: (Alliinformation required) t�ervie:Size 1 Ph 3 Ph Size:-; A #Meters-S Old Meter# 7Q47 0 v New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground Overhead -11 _u;lndrund Laterals_1 2 H Frame Pole Work done on Service? Y �1 Ad'Ifiona-1 infoFrriation - - PKYME tDUE W`TH AI3PLI ii "Clt3N `0\ •OO 82-Request for Inspecdon FormAs ��'� PERMIT# Address: Switches t ' Outlets GFI's 1 I Surface �r Sconces P 7 H H's e r UC Lts Fans Fridge HW � i Exhaust, p Oven Dryer Smokes ` DW Service Carbon Micro Generator Combo , Cooktop Transfer AC AHS, Mini Special: ' 9 Comments c Town H ex =�` "��=c=- ° Hall Ann Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. fox 1179 ? f Southold, NY 11971-0959 .� � `* BULMNG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 4?11/x' Owner: A l Cf{'4tt'> c) 7"W AJ 4E L L Location of Property: ( , �O.L3/4 R ��, �� So cc/'I-to L d� 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) e 11 "1 Signature: Name (person submitting this form): L'y��C ,A o 7-1f We L L Capacity(check applicable line): < Owner Owner representative TrussReg15.docx Effective 1/1/2015 OF SO(/r�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 I�COUMT`I,� BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD Rothwell Sr, Richard 371 Hickory St Massapequa, NY 11758 .4 RE: Three (3) sets of Screened Porch Plans need to be stamped and signed by an architect or engineer. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Energy Test results, Manuals J&S. Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. 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. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43297-Z Additions/Alterations 1 SURVEY OF The existing sanitary system-has been certified (� i a as acceptable by a licensed design professional. -�` D �' ��� !. `� tic � ," I MAP OF LOT 13 8c P/0 14 p gn p o Y D O9 2019 This approval makes s�; representation on the FF.CO, EAI.TIi FOUNDERS E S TATE S ay OFFICE CF SERVICES FILE No. 834 FILED MAY 10, 1927 part of the Department as to integrity of the JAN 2 9 2019 �' o ASTEWATER MGI. existing sanitary system. ;: oy � SITUATE G %, 0 ti y Goon``', SOUTHOLD TOWN OF SOU HOL.0 O �' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK >P� 0 tJ S.C. TAX No. 1000-64-02-09 SCALE 1"=20' ` V�NG a yOq. GOv o LIN . (i ro oG t�, NOVEMBER 7, 2018 O .� mGm<y DECEMBER 13, 2018 REVISED BY S-.C.D.O.H.S. uN0 �fOt, QV0 O ON dP Yp O_ tr FcoNo• oSFS 1� .< a .e ,2 �G��� —� m0 AREA = 11,250 sq. ft. c. Vo c as OR N p1YL ooNOTE: aOF • / _ 1. ALL DWELLINGS WITHIN 150' ARE CONNECTED TO PUBLIC WATER. A a P n� V030,6`s q EQ { SEPTIC SYSTEM TIE MEASUREMENTS 44 ,0 O ' + 2 6 0 eGo O.os eQO a a $ OWN T-;' "P PORCH HOUSE �QGj 2�t ',„ Gd+ o CORNER ❑A CORNER© . N 6 4. . s a� -�O :\oNOOH oGmt� SEPTIC TANK 14' 55' $ a \e pjGE :`o INLET COVER C%� a ��o A. ` EG W= Sg •00% H GT SEPTIC TANK 200' To WA �m 3 r?� o m� \ ti / a•a l 3 I� 7 OUTLET COVER 18 54 `4 HIGH 9 O� 't �: 3 LEACHING POOL , , TER OF TOWN CREEK. ' Go�,o Moi LOT �A,O g �, `�ov , �3a' " , .-• :e 1� COVER 1 27 41 O .� F�k�'��oR°o� < �a� " LEACHING POOL 42' 2T .. •Z N : ;. ::: ,:: �p COVER 2 oZOo+ • s my0`A [•\\`y. O �Cr,`• VN6 c / `pp•�Nl`� 2,'o +NI\_3` a•�n y '`7AF / a I 00 Ov`" G(r Gf' , �' 2e�°� �` e� yPy .4 0V *0Ila- 00 a �" �, /p,'e0.t� STAN � _ MINIMUM :4 PTED A ':, \ - / 'uV v 4. By a• ; sl�'l �i SAND ZO e�0 JRR�S6� 1 A•Q C a 3 0 LOT L4q o •a.• QJ0 2� a < FO gip•!tO t QO sw m.K Coumii!DERARTMPrI'I OF HEALTH SERVICES X467 a c S \ 6� Y.S. Lic. No. 50467 C .4 -I (f "AfF71 I"- H.S.REI~.No. • O CURB P� UNAMOR®ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan a Corwin III Q Based on the inforinatipn submitted,it has been determined that this SE°TION EDUCATION LA OF THE NEw YaRX STATE COPIES �r• Land Surveyor project does not requite additional sewage disposal or water stlppiy COPIES OF THIS SURVEY YAP NOT BEARING +Q \ THE LAND SURVEYOR'S INKED SEAL SI facilities. EMBOSSED SEAL SHALL NOT BE cormDl7tET) , i. TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. O TOW MaximumBEd1Ooi ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED,AND ON HIS BEHALF TO THE �L 7iRE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — SU!>d/VlSions — Site Plans — Construction I Oyal oG q�pgg �� TOOr+E A alms°of I�arN INsnD- m TUIION.CERRFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 G Office of Wastewater Management THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAIUNG ADDRESS DateAND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ( ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 _ I SURVEY OF LOT 13 & P/0 14 c MAP OF o FOUNDERS ESTATES o FILE No. 834 FILED MAY 10, 1927 SITUATE SOUTHOLD o� a � TOWN OF SOUTHOLD w ,�SpGP�PG� J' SUFFOLK COUNTY, NEW YORK >c, o�y S.C. TAX No. 1000-64-02-09 �y�� SCALE 1"=20' 4 �5ogeoo� o o oGc� NOVEMBER 7, 2018 GNP a R SpA a3. O .1 �G<� DECEMBER 13, 2018 REVISED BY S.C.D.O.H.S. �No MoN. O QOOv ° oN/ eyed' �p� 01. J �yG) JANUARY 26, 2019 FOUNDAION LOCATION AREA = 11,250 sq. ft. ,Vol 9 1(1\ 0.258 cc. ° e °o' •(Oe',SLP N�OG� � v1P� NOTE: J► a OF i / 0_0 1. ALL DWELLINGS WITHIN 150' ARE CONNECTED TO PUBLIC WATER. tJ� v v F �Oo SEPTIC SYSTEM TIE MEASUREMENTS o o� eye '00 .� . ° o�c�NG eo P G PORCH HOUSE °p �2l �y U' p CORNER FA CORNER[B rODE � / � v1• e 7- o -o�c^ SEPTIC TANK sLj\ aG14, 55% ° �� FooNNc MoN°�N �yl O � 2 SEPTIC TANK OUTLET COVOJO� 18' 54' LEACHING 70 HIGH WATER o�Q ER 9 27' 41' LOT j 05 c 4- COVER G , • v 0 , ER eE� , LEACHING POOL 42, 27, COVER 2 ° •, o coN ' Gam/ sept s o Ay s ° sCl a� q o• \ pp o t3� n ,so% �s Ljp' o O ° ` \,y c►$(eK V v� 9 r P� a 04 D JN�_�/Y1P �r AS 2�A 31 �P y t-�f '•° •• / � � e �p't � �n 0 V NopO ° B 4\ ° C v IN ACCORDANCE WDHSETBLI UM STANDARDSFOR M' AESALISHE D < A THELIAO AP •�AND• OPTED SU IRCH D Ar 0 110 01T av q c , \ GO �°p� 9LP-35V L ,. Gc:No. 50467 •0O�c CVRO pal } UNAUTHORIZED ALTERATION OR ADDITION ' TO THIS SURVEY IS A VIOLATION OF Nathan _. rwin III v a ,-1 O o SECTION P, Q'� �J EDUCATIONZLAW.09 OF THE NEW YORK STATE PSe a JAN 2 J 2U(�I9 COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR °C \ TO BSS DV SEAL TRSHALL NOT UE COPY, BE CONSIDERED CERDFlCKnONED S INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaakssen, Jr. LS. a LT :.}1J��d.l�„;_,•E,.�'•1.� ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. In a no LS. IS PREPARED,AND ON HIS BEHALF TO THE A �� TOWN® , �� Y TRIP COMPANY, GOVERNMENTAL.AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout G < AND TO THE ASSIGNEES LENDING INSTITUTION OF THE LENDING INSTI-I TU ION.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFRCES LOCATED AT ANUNG ADDRESS T AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 1 F19 Planning Enginetring ® �� �urveying �� �/ G�® �e`\y °\ of ��on � P• `G\'oe\ 01- 2� t ot` s� fie e< \\\ 001. 0< Zt p.G s o< 80� s vol ,yO 0 s� s �o�e Vag 2 G O Oa 00 � E rbol� V01- CIA F pKP' St Oa Ot per ott� \ \ `�� �\ 01 �O IPAGen e U 400 01 C 60 Ot . / O � O� Ile / HCEU / / NOV 1 9 2018 D llJii.02NN J.6a,e h TOWN OF SOUTHOLD NOTE: SURVEY FOR: 1. ■ = MONUMENT FOUND HARALAMBOS TSAMBAZIS, MARIA TSAMBAZIS 2. AREA = 11250 S.F. 3. LOT NUMBERS SHOWN HEREON REFER TO SUBDIVISION & NITARI TSAMBAZIS "MAP OF FOUNDERS ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 10, 1927 , At: SOUTHOLD Town of: SOUTHOLD AS FILE N0. 834. Suffolk County, New York Suff. Co. Tax Map : , 1000 , 64 , 2 , 9 District Section Block Lot CERTIFIED TO: Young & Yours Land Surveyors HARALAMBOS TSAMBAZIS Young, MARIA TSAMBAZIS 400 Ostrander Avenue, Riverhead, New York 11901 NITARI TSAMBAZIS 516-727-2303 GREENPOINT BANK STEWART TITLE INSURANCE COMPANY (# AST-96-S-0025) Alden W. Young, P.E & L.S. (1908-1994) DATE :NOV. 1'4, 1996 Howard W. Young, Land Surveyor / SCALE :1"= 30' Thomas C. Wolpert, Professional Engineer ! JOB NO. :96-0963 Y............it. V A I............ 7.......j C.....«.......... 9 �laastiag `�G . ;Eagiurtting PNV � � '-V V ` _ 8arnryiag V � � \ L `G,�pe\ �2� Vo s� o< of 8° Jt' °,� �2 pp air �o es �'• ,L5 o. •Opp `� �. �� -� ��' 09�+ °'1� 26 t\y ro Of \a� � Z- S \ v „ 40 Ik•py pp \ •o �• c' 6 " o \ Nac of k° 01 �� va o, D NOV 1 9 2018 'OWN OF SOUMOLD NOTE: SURVEY FOR: 1. ■ = MONUMENT FOUND 2. AREA = 11250 S.F. HARALAMBOS TSAMBAZIS, MARIA TSAMBAZIS 3. LOT NUMBERS SHOWN, HEREON REFER TO SUBDIVISION & NITARI TSAMBAZIS "MAP OF FOUNDERS ESTATES" FILED IN THE OFFICE OF THE.CLERK OF SUFFOLK COUNTY ON MAY 10. 1927 • At: SOUTHOLD Town of: SOUTHOLD t AS FILE N0. 834, Suffolk County, New York Suff, Co. Tax Map: 1000 1 64 2 r 9 District Section Block Lot CERTIFIED TO: Young & Young, Land Surveyors MARIA MBOS TSAMBAZIS ZIS 400 Ostrander Avenue, Riverhead, New York 11901 NITARI 'TSAMBAZIS 51,6-727-2309 GREENPOINT BANK STEWART TJTLE INSURANCE COMPANY (# AST-96-S-0025) Alden W. Young, P.E & L.S. (1908-1994) DATE :NCV, 14, '1996 &ward W. Young, Land Survvyor , SCALE :1"= 31 Thomas C. Wolpert, Professional Engineer JOB E :96-0963, v, . ,is i+ r.......... ,.. a a.............. IO 4.r may` „ SURVEY OF The existing sanitary system- has been certified ,� ® �.�� �� tic +VI LOT 13 & P/0 14 as acceptahfle b a 1*. eased design professional. �`j DD � 9MAP OF This approval ra�aac� �:� representation on the o � FOUNDERS ESTATES part o€`the Depurt?�+ent as to integrity of the � � JAN 2 9 2019 Gya �;TFILE No. 834 FILED MAY 10, 1927 existing sanitary system. � a°2 � ����° SITUATE 0. �►001D SOUTHOLD TOWN OFSOUTHC.�0 � p0 � �? TOWN OF SOUTHOLD �5 GPtiaG SUFFOLK COUNTY, NEW YORK 0S.C. TAX No. 1000-64-02-09 SCALE 1"=20' 0VE NPS R�oNe° ,4 DECEMBER< DECEMBER 3OM8EREVISED D B$S.C.D.O.H .S. eoey° 12 ° e °pyoN�_�/a°�S �a� 00 j ��ti0 O � � (PN� 1 ° r AREA = 0.258 cc. ft. LOT / F ° C '94O� P� N�OGE�O • i / NOTE: 1. ALL DWELLINGS WITHIN 150' ARE CONNECTED TO PUBLIC WATER. a ° A y91 SEPTIC SYSTEM TIE MEASUREMENTS _ 'o o '' E m � • �b�e°°� �3 a P O PORCH HOUSE O.o� , a �Zl �y G,r O CORNER FA CORNER[ - 6 A` J \ sPN� °�o `'� e 9� o Arc^ SEPTIC TANK �'o `r. / �$ y6S.a �y� S `� cm�<<� INLET COVER 14 55 2 ° A6. ?� o O�c SEPTIC TANK ° ° a� .00 J rn 9 OUTLET COVER 18 54 G G N �'�°� 31 200' TO HIGH WATER OF TOWN CREEK �m 13 oQ�� LEACHING POOL v v O goN�N 'I' O S�O 5� 9 A " �8� j 27' 41' j'0 �Ik• 0 1Iq. NPV ,3. A COVER 1 N 5 c p LEACHING POOL , 1p COVER 2 42 27 ' o Y \ QC�� F0'\SON go° r. v � } O �O �S�GM`' •� s A6+j v NO\via X00• � \ OO O 4 GI's O s. GI O's vN� `s'/ yF GP _G� om"' ���� a PSQ�PV N e NiOs 6C.....WR�THE MINIMUM pS ABUSHED BY E LI:A.C: �f ADOPTED p _ v C ° FO s 1"(! RK TE' D °yAr o LOq' a �O°E C Q 44 /0 ONN S61 n 2� a �' . \ F�N°•��� �,�5' SUFFOLK COUNTY DEPARTMENT OF HEALTHS�%ae� p t� r 0 v ��i . Y.S. Lic. No. 50467 6 ,0 c Re P S H.S.REP`No.-K-1- 0YUNAUTHORIZED ALTERATION OR AODRION n~ �' Vy ° a eR�� o� < To THIS SURVEY Is A wounoN of Nathan aft Corwin II used on the information submitted.It has been deteffnined thea Ns SEC71O 7209 OF THE NEW YORK STATE c project does riot require additional sewage disposal o.P VVate?StDPptY EDUCATCOPIES OF THIS SURVEY MAP NOT BEARING hand Surveyor t THE LAND SURVEYOR'S INKED SEN.OR facilities. EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. GJ+ O ^A^n�Q��T�� �e�;OOS ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. 4➢saln derYaens IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout e: LENDING INSVTLMON US ED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS I— PHONE (631)727-2090 Fax (631)727-1727 Office of W'ltSteWateff 1Vil adnagement. TE. AnONs ARE NOT TRANSFERABLE Yldn THEHE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS ANDEASEMENTS OF RECORD, IF Jamee 586 Main dP.O. Box 16 ANY,. NOT SHOWN ARE NOT GUARANTEED. Port, New York11947 James port, New York 11947 C� :e..N4xz*�Xr-.,y N"N£x•,y wp�r'wim�el;f .,°k._'rr .�i�.a47sS KEIIL DESIGN ASSOCIATES ac IV residential&commercial design•consulting F T- PO.Box 1615 phone: 1631)433-% Southold,New York 11911 E-Mail: ssbn654@opton&ne.n l KeN Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP de USE OF DOCUMENTS: These drawings and specifications including the Ideas, design and arrangements represented therein, are the property of KEHL DESIGN EXISTING i ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection SCREENED PORCH " with any work or project other than for which ON SURVEY they have been prepared without written consent. EX. FIRST NOT FOR N FLOOR CONSTRUCTION ' USE UNLESS //ng/sh Beam CERTIFIED BY A � 71777-17-1 77-, I"ROPES 7I®NAL c Sister Existing 2x6 Flush Beam xlth Plate °Sted B lted a 24'oc nth r 9oltsg , EXISTING EXISTINGWOOD DECK AREA/• N BEDROOM o AS SEEN ON SURVEY EXISTING WOOD DECK AREA CONVERTED TO SCREENED WORKNOTES: PORCH PRIOR TO PURCHASE / Of THE HOUSE AS PER OWNER. Existing 2x6 Flush Beam EXM42 A *Existing 2x6 Rush Beam Span to be Divided Equally Nth 20 ACQ Stud EXISTING CONDITIONS THESE OF THESING CONDITIONS. THE TRU REENDOSNOT MEET�NEW YORK STATE CODE ��® ®51684 REQUIREMENTS AT THE TIME IT WAS CONSTRUCTED. *INDICATES MODIFICATION REQUIRED TO MEET CODE AT �t THE TIME OF CONSTRUCTION PROJECT: INDICATES AREA OF DRAVANGS® BUDNIED BY THE TOWN OF SOUTHOLD TO UPDATE BUILDINGPERMIT. ROTHWELL Split Sheet Rolled Roofing RESIDENCE 30# Felt 1/2" CDX Roof Sheathing 1255 HOBART ROAD 2x6 Rafters 16" oc. EX. FIRST SOUTHOLD, NY, 11971 Existing 2x6 Flush Beam FLOOR SC'PM 9 1000-64-2-9 EXISTINGW DDECKAREA ELEVATION 19.1 FEET *Existing 2x6 Flush Beam Span AS SEE N SURVEY *Emstmg 2x6 Flush Beam Span DRAWING TITLE: to be Divded Equally Nth 2x4 to be Dixded Equally With 2x4 ACO Stud ACQ Stud EXISTING CONDITIONS LL NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERNCE AND ARE THE PROPERTY OF THE DESIGN PROFESSM YNOSE SEAL IS AIM HERETO.11MGEIIE10 WLL BE PROSECUTED TO THE FUIIEST FXIENT OF THE LAW.CONTRACTORS SHAIL VERIFY ALL Fal)COiDI110N8 AND DIMENSIONS AND BE SOLEY RESIVWE FOR RID ITT.THE DESIGN PROFEES90NAL ASSUMES NO UABIUTY FOR OMYSIONS DUE TO UNKNONN OR UNFORESEEN ITTID CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REWSICN 10 THESE PIANS SEAL- DATE: EXISTING CONDITIONS JANUARY 03, 2021 PROJECT NO: 1082-2021 THESE DRAWING ARE OF THE EASING CONDITIONS DRAWN BY- THE STRUCTURE DOES NOT MEET NEW YORK STATE CODE ) I .�.;l� \J� i.E-: I ' BDK REQUIREMENTS AT THE TIME IT WAS CONSTRUCTED. CHECKED BY: *INDICATES MODIRCATICN REQUIRED TO MEET CODE AT SEP s 7 2021 y SHEET NUMBER: THE TIME OF CONSTRUCTION A 1 ®1 ® INDICATES AREA OF DRAWNGS THAT ARE REQUIRED R�i r[,Da 1IG4 y""�� . BY THE TOWN OF SOUTHOLD TO UPDATE BUILDING PERMIT. '6` a ,••. DOB UMBER: OF 0 KEH&DESIGN•ASSOCIATIS,uc APP 0 ED AS NOTED DATE: B.P.# RETAIN STORM WATER RUNOFF y PURSUANT TO CHAPTER 236 FEE:s gy; OF THE TOWN CODE. NOTIFY BUILDING !DEPART ENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TAIC REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST TRUSS PLACARDING REQUIRED BE COMPLETE FOP C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. - DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION COMPLY WITH ALL VUL) HAS SEEN APPROVED. NEW YORK STATE & TOWN CODL AS REQUIRED AND CONDITIONS C �96�H8L� LZBA mu HUT T9��P!-°kAl lel CI 10ARD ELECTRICAL INSPECTION REQUIRED All exterior lighting installed, replaced or OCCUPANCY OR repaired shall conform USE IS UNLAWFUL to Chapter 172 of the Town Code WITHOUT CERTIFICATE OF OCCUPANCY 77, GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONALCC) NT RACTO R N 0 T E S General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGUL-ATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTE%3. - ��. Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY; 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 fo- wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY A EA OF THE BUILDING ARE TO BE STORED IN A KEM DESIGN ASSOCIATES iIC 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 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RE-SPECTIVE MANUFACTURER'S CONTAINERS, SUCH PO.BOX 1675 phone: (631433 9084 a. All trusses shall be "shaped" as shown on architectural cross sections, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boa number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11911 E-Mail: ssbn654@opfOnline.net 3. MINOR DETAILS NOT USUALLY SHOWN CR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. LL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, Kehl Design Associates,LLC o formerly D A K Associates,LLC 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. �7" 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 o ace p ys 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 ASSOCIATES, LLC. No part thereof shall therein, are the property of KEHL DESIGbe N 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. 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 CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICA'_S, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING 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 TH:_ BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANIGE 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): 9 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 CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO TH. 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, VrATER, 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 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 PROJECT 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 ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. 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 PRt,CTICES 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 REGULl:TIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. DOCUMENT 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 'ONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE PROVIDE AND MUE OR MULTIPLE LTIPLE-STATION STATION SINAACCORDTION ANCE KE AWITH 2015 MS AS VINTERNAT ONABLORESIDENNTIA L CODECTORS CONSTRUCTION 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 RE=QUIREMENTS 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 SUPPLEMENT. D /� SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE I� ROFESSION /� L LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TE=RMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 1 3'-0' MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 C - NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERN,?T!ONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA 11UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND .VENTILATION REQUIREMENTS. TABLE 1607.1 - continue,, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND t:' `.IUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE OCCiIPANCY'OR'USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 21"05-INTERiATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONF - AND - TWO FAMILY DWELLINGS (psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE ANC RESCUE REQUIREMENTS. ' USE OCCUPANCY UNINHABITABLE ATTICS WFHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT {, OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS D r 1 >1 ra UNINHABITABLE ATTICS WITH LIMITED STORAGE r' 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 HAVE A CAPACITY D RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED- FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 k 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE _ REQUIREMENTS OF THE LARGE MISSLE 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 NAILING NOTES: a � '�r �� .k MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E 1996. ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL 7011'' OFSC?UTXLD V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND - HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING NO SUBSTITUTIONS PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR APNI 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 1POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE All framing hardware shown On these plans, muTHW E L L HEIGHT. BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE g ,unless otherwise indicatedIS Simpson Strong-Tie. Tie. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED p 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. IN in PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 4" ENCEM` E S I Ew THE HIGHEST ROO= SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =20'-24" AS PER CHAPTER 5 OF THE 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 Due t0 the relationships of framing hardware to INTERNATIONAL RESIDENTIAL CODE BETWEEN JOISTS Ar:) RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13-716mm) OR LESS WHERE the other components of the structure, any framing UPDATED WITH THE 2016 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vosd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions will render these plans 1255 HOBART ROAD 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 CONCURREJTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and SOUTHOLD, NY, 11971 OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system. TOTAL HEIGHT FROM RIDGE TO GRADE 22'-1j" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p y THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR SCTM # 1000-64-2-9 MORE ADJACENT TI:USSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY ll, III OR IV BUILDINGS LOCATED OVER 60 FEET ASSUMED RECTANGC 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE ELEVATION 19.1 FEET 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 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERF ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. GENERAL NOTES NOT LESS THAN 3C, INCHES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A U^AFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISI�-230 DES ( ) NOTES: AREAS OF STRUCTURE 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 SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRJCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL DE NEW CRAWL SPACE 215 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL ROOMS. SCREW-NO. 8 WOOD FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR INCH EMBEDMENT LENGTH EX. BASEMENT NA BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR 215 sq. ft. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE N0. 10 WOOD SCREW- .� NEW SECOND FLOOR INA sq. ft. OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA (SOF NEW), APRIL 26, 2018 WITH 2 LOFT NA - Ya INCH DIAMETER LW- CO R� O. axl O'Q,� PROJECT NO: ATTIC HOUSEa NA BASED ANCHOR WITH 2 16 12 9 PRESCRIPTIVE DESIGN CFIITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. �'� ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED * � �:;I �9� � 1031-2018 UNDER FEDERAL COPYRIGHT LAW. DRAWN BY: GARAGE NA r p^ BDK ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT "'_�Y�( C 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 CHECKED BY: BONUS ROOM' NA TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WR.tTTQ,(jTN,Q a. This table is based on 140 mph wind speed and a 45-foot mean root height. ALL PLANS AND DESIGNS S ARE THE SOLE PROPERTY OF s i 180,08 0= SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). p SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. I�OF.E SSIONP\ SHEET NUMBER: NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE 23 sq. ft. length of 2 inches minimum into the building frame. (Fasteners shall be located PROOF OF PURCHASE, G1 POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. ACCESSORY STRUCTURE NAsedrawings oes noauthorize e right without d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of thednot thht to build wi g using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEHGDESIGN•ASSOCIATES,uc (b) WITH STORAGE — TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION STRONG fes . SIMPSON % l ..; USE A MINIMUM OF / TWO 8d NAILS THIS '` M TS20 L_TS20 � _ U. SIDE OF TRUSS. PROVIDE (1) HGAtOKT ON /> ca n \ .__ • /.,', z SIDE OF CEILING JOIST I TT' ' ALLOWABLE LOADS LOAD /� m a j�Ohl _ _C1-1{ FASTENERS LATERAL WITH TOTAL FOUR AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFTCODE 8d NAILS ° (133/160) 8dx1�" NO. TOAVG NAILS REF. INTO TRUSS. RAFTERS TO TO ULT. -- / PLATES STUDS ( ) ( F 133 160) F2 1F)O) STU TRUSS - "- ---= o NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = _ SIMPSON TAKE-UP WASHER H7 16 4-8d 2--8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND --- ,. vu DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES %— residential & commercial design • consulting H6 F16 8-8d 8-Sd 3983 915 950 650 5, 44 o - DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) • ' Td o /ART 'x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o f// • • o ° PC.Box 1675 phone: 1631 433-9084 MODEL GA z LFTA REF. INTO °0° °. outhold,New York 11971 E-Mail: ssbn654@optonline.net ULT. LFTA PLATES o S N0. MAX. LEAK E QTY DIA 1 2" 2 ' 3" 3 ' 1 2 2 3 3 EIGHT WIDTH PAN 8d NAILS SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 5, 44, 85 INTO LFTA 16 2J" 17" 3883"16-1 Od — 4200 / // , /// / ///tel/ r STUD ^':�a/ �//lTT.:%,/lO//, , ,r_.;'",:J�/%�/�".a..,�� ° OWNERSHIP & USE Of DOCUMENTS: ° DOUG—FIR LARCH / S0. PINE ° FASTENERS ALLOWABLE UPLIFT LOADS 3 00 These drawings and specifications including the ALLOW MODEL L AVG 10d 10d x 1z" CODE REF. LFTA LS TA 21 ideas, design and arrangements represented NO. 10d 10d x 14" ULT. °o therein, are the property of KEHL DESIGN (133 / 160) (133) (160) �' ° ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ' ° o Simpson Strong-Tie copied, disclosed to others or used in connection °° HGTTA110 ° with any work or project other than for which ° ° DETAIL "Kill have been prepared without written consent. MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'xl2 ° LST20 20 12-10d 1:?-10d x 14" 2383 775 720 720 3, 41 CNWDETAIL, "E'► °° STU 5 COUPLER NUT - 8 DOUG-FIR-LARCH/SO. PINECODE specaified nals in °° T KE—UP WASHER TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each end Simpson Strong—Tie NO. TION (100) (125) 160 G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" _V H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'xl2 DEFLECTION DEFLECTION CODE STUDMODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° N0. BASE BODY a s a BOLTS LOAD DESIGN 9 GA GA HB SB W H B So CL DIA DESIGN yyHEN RAISED OFF ° o QTY DIA 11" 2" 2}" 3" 3" 5}" LOAD T{ IL PLATE 0 HD2A 16 12 4A" 2J" 2J" 8" 2& 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 o° MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. DF / SP CODE (133)2 (160) REF. SP4 3A" 71" -10d x 11" — 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 100 REF.R (133) (160 ) °o WORK NOTES: LSTA21 20 1 21 16-10d 905 1 1205 1 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L. NAILS 1UU R (133) (160) REF. Simpson Strong—Tie STU 8" MSTA24 18 1 11" 2 I 18-10d 1025 1370 1640 1 7, 40, 90 LU S46 SIMPSON LVOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER L SPACING REF. HD2A N0. (LENGTH END GA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 OC. A� T OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION RUC 1T ION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7 40 gp ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIN -FIR AR H PIN A WA L AD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B 10dEADERsd JOISTS AVG UPLIFT FLOOR too Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" ULT. (133) (160) 10d 16d 10d 16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A 4J" 2 4-16d 4-16d 6076 1140 11601-11000 — 1150 1250 7, 40, 127 DETAIL "I.. COW CERTIFIED BY A HUS210-2 14 3A 9{� 2 8-16d 8-16d 6076 1755 21051-11650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL ARTJ"xl2 STU 5"_ UPLIFT -FIR AR HDOUGPIN LATERALWAQLE CODE SIMPSON ENGINEER FASTENERS UPLIFT MODEL AVG (133/160) REF. TAKE—UP WASHER NO. GA ULT. TO RAFTERS TO PLATESTO STUDS (133) (160) F F2 HGAIOKT 14 160 4-SDSa"x12" 4-SDS "x3" 1523 435 435 1165 940 ` 0 USE A MINIMUM OF SP4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR /. m SE A MINIMUM OF 51, ANCHOR BOLTS 8d NAILS TWO Bd NAILS THIS MTS16 STU - LSTA21 SIMPSON $ INTO TRUSS. SIDE OF TRUSS. MTS16 TOTAL FOUR �. m HD2A SIMPSON o LSTA21 Strong—Tie P TAKE-UP WASHER 8d NAILS ROJIECT: INTO TRUSS. HUS210-2 -= ELL TWO R E S I D E Hk`;` E LZ 8AILS ° °° F1 TO PLATES °®° EIGHT TWO ° 8d NAILS 8d NAILS INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °0° 1255 HOBART ROAD H7 EIGHT 8d NAILS 0 DETAIL "D" DETAIL "G" DETAIL "J" SOUTHOLD, NY, 11971 INTO STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie DETAIL "L" LFTA ROD SYSTEM SCTM # 1000-64-2-9 LFI-A ELEVATION 19.1 FEET LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping NOTE: ---- - - - -- - - - - - BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 DRAWING TITLE: LSTA30 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA, = 22.3 cu.ft. per vertical ft. SIMPSON WINDLOAD 3" THROUGH ROOF I 3" THROUGH ROOF I 3" THROUGH ROOF OOR V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 2­J n POOP V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. CHARTS & CALCULATIONS ROOF AREA = 2081 sq/ft / STRONG-TIE DETAILS 3'• 3 " ��"T'�°°"" / ROOF DRAINAGE I • LTP4 2" 3" 2" A = 1977Rsq/ft CALCULATIONS AND ' • 1st FLOOR 2nd FLOOR R - 2" RAINFALL - .17 ft PLUMBING RISER DIAGRAM LTP4 - - 2" 2 , LTP4 3' C = COEFF. = 1,0 NOTES: . DETAIL "C" 3 U = 1977 x 1 x .166667 = 329.5 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE GUEST 6A11imDu mm2.. IAUIDRY DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie �.,2•. 2 3 330 / 42.25 VERTICAL FT. / FT = 7,81 V.F. PROSECUTED CONDITIONS DIMENSIONS AND BEHE FULLEST EXTENT OF HSOLEY,RESSPONSBLEERFOR HFELD FALL RIT. THE IFY L Floor-to-Floor Connections ,st 2'.- 1st FLOOR USE (2) 8' DIA. POOL 4-0 DEEP = 8 V.F. DESIGN! PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FLOOR 2., 2 C. OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Ridge Strapping 2 3 3" 3• Detail 330 / 22.3 VERTICAL FT. / FT = 14.8 SEAL: DATE: 3 3 USE (3) 6' DIA, POOL 5' DEEP = 15 V.F. cE°F NEw)_ APRIL 26, 2018 LTP4 DETAIL "B" 4 F.A. VENT 6 LTP4 4'�.O BOVE GRADE Q c.o.� 3 6j"� ��� 0. 8 '�.�- PROJECT N0: 3" 3" 3" 4" ClTO SC A APPROVSYSTEED (,� l5tii ��� 1031-2018 Simpson Strong-Tie PLUMBING RISER DIAGRAM (NTS RAP POOLS TO BE PLACED ON OPPOSITE SIDE OF * ? ��'� � * DRAWN BY: Floor-to-Floor- Connections (NTS) HOUSE AND/OR LEADERS TO BE PIPED TO .` � �s�. � eDK ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY n 47 RE AMOUNT CALCULATED FOR EACH CASE. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �_� �, CHECKED BY: EQUAL TO OR GREATER THAN THE REQUIRED DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC �kO 081H6gX02 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTIONS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). PE S1 SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE All framing hardware shown on these plans, LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH unless otherwise indicated, is Simpson Strong—Tie. - - THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. i n approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA No substitutions are G2 pp 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to WHERE TRAFFIC IS TO BE PRESENT. /`, //-Z the other components of the structure, any framing IF A MULTIPLE POOL SYSTEM IS USED AROUND THE Doi NUMBER: of 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — perOyrmani�obDtittR�DrEf,tvrrrid s�»t l.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 assuming responsibility for the design and BE DIVERTED TO EACH POOL. © IDESIGN•ASSOCIAIES,ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN f�� �` �[3[ L1L1_�EI S . 5'-111" ACCORDANCE WITH THE / ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE m 5 ^ UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2015 INTERNATIONAL RESIDENTIAL CODE '_4;" '_14" '_24' 15'-44 '-1 1 - UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. _ KEHL DESIGN ASSOCIATES N NN I!OTE: VERIFY ALL DIMENSIONS TO residential & commercial design . consulting NOTE: VERIFY ALL DIMENSIONS TO -IN INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION i ALINE WITH FLOORS IN EXISTING Frame 20- 16"oc. 3„ ALINE WITH FLOORS IN EXISTING iv Frame 2x4- 16"oc. Frame 2x4- 16"oc. 0 12 -94 HOUSE. 10'-9 "— 2' P0.Box 1675 phone; (631)433-9084 Fill-in Existing " Southold,New York 11971 E-Mail: ssbn654@optonline.nel HOUSE. o r woll under Floor Joists. Basement Access wall under Floor Joists. wall under Floor Joists. - = o � Provide 2z6 ACO 4 Provide 2x6 ACO Provide 2x6 ACQ ® M °�, '�, Shoe with 2x4 Doug � Shoe with 2z4 Doug � =�5 SQ N _ ® Shoe with 2z4 Doug ® g N ti - Fir Shoe at base of ALL HEADERS ARE TO BE Fir Shoe at base of y = Fir Shoe at base of Studs with 2z4 Doug ALL HEADERS ARE TO BE - N o 9 See Entrance Wall Detail 213/,°X 9Y" Studs with 24 Dougx x Studs with 2x4 Doug 4 O z LVL UNLESS Kehl Design Associates.LLC®forme formerly D A K Associates,LLC (2)13/"X 9Y" LVL UNLESS o o Fir Top Plate. 8" Poured Conc. Wall (Page A102) OTHERWISE NOTED '���%� � 'l/!�'%-"`i%<%%���/�%`� OTHERWISE NOTED ; Fir Top Plate. 3 3 Fir Top Plate. ; 4" on l'-4"x8" Conc. 2' OWNERSHIP & USE OF DOCUMEN I S: d W d � N N COO 0 J N Chimney Footing Min. 3'-0 See Porch Archway Detail Frame 2x4- 16"ac `V N N N N N N In x W I Below Final Grade. (Page A102) r These drawings and specifications including the wall under Floor Joists. �' "' " �,r X "o x NOTE, VERIFY ALL DIMENSIONS [INSURE TE::1EIFY ALL DIMENSIONS Frame 2z6- 16"oc. ideas, design and arrangements represented Provide 2x6 ACQ Frame 2x6- 16"oc. Frame 2x6- 16"oc. INSURE WALLS OF NEW ADDITION wall under Girder. therein, are the property of KEHL DESIGN LLS OFWADDITION Shoe with 2x4 Daug Provide 2z6 ACQwall under Girder. wall under Girder. LIIJE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be E- ITH WALLS IN HOUSE. Fir Shoe at base of Shoe with 2x6 Doug Provide 2x6 ACQ Provide 2x6 ACQ - ----- --- -- - -- copied, disclosed to others or used in connection Studs with 2x4 Doug Fir Shoe at base of Shoe with 2x6 Doug Shoe with 2x6 Doug I with any work or project other than for which Fir To Plate. Fir Shoe at base of Fir Shoe at base of P Studs. - -- - IT they have been prepared without written consent. Studs. Studs. _ F- _ = NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS i 1-31, i' Provide 7'-3- 7'-8 7'-2- 7'-4" -10' „ I „ J I AS PER AS PER 4 42 Access -6 " 3'_ 1 I-4' Provide �N K I ��IN B THE 2015 INTERNATIONAL THE 2015 INTERNATIONAL bl 3' x6 (4)226 Studs Access N 1 RESIDENTIAL CODE UPDATED RESIDENTIAL CODE UPDATED I Unexcavated Ezistin 6x6 Girder Existing 6x6 Girder Existing 6x6 Girder Existin 6z6 Girder Ezistin 6x6 Girder Ezistin 6x6 Girder 4" 4 � I �` I WITH THE 2016 UNIFORM WITH THE 2016 UNIFORM - - o o I �' SUPPLEMENT �71t �� -I 2" PC Slab I SUPPLEMENT I = SCA Water Line Verify Loc tion - _ _ N Frame 2x4- 16"ac. o r- 1N Existing L �r I J NOT FO R wall under Girder. Frame 2x4- 16"oc. Frame 2x4- 16"oc. x 2,_91„ Frame 2z4- 16"oc. Provide 2x4 ACQ wall under Girder. wall under Floor Joists. CONSTRUCTION wall under Floor Joists. Shoe with 2x4 Doug Provide 2z6 ACQ -- F- --1^ I Provide 2x6 ACQ Shoe with 2x4 Doug I USE UNLESS Fir Shoe at base of g I 21 "z 7}" LVL Girder I I 21 "x 7" LVL Girder I o Fir Shoe at base of i CERTIFIED BY A Shoe with 2x4 Doug Studs. t„ I I I Fir Shoe at base of o 15 -44 0 v o Studs with 2x4 Doug - J L--J I Studs with 2z4 Doug �/ o _ Fir p Plate. 1 ' -6" -10" To 8" Poured Conc Wall 8"x8"z16" Conc. Pier o I on 1'-4"x8" Conc. -1.4- Fir PROFESSIONAL Top Plate. N _ _ _ x Z7, frame 2z4- 16"oc. _ _ v M = N � N ~� Frame 2x4- 16"oc. Provide I I @, on `D I footing Min. 3'-0" y � wall under Floor Joists. y N wall under Floor Joists. t Access I I ® Provide 2x6 ACQ -� `Q' 2'-0"z2'-0"zi'-0" � I Below Final Grade. ENGINEER o Provide 2x6 ACQ = o -` Frame 2x4- 16"oc. N N Conc. Footingo o Shoe with 2z4 Doug o o wall under Floor Joists. o o Shoe with 2x4 Doug •a o o M o Fir Shop at base of o o Provide 2x6 ACQ o Fir Shoe at base of o o aura as Line Verity oca ton Tydown Studs with 2x4 Doug Shoe with 2x4 Doug o Studs with 2x4 Dougcc I I .N Fir Top Plate. ^.N ^:_ Fir Shoe at base of ^.N X W Fir Top Plate. 2" PC Slab I i LVL Girder 57< Studs with 2x4 Doug x W l _ �'- X W 2„ x I I Fir Tap Plate. Provide ACQ Shims - C Si Masonry Tie-down ------- ---------- - WORK NOTES: N -------- ------ ----------� 8" CMU Filled Solid A B 8" Poured Conc. Wall ^5'-1 1 14 on 1'-4"x8" Conc. Footing Min. 3'-0" FOUNDATION PLAN Below Final Grade. 2'z2'xl' Concrete Footing Al 301 SCALE: 1/4"=1'-0" Typ. Footing/Block/Girder/Floor Joist Connection ---20'-94„ 15'-6� _74 EX.3042 EX.3042 EX.3042 EX.3042 Bearing 18'-62" �� ❑ Point ❑ N I EX.1632 26'-14" X ❑ ❑ l r O l 10'-94" o I Q, Q) i 2'-2,. -44., 2,_3, 1, (n '- N ` V) 7D EXISTING M PRo�IECT: ;r, EXISTING 0) 0� ;r, I EXISTING DINING ROOM a, LIVING ROOM �' R" OTHWELL ' KITCHEN ' r` I I NEW Trimmed TW3046 Archway "tE S I D"h E IN' C N 4' � VRr E co o l= NEW N W ICOVERED 25'-6" B1 Bearing z ENTRANCE H1 1255 HOBART ROAD -� SOUTHOLD, NY, 11971 N WASHER I 3 „ "' N -INLn 0 & UP. ;� DN N ® 11._74 SCTM # 1000-64-2-9 DRYER I ELEVATION 19.1 FEET I o z� �� I I /D I I NEW DRAWING 111LE: EXISTING CE EXISTING � o CE• EXISTING M;' I SUNROOM M�G30 N N BEDROOM BEDROOM Q I BEDROOM N I I ' z FOUNDATION PLAN FL EXISTING I I PROVIDE HURRICAN= STRAPPING IN o o cn 0 ACCORDANCE WITH THE BATHROOM I I 2015 INTERNATIONAL RESIDENTIAL CODE 00 2015 CL. I i "xoe i o 13'-8 30 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE UPDATED WITH THE 2016 UN FORM CODE SUPPLEMENT. GE I I 2 Z Bearing ° Tub „ I I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE t Point 2'-04 =�J © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NOTE: VERIFY ALL DIMENSIONS TO 10'-8g° 2'-0�" 1 1'-10$" 3 " PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE INSURE FLOORS OF NEW ADDITION DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ALINE WITH FLOORS IN EXISTING EX.3042 EX.3042 EX.3042 EX.3042 NEW NEW NEW NEW NEW WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT HOUSE. CTR2410 Tw3046-2 TW3052 3" SM. TW3052 3' SM. TW3052 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. TEMP. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: ALL HEADERS AIiE TO BE 5 OF NE(tiyo APRIL 26, 2018 (2) OTHER SE IOUEDESS a al, 4' - 8 _ � s 8 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building �'� ���� B'�R �'r' PROJECT No: 3 " -9-" 13'-1 1- 6'-4-' 2'-6' 2'-6" 7-' 2 7'-7- 4 ' Acceptance of these drawings does not authorize the ri ht to build without the authorization o. 1031-2018 26 -1 2 14 10 14 t Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such * ?�. 11 9� DRAWN BY: agencies prior to construction. sem; ° + BDK ELINEA1 EEW NSIONS n 1 CHECKED BY: ADDITION m� �" "�' � RB HousE. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL `�F� p81Y68 c, 3U1 B1 FIRST FLOOR PLAN CODE AS ANUALLTERNDATIITH THE VE TO THE INTERNATIONAL ODBUILDING ECODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT ARO��JSIONF SHEET NUMBER: E 0 THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITHX-7Z— NOTE PROVIDE FIRE BREAKS SCALE: 1/4"= V-0" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. "` A1 01 AS PI_R THE 2015 INTERNATIONAL ���2- RESIDENTIAL CODE UPDATED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WITH THE 2016 UNIFORM DOB NUMBER: OF 4 SUPPLEMENT 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AlSIS-230) © KEHbDESIGN•ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 301 PROVIDE HURRICANE STRAPPING IN -- PROVIDE HURRICANE STRAPPING IN A / jI A ACCORDANCE WITH THE ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 47'-1 1 - 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES W 13'-118" -3" —4'-3" 3'-08" 10 -78" -8 2' residential & commercial design . consulting NOTE: VERIFY ALL DIMENSIONS TO (2)14"x 94" LVL Floor Beam INSURE FLOORS OF NEW ADDITION Suspended From the (4) Rafters � Bearing NOTE: VERIFY ALL DIMENSIONS TO ALINE WITH FLOORS IN EXISTING on Each End of the Girder. Point 21052 INSURE FLOORS OF NEW EXISTING ALINE WTH FLOORS IN EXISTING HOUSE HOUSE. P0.Box 1675 phone: (631)433-9084 3046 SM. 3046 �N Southold,New York 11971 E-Mail: ssbn654@optonline,nel (1)14"x 74' LVL HDR. 0 3z HVAC 3 " ALL HEADERS ARE TO BE ALL HEADERS ARE TO EIE ❑ This wall t0 Supply 3 Kehl Design Associates,LLC®formerly D A K Associates,LLC (2)1%a"X 9%" LVL UNLESS = o Window Seat be built (2)1/a X 9Y" LVL UNLESS ri: ;/ �/n�� rrr,,•-w- OTHERWISE NOTEDon top o f Return I � I OTHERWISE NOTED ,OWNEkSHIP & USE OF DOCUMENTS: truss y 5 (SeePage These drawings and specifications including the NOTE. VERIFY ALL DIMENSIONS A301) ideas, design and arrangements represented INSURE WALLS OF NEW ADDITION 3 7'-1 1" 3 " NOTE: VERIFY ALL DIMEIlSIONS 9 9 P INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be LINE-UP WITH WALLS IN I10USE �� m rI NEW copied, disclosed to others or used in connection 0o I M v 'a BEDROOM with any work or project other than for which 7 -2 �3,_4$„ a I they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS 2' 1"-� 12'-9g" 4'- 4$" n NOTE: PROVIDE FIRE BREAKS AS PER 3 " 18 -24 _Ln A5 PER THE 2015 INTERNATIONAL \ RESIDENTIAL CODE UPDATED NEW MASTER CD �, �, 32 3� THE 2015 INTERNATIONAL WITH THE 2016 UNTCRM - k2'-1012' RESIDENTIAL WITH THE 20116EUNIFORM UPDATED SUPPLEMENT BEDROOM SITTING 1B SUPPLEMENT AREA Posted 6B1:1 2x8 Ridge Bearing S. 2 -6' H 2x6 Rafters 16" oc. 7'-4� I 8'-8" , I 1 N T FFOR Point 1 N 6� CDX Roof Sheathing ,> ® N Architectural Fiberglass Roo36" HIGH WALL f System Felt CONSTRUCTION -°4 USE UNLESS -25'-85" ^'N '_10g" 2x8 Ridge (2)14"x9 " LVL Header � , 2668 2x6 Rafters 16" ac, CERTIFIED BY A �2 ° CDX Roof Sheathing M,a� 6 -7$ 30 Felt 3 , oo 2668 Architectural Fiberglass Roof System Posted Bearing Point 3'-2 31 Hurricane Strapping PROFESSIONAL Ln 2 This wall to be (2)14"x9z" LVL Header 2x6 Collar Tie r Tie built on top of NEW 2x4 Gable Studs 2x4 GableStuds ENGINEER 3-ply truss SO T AB (See Page A301) S NEW N MASTER Ln 10'_73" -7'-10 7 IL MASTER MN BEDROOM o ❑ `V (2)2x4 Top Plates (2)2x4 Top Plates a 18'-54" BATHROOM 0 OFFICE Hurricane Strapping Hurricane Strapping -IN 12'-64 N WORK NOTES: -N � Match Existing Fascia -� Match Existing Fascia �„ and Fascia Height i and Fascia Height 3' wide DD -10 " '-78 6" Vented Azek Beaded Soffit 6" Vented Azek Beaded Soffit Bearing 2x4 Soffit Framing 2x4 Soffit Framing Point-- 4" CDX Exterior Sheathing 4" CDX Exterior Sheathing 30# Felt 30# Felt = 21052 Hardi-Plank Siding Hordi-Plank Siding 2x4 Studs 16"oc. 2x4 Studs 16"oc. -7" -10$' 3'-114" -11 Stone Finish 2 -44 A B 3 1 301 ' " Rubber 2 Membrane Hurricane Strapping Flashing Hurricane Strapping 2x4 Shoe 2x4 ACO Shoes 14"x 74" Box Beam Mortar Base SECOND F PLAN 2x6 ACO Sill Plate 2x6 ACO Sill Plate R-21 Insulation 8"x18" Anchor Bolts PC, Slab ?"x18" Anchor Bolts A 3B1 (Max. 32"oc.) (Max. 32"oc,) SCALE: 1/4"= 1'-0" 2" PC. Slab Damp Proofing Compacted Fill Damp Proofing 7 8" PC. Foundation 8" PC. Foundation 1'-4"x 8" Cone. 1'-4"x 8" Cone. Ftg. Min. 3'-0" Ftg. Min. 3'-0" _ - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - _ - ___ _ - - - - - - - - - - � Below Final Grade Below Final Grade - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I BearingI1- - - -D L- - - Point HVAENTRANCE PORCH I I 3-Ply Truss Supply I I I I I 1 (See Truss Detail I� and I I Page A301) a Ret I Fsf N i� I N DOOR WALL ARCHWAY I "8y. _ _ 7' CEILING HEIGHT- - - a I 8 00 11 I ; DETAIL WALL DETAIL I I � 1 i t 11 PROJECT: - - - SCALE: 1/4"= 1 " SCALE: 1/4"=1 " ! L L' 7' CEDING HEIGHT ' CEILING HEIGHH11 -�- 11 I — — II K` E S I oil Job' E H %J wwo" E II I 11 I EILINGJjE1GHT L' CEILING HEIGHT�II ?B6B 1 1 1 1 I B1 I 2X6 Rafters 24"oc. 1 2z8 Ride Bearing IC-D I I B _ I 1255 HOBART ROAD ` � - - � I _8' CEILING HEIGHT nn I I I 1 11 11 1 I II HVAC 1i_ _ J SOUTHOLD, NY, 11971 PROVIDE HURRICANE STRAPPING IN _ _ _ _ - _ - I (- 2668 - - PROVIDE HURRICANE STRAPPING IN 1 I 7' CEILING HEIGHT - or 1 I 1 ACCORDANCE WITH THE SCTM ## 1000-64-2-9 ACCORDANCE WITH THE I 1 I - - - - - - - - - - Return 2668 _ J I I I UPDATED WITH IJ ERNATHE IO ANREESIDENTIAIFORM SUPPLEMENT. ELEVATION 19.1 FEET 2015 INTERNATIONAL RESIDENTIAL CODE I UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. I r IIII 25 -64" 1 1 _ — III IIIA 11 J 1 /7co I II 1 DRAWING TITLE: NOTE. VERIFY ALL DIMENSIONS TO 1 — - - - — - - - - - - J / I 1 NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION III I ALINE WITH FLOORS IN _-XISTING 1 8 11 1 I IA NE WITH OOFLOORSNN EXISTINON I I � � �- 3-Ply Truss / I1 I fll I HOUSE. HOUSE. FIRST FLOOR PLAN (See Truss Detail / II II I 11 II Pae A301) - - 1101 1 I g � - - - II 0 I 1 IIII I I ALL HEADERS ARE TO:1E ( I I(2)13/"X 9%" LVL UNLI 11 1 I IIII I ALL HEADERS ARE NL BE 3' wide DD II I I (2)13/"X 9Y" LVL UNLESS III NOTES: OTHERWISE NOTED I �C - J I "Y I OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Bearing i r✓ - - - - - —7 J I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I I Point I � — � 1 - I-- J - - - --- - - - - - - - - - - - - -JJ FRODECONDIDTIONSTHE AND DIMENSONSEXTENT AND BETHE OLEY RESCONTRACTORS FORSHALL FIELD FRT. THE IFY ALLNOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL D'MI.NSIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSURE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR INSURE WALLS OF NEW ADDITION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NOTE: PP,OVIDE FIRE BREAKS A B ROOF PLAN SEAL: DATE: AS PER " NOTE: PROASEPERE BREAKS �P� O PROJECT NO: THE 2015 INTERIlATIONAL 30 301 SCALE: 1/4 - 1-0 EOF NII APRIL 26, 2018 RESIDENTIAL CODE UPDATED THE 2015 INTERNATIONAL cbO��C O. 8q��'� WITH THE 2016 UNII ORM RESIDEGJTIAL CODE UPDATED `� �� 1031-2018 WITH THE 2016 UNIFORM * 9 ;,,I �y� DRAWN BY: SUPPLEMENT r:, A SUPPLEMENT C: � BDK �' " CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ��A 0813 ��O SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT E REPRODUCED WITHOUT �OFESSIO�P� 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 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE J- 1 Al 02 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL 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 © IEIbDESIGN•ASSOMTES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 61 nn KEHL DESIGN ASSOCIATES' iLE �c / residential & commercial design . consultingLi I III I ® / I�� �// S P0.Boz 1675 6 1 4 p one: ( 3 ( 33 9084 Southold,New York 11971 E-Mail: ssbn654@optonline,nei Kehl Design Associates,LLC o formerly D A K Associates,LLC i it/%�//, �j %', OWNERSHIP & USE OF DOCUMENTS: ,'� 2436 2436 \ These drawings and specifications including the it /� 2436 I I ideas, design afire the property of KEHLDESIGN / / S ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection I\ with any work or project other than for which N ' \ L L I they have been prepared without written consent. iL — - N - -W� AR�251 LI L�fM� JJ 1111�1J-111 I IHH I - I JJJJ 1U LU 1 IJ llLILI -- NOT FOR i L 11 LI I 77 CONSTRUCTION 21052 21052 21052 iLU21042 21042 21042 21042 3046 3046 3052 3052 3052 u LI ILI - --- __-- ----_ -- it LULL 111 ,u USE UNLESS du _ - I I_LI II I I I I I I I I I I I I I I I I I I I I I I I I L_I I I I I I I II � vv LU �I II u111 III �ll CERTIFIED BY A ! it L t 1 1 ISI 111 11 11 LI H IJ LJ LJ LJ1 W�11 11 11 1 Ill IJ IJJ 1 L PROFESSIONAL ! ENGINEER SOUTH EPRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE . 1/4" V-0" � ' ria WEST ELEVATION! SCALE. 1/4 1-0 N1102.1.2 (8402.1.2) Insulation and Fenestration Criteria WORK NOTES: The building thermal envelope shall meet the requirements of Table N1 102.1 based on the climate zone SCALE: 1/4"= V-0" specified in section N1101.7 N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTo CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENic SLAB d CRAWL ZONE U-FACTOR b LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL RNALUE SPACEc SHGC b,a R-VALUE R-VALUE I R-VALUE &DEPTH R-VALUE 4 EXCEPT MARINE 0.35 0.55 0.40 49 200813+5h 8/13 19 10/13 10,2fl 10/13 © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT For SI: = 1 foot = 304.8 mm WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF a, R—values are minimums. U—factors and SHGC are maximums. When insulation is installed in a cavity which is less KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R—value specified in the table. b. The fenestration U—factor column excludes skylights. The SHGC column applies to all glazed fenestration. Acceptance d these drawings does not authorize the right to build without the authorization EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building the SHGC for such skylights does not exceed 0.30. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ` c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the agencies prior to construction. interior of the basement wall, "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the L basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. d. R-5 shall be added to the required slab edge R—values for heated slabs. Insulation depth shall be the depth of the AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. 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. e. There are no SHGC requirements in the Marine Zone. f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1110.10 and Table N1101 .10 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) g. Or insulation sufficient to fill the framing cavity, R-19 minimum. 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PROJECT: h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) plus R-5 continuous insulation. ROTHWELL i. The second R—value applies when more than half the insulation is on the interior of the mass wall. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) E N C" E I I I. J 1 1255 HOBART ROAD SOUTHOLD, NY, 11971 LAIil LLLLU LL Ll SCTM # 1000-64-2-9 !� A� ELEVATION 19.1 FEET DRAWING TITLE: \ �\ LU ELEVATIONS uu>1 D71�jl !\ L AS NOTED III NOTES: 21052 — THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LiLLIL3046 3046LLLit DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ILiLL Ll I IWLi I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL j FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR H H UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. III -1W I-I LII �11 IL �' I lI JJI LLLLILII � SEAL: DATE: ll �L J1. P��OF NEIN y APRIL 26, 2018 1LLLL1 O,Q PROJECT NO: EX 2868 1 FO __ f- 1031-2018 O A DRAWN BY: ! 1 11 * � BDK . L21042J210421 3046 21042 21042 21042 21042 y1 IIIILIILII � U_IUIII L �1 IIII 1 Lll �"2 �•�a �" 2� RB J1IL'11 1 1 AROF0E81 � SHEET NUMBER: SSI A201 I ELEVATION %=��/rI� ORT� � LEVATIOI ® EAST DOB NUMBER: OF SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 0 ICEHbDESIGN-ASSOCIATES,uc PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE ACCORDANCE WITH THE 2015 I 2015 INTERNATIONAL RESIDENTIAL CODE fJTERNATIOfIAL RESIDENTIAL CODE UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT KEHL DESIGN ASSOCIATES c 2x8 Ridge MOTE: VERIFY ALL DIMENSIONS TO 2x8 Ridge NOTE: VERIFY ALL DIMENSIONS TO residential s, commercial design . consulting INSURE FLOORS OF NEW ADDITION 2x6 Rafters 24" oc. INSURE FLOORS OF NEW ADDITION 2x6 Rafters 24" oc. Architectural Fiberglass Roof System ALINE WITH FLOORS IN EXISTING Architectural Fiberglass Roof System ALINE WITH FLOORS IN EXISTING 30# Felt HOUSE. 1/2" CDX Roof Sheathing " CDX Roof Sheathing 30 Felt HOUSE. P0.Box 1675 phone; (631)433-9084 1/2" CDX Roof Sheathing 30# Felt 12 1/2" CDX Roof Sheathing SOuthold,NewYork 11971 E-Mail: ssbn654@optonline,net 30# Felt 12 —X3.125 2x8 Rafters 16" oc. ALL HEADERS ARE TO BE 3 2x8 Rafters 16" oc. ALL HEADERS ARE TO BE Architectural stem Fiberglass Roof S (2)13/"X 9%" LVL UNLESS Architectural Fiberglass Roof System 213/,"X 9%" LVL UNLESS �,� Kehl Design Associates,LLC®formedyDAKAssociates,LLC 9 Y 4 R-49 Insulation R-49 Insulation O / "T�% ��.. '. jJ///T/i/%� OTHERWISE NOTED Baffle System for Insulation OTHERWISE NOTED OWNERSHIP & USE OF UOCUMEMS: R-49 InsulationR-49 In ulation (1)14"x 74" LVL Header (1)14"x 74" LVL Header These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented Ledger Blocking INSURE WALLS OF NEW ADDITION I Ledger Blocking INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN R-49 Insulation -49 Insulation ASSOCIATES, LLC. Noart thereof shall be LINE-UP WITH WALLS IN HOUSE, MASTER BEDROOM LINE-UP WITH WALLS IN HOUSE. copied, disclosed to others or used in connection MASTER BEDROOM o ITTING AREA with any work or project other than for which SITTI G AREA R-21 Insul ion R-21 Insulation they have been prepared without written consent. 17'-1 14" 1'-4" NOTE: PROVIDE FIRE BREAKS -84" -6" -9" 1'-4" NOTE: PROVIDE FIRE BREAKS R-21 Insulation -�, AS PER � AS PER THE 2015 INTERNATIONAL I THE 2015 INTERNATIONAL 3„ (2)14"x 94" LVL RESIDENTIAL CODE UPDATED 4" (2)14"x 94' LVL RESIDENTIAL CODE UPDATED 4 CDX Subfloor oo CDX Subfloor Match Existing Fascia WITH THE 2016 UNIFORM Match Existing Fascia WITH THE 2016 UNIFORM and Fascia Height 1Z 1i"x 71" LVL Floor Joists @ 16"oc. SUPPLEMENT and Fasc a Height 13'X 71" LVL Floor Joists SUPPLEMENT 6" Vented Azek Beaded Soffit 6" Vented Azek Beaded Soffit L NOT FOR 2x4 Soffit Framing R-21 Insulation R-21 Insulation 2x4 Soffit Framing R-19 Insulation R-19 Insulation (2)2x4 Top Plates (2)2x4 Top Plates CONSTRUCTION 2x4 Studs 16"oc. 2x4 Studs 16"oc. 4" CDX Exterior Sheathing 4" CEX Exterior Sheathing----/ USE UNLESS EX. BEDROOM OO EX. KITCHEN EX. BEDROOM EX. DINING ROOM Existing Insulation Existing Insulation CERTIFIED BY i4, 30## Felt 30# Felt D Hardi-Plank Siding Fr�-di-Plank Siding R-19 Insulation PROFESSIONAL 2x4 Shoe 2x4 Shoe ENGINEER 2x8 Box Beam 2x8 Floor Joists @ 1 6"oc. I 2x8 Floor Joists @ 1 6"oc. 2x8 Box Beam 2x8 Floor Joists @ 16" 2x8 Floor Joists @ 1 6'oc. 13"X 73" LVL Floor Joists Sistered to Slstered with 14"x74" LVL @ 16"oc• 2X8 ACO Sill 14"X 74 LVL Floor Joists Si Sistered with 14x74 LVL @ 16"oc. 2X8 ACC, Sill 4 4 Existing Floor Joists @ 32" oc. R-19 Insulation Existing Floor Joists @ 3 ' 2x4 Top Plate 2x4 Top Plate 2x4 Top Plate R-19 Insulation 8"x8"06" Tile Foundation 8"x8"x16" Tile Foundation 2x4 Top Plate 2x4 Studs 1 6"oc. 2x4 Studs 2x4 Studs 16'oc. 2x4 Studs 16"oc. Damp Proofing 2x6 Studs 16"cc. 2x6 Studs EX. BASEMENT Damp Proofing oc.� EX. BASEMENT WORK NOTES: 2X6 DF. Shoe 2X6 DF. Shoe 2X4 DF. Shoe 2X4 DF. Shoe 2X4 DF. Shoe 2X6 ACO Shoe 2X6 ACQ Shoe 2X6 ACO Shoe 2X6 ACQ Shoe 2X6 ACQ Shoe2X4 DF. Shoe 2X6 ACQ Shoe Existing Footing Existing Footing (Min. 3'-0" Below (Min. 3'-0" Below Final Grade) Final Grade) CROSS SECTION CROSS SECTION B SCALE: 1/4"= 1'-0" 301 SCALE: 1/4"= 1'-0" 301 2x10 Ridge 2x8 Rafters 16" oc. Z" CDX Roof Sheathing 30# Felt " Galy. Carriage Bolts Architectural Fiberglass Roof System 12 R-49 Insulation XX3.875 3-Ply Truss 4.51E / /,\ PROJECT: \ G Iv. Carriage Bolts K 11 (1)14"x 74" LVL Header _ _ _ _/� 8 Cern Joist 16' oc. 2" Galy. Carriage Bolts " Galy. Carriage BoltsR%'o"0" T H W1 \ 2x8 Rafter Nailer E L L \ R-49 Insulation / \ 2x8 Rafters 16" oc. ge�" Galy. Carriage Bolts r• Galy. Carriage BoltsI Ou"' E Ift N! C E 32 \\\ CDX Roof Sheathing T -1 I -1 3,_64„ / \ III JL- II III I- -JL_ _I I o \ R-21 Insulation 30# Felt 2" Galv. Carriage Bolts „ g Galv. Carriage Bolts IIII --11 1I ' i - 1L -�I IIII / \ \ 1255 HOBART ROAD II IIIlil II III / I \ \ Architectural Fiberglass Roof System IIII T CD - - -� I -- III21D52 NEW \ \ SOUTHOLD, NY, 11971 25'-63" / NEW MASTER I11 II 3046 III IIII 3046 II / MASTER BEDROOM\\\ Trusses 2x4 Shoe IIII LL=Lam__ _� III BATHROOMOFFICE \\ 13 r SCTM # 1000-64-2-9 / 4" CDX Subfloor \\ Galv. Carriage Bolts '" Gal v. Carriage Bolts 9 ELEVATION 19.1 FEET 9 9 Galv. Carria e Bolts 1 "x 7-" LVL Joists @ I Match Existing Fascia & r 14"x 74" LVL Floor 6" Vented Azek Beaded Soffit - �" DRAWING TITLE: R-49 Insulation ,> z Galy. Carriage Bolts (4)2x4 Studs I I Joists @ 16"oc. 2x4 So-fit Framing (3)14 x 5Z" LVL Vertical Support 3 R-21 Insulation 14"x 9"" LVL Header (2)2x4 Top Plates and Diagonal Support 6 (3)14"x 57" LVL rn Vertical Support 14"x 74" LVL Floor 54"x 20" LVL Flush Bm. 2x4 Studs 16"oc. and Diagonal Support ELEVATIONS R-21 Insulation 3„ Galy. Carriage Bolts 4 CDX Exterior Sheathing AS NOTED EX BEDROOM EX. BED OOM EX, BATHROOM, EX. I I EX. BEDROOM NEW SUNROOM CL. I I Hurricane Strapping 4x4 Doug Fir Post I I Hurricane Strapping 14"x 74" LVL Floor 30# Felt NOTES: 2x6 Well Under CenterGirder "x12" Anchor Bolt Joists @ 16"oc. Hardi-Plank Siding THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE (4)2x6 Stud I 2x8 ACQ Plate 4" CDX Subfloor 2x4 Shce DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Au 14"x 74" LVL Box Beam PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 2X6 ACQ Sill 3-PLY TRUSS DETAIL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FlELD FIT THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR -ITUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TT t 8" PC. Foundation FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 3 -101„ 8"x8"x16" R-21 Insulation Damp Proofing SCALE: 1/4"_ 1-0" 2'-6 " Conc. Pier 2” PC. Slab SEAL: DATE: -4 -4 2x6 Studs 16"oc. F NE -4 -4 -4 -4 -4 4 -4 -4 -4 -4 •_4 2'-0�2'-0" 1'-4"x 8" Conc. �P� �O� APRIL : 2018 '� -( O. Bq �- PROJECT N0: x1'-0" Ftg. ,,in, 3'-0" x6 Stud 16' c. Conc. Footing Below Final Grade ��� 9� 1031-201 * DRAWN BY: 2W CHECKED BY: tee. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 4 081868 �� RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. A)'OFESSIONP� SHEET 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 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 A301 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE CROSS SECTION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. /0/l`Z/r? 66� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 30 DOB NUMBER: OF SCALE: 1/4"= 1'-0" 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 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 ® KEIIItDESIGN•ASSOCIATPS,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.