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Home My WebLink About49368-Z ��o\pS�fFOI�IpGy Town of Southold 8/16/2023 4 P.O.Box 1179 h x 53095 Main Rd oy�o ao� Southold,,New York 11971 CERTIFICATE OF OCCUPANCY No: 44440 Date: 8/16/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 965 Pike St,Mattituck SCTM#: 473889 Sec/Block/Lot: 140.-2-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 49368 dated 6/13/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including;sunroom,to existing single family dwelling as applied for. The certificate is issued to Eschbacher,Thomas&Anjuli of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45567&49368 6/23/21 & 8/1/23 PLUMBERS CERTIFICATION DATED 0 A th iz ignature TOWN OF SOUTHOLD Sao BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy • 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#: 49368 Date: 6/13/2023 Permission is hereby granted to: Eschbacher, Thomas 965 Pike St Mattituck, NY 11952 To: constuct alterations to existing single-family dwelling as applied for. Replaces BP 45567 At premises located at: 965 Pike St, Mattituck SCTM #473889 Sec/Block/Lot# 140.-2-25 Pursuant to application dated 6/13/2023 and approved by the Building Inspector. To expire on 12/12/2024. Fees: PERMIT RENEWAL $184.00 Total: $184.00 Building Inspector o�guFFut` TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45567 Date: 12/14/2020 Permission is hereby granted to: Apuzzo, Dante 203 Huntington St Brooklyn, NY 11231 To: constuct alterations to existing single-family dwelling as applied for. At premises located at: 965 Pike St., Mattituck SCTM # 473889 Sec/Block/Lot# 140.-2-25 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 6/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $318.00 CO -ALTERATION TO DWELLING $50.00 Total: $368.00 ui in pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1- Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the,applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$Z5 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 20 New Construction: Old or Pre-existing Building: (check one) Location of Property: Q 6 ` le_ S i CCi 1 , � lel Ait House No. Street Hamlet Owner or Owners of Property: 1 Wo M pt.S E {I— - - Suffolk County Tax Map No 1000, Section /YO Block ®2. Lot 21 Subdivision NA Filed Map_ )k/4- Lot: NA Permit No. Date of Permit. Applicant: F-jT Q, lCj L Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ cant Signature OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(.3-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Eschbacher Address: 965 Pike St city:Mattituck st: NY zip: 11952 Building Permit#: 45567 Section: 140 Block: 2 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Wilcens ki Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures 11 Pump Other Equipment: 42 Circuit Panel - 29 Used Notes: AS BUILT NO VISUAL DEFECTS " Front Porch Wiring and New Service Inspector Signature: ��— � Date: June 23, 2021 S. Devlin-Cert Electrical Compliance Form.xls oF so�Tyol Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh(D-southoldtownny.gov Southold,NY 11971-0959 COUn�`` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Eschbacher Address: 965 Pike Street city:Mattituck st: New York zip: 11952 Building Permit#: 49368 Section: 140 Block: 2 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Homeowner Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge,1 oven, 1 dishwasher 2 240 volt ac condensors, 2 120v air handlers, 1 120v condensation pump Notes: KITCHEN RENO / RENTAL Inspector Signature: Date: August 1, 2023 965 pike st stiff 0(xBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex,- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 JIV. Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerlD-southoldtownny.gov — seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: G • • 21 Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMAT ON (All Information Required) Name: 2 0 Address: C, Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTIONOFWORK, INCLUDE SQUAR (Please Print C ear evytcct� AAq V 01y, Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A , # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION , 8 • 2 �� -� PERMIT P Address: Switches Outlets I GFI's Surface Sconces H H's UC Us ` Fans Fridge HW Exhaust Oven W/D Smokes DW ; Mini Carbon Micro Generator ombo Cooktop Transfer 4C I AH Hood Service Amps uHa/vee� Usec ,pecial: Zz lL/ �` 1 :omments �Vv I 21f,4 1� r pF SOUlyO� * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH .PL13G. [ ] FOUNDATION'2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: @�Mjn&n t^ &,o� !KA o>owAA ,, -ogx4v�cl �Vfk(#D 1V'\ -- eh , kw Sawic-41. �v%u. CkmDATE 320 INSPECTOR 1 y5.5 �n Tv�3.j- �o�OF 50UTo� L4 5-56 � tY�'\ 4 / * # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ourme�' 765-1802 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: DATE INSPECTOR 0FSo0TyOlo —7 (f-f (57 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: Mbs4_ &MAI (Zl\ /1"c/lo'/-/ / e k to /-v Af r � al , Au / . 1 : ¢ (2c, ol ne, tp/�,, /I n In ;�t�a a,I )0f LyL�_C DATE INSPECTOR pF SOUty�� f TOWN OF S�UTHOLD BUILDING DEPT. �ycoum, 631-765-1802 q � -3tA INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c,45, � A�o � r DATE INSPECTOR o�a0FSoUT,yO TR # # TOWN OF SOUTHOLD BUILDING DEPT. Co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ j 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 [ ] RENTAL REMARKS: + N. DATE �" a3 INSPECTOR 5t- pf SOGT # TOWN OF SOUTHOLD BUILDING DEPT. cou . 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE u ��J INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: December 16, 2020 To: Town of Southold Building Dept. Re: Foundation Inspection Eschbacher 965 Pike St. Mattituck,NY 11952 Permit#45567 To Whom It May Concern: A Foundation inspection was performed on the above mentioned property, and the foundation was installed as per plan and meets all State and Local codes. Any questions feel free to call. OF NFA incerely, DS6F �0 0kP r ��; * es J Deerkoski P.E. LU2 ROSSIO JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: December 30, 2020 To: Town of Southold Building Dept. Re: Framing Inspection Eschbacher 965 Pike St. Mattituck,NY 11952 Permit#45567 To Whom It May Concern: A Framing inspection was performed on the above mentioned property, and the framing was installed as per plan and meets all State and Local codes. Any questions feel free to call. OF NEFk, in erely, Jam s Deerkoski P.E. rn LU �A °?z �p�SS10 .5 -_2) � T Mg9EL NO./ !�JDELE No RA1318AJINA MFD./FAB 11/2020 OUTDOOR USE/ SERIAL NO./ No DE SERIF W472059873 UTILISATION EN EXTRIEURE PRESSEUR 9042 COMPRESSOR CODE / CODES DE COPHASE. HERTZ 60 VOLTS 208/230 L.R.A. 48 COMPRESSGR/ COMPRESSEUR R.L.A. 9.7/9.7 OU'DOOR FAN MOTOR/ F.L.A. 0.7 H P. I/8 MOTEUR VENTIL. EXT. A MIN. SUPPLY CIRCUIT AMPACITY/ 13/13 COURANT ADMISSABLE D'ALIM. MIN. 20/20 A MAX. FUSE OR CKT. BKR. SIZE*/ MAX. DE FUSIBLE/DISJ* CAL. BRK. SIZE*/ 20120 A MIR. FUSE OR CKT• CAL. MIN. DE FUSIBLE/DISJ* DESIGN PRESSURE HIGH/ 450 PSIG/3102 kPa PRESSION NpNIINALE HAUTE PSIG/1123 kPa DESIGN PRESSURE LOW/ 250 R410A PRESSION NOMINALE BASSE FACTORY CHARGE/ 54 oz/15319 R410A OUTDOOR UNITS ,UNITES EXTERIEUR CHARGE USINE D Wp 'UO IfEM CHARGE/ � TOTAL SYS SYSTEME ACCESS PANEL ! ptr`E, CHARGE TOTS[EINp RUCTIONS INSIDE R1EUR DU PANttEAU �+ = fir;' ~ 1IONS A L'INTE Q.',1 VOIR SIS CHARGE INSIRUC Asstm'"L SALES COMPANN'S t� RHEEMSMIIH. ARKANSA- �•�EST „�xtu, F OR ` ppON161TED 1M SOUIILA51 AND t yK4 IN51AL U.S.". �� ga-z rr •NACR INF U FfERENiIEI OI�ON. ,err �� 4ow 1 e at • � • ! • FOUNDATION(Zi �a ROUGH1 1PLUMBING \ 1 • I�1 B3 G g 15 9. e 1 c T®VST OF SOJTH©LD BUILD IN PERMT APPLICATI®N CHECKLIST �� Do you have or need the followin TOVtT\T HALL L g,before applying? S(DUTHOLD,1?T 11971 Board of Health TEL: (631)765-1802 4 sets of Building Plans PAX: (631)765-9502 ` / Planning Board approval Southoldtownlm . ov Suryey `y PI✓I �I�TQ►. L Check Septic Form N.Y.S.D.E.C. Trustees �p C.O.Application Examined _20G Flood Permit Single 8-,Separate Truss Identification Form Storm-Water Assessment Form r i. l Approved 6 2 Q F C - 1 2020 Contact: Disapproved a/c mailto- �Fi-It_ D (4/.( �} L L a {u li.i.7 v T JfJ1 .i 0 [ri I1 L Phone. 3i_cfY�,3__(��pg4{ Expiration 20 Bui Inspector APPLICATION FOR BUILDLNG PERMT Date I��T1��TCTIIm1�TS 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 schedl b.PIot plan showing location of lot and of be. areas,and waterways. uildinugs on premises,relationship to adjoining premises or public streets or 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 aermit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in art for an P issues a Certificate of Occupancy. P Y Purpose what so ever until the Building Inspector f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date issuance or has not been completed within IS months from such date.Ifno zoning amendments or other re ulatioof property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the ns affecting addition six months.Thereafter,a new permit shall be required. g nsitfor an the APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building pe P for an Building Zone Ordinance ofthe Town of Southold,Suffolk County,New York,and other applicable Laws O Regulations,for the construction of buildings, g nit Pursuant to the applicant agrees to comply with all In es applicable laws,ordinances,building code,housiterations or for removalng cod ti as herein described.The authorized inspectors on premises and in building for necessaryg d regulations,and to admit inspections �cJ ature of applicant or name,if a corporation) State whether applicant is owner,lessee {Mailing address of applicant) rl lz Q-F Pp , gen chitect,engineer,general contractor, electrician Plumber tuber or builder Name of owner of premises 1 u CSC N g,9c If applics i orporation, signs re of duly authorized n f h e�"roll Iatest deed) /J IJP �� de and title of corporate officer) Builders License No. NJD Plumbers License No. Electricians License No. AL 1 Other Trade's License NO. ,t� T( � I. Location of land on which proposed work will be done: `�Cfi House Number Street Hamlet County Tax Map No. 1000 Section /L[0 Block O Lot ? Subdivision A1il Filed Map No. N Lot - NA 2. State existing use and occupancy of premises and intended use and occupancy ofproposed construction: a. Existing use and occupancy -RESI p,ENr to L ZS/64-LF- FAMiW b. Intended use and occupancyES 3. Nature of work(check which applicable):New Building Addition Alteration x _ Repair XC Removal Demolition Other Work 4. Estimated Cost js7 IL Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units J\JA Number of dwelling units on each floor N A If garage, number of cars NA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any:Front 364)" Rear 36 Oar Depth 413 Height 09 L y" Number of Stories 2- Dimensions of same structure with alterations or additions: Front 9Q,' C" Rear Depth 9-3` Height q`y" Number of Stories S. Dimensions of entire new construction:Front Nl A Rear N4 Depth NA Height MA Number of Stories_ JCA. 9. Size of lot: Front Z- Rear r Z' Depth /35 10.Date of Purchase 20 Name of Former Owner FroyE KEL E ug 11.Zone or use district in which premises are situated l` 'qI—) iy clC SC-4400L a oS� 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO >e- 13. C13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X Ai\a,Y,A V--F%NIAs 14.Names of Owner of premises Address t,s AKr'Sit.. '��'hone No. 2 01-'9 Z I-J%o Name of Architect KEuL ISU4k1 A-SScj( SL(_ Address Z�s �,Sr�IiN� �l Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO A IF YES,SOUTHOLD TOWN TRUSTEES a D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO_)I, 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 properly is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SuFF�i ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,P, e�t,�Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his Imowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. SwornY to before me this day of 20-2-0 V TRACF(L. DWYER OT RY PI 1P! TE OF NEW YO ita�ryblic ',0.OIDW6306900 Si ature of Applicant ('-,;",HED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30 a f• Y wf• I ;I Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, ,T�orlkj Eft l,�5 it, residing at �16)r Pike (Print property owner's name) (Mailing Address) 1 S f do hereby authorize Rird+ kel,f (Agent) to apply on my behalf to the Southold Building Department. ?J(-112-0 (Owner's Signature) (Date) EIe-� Rlf(2rnintwner's Name) I b.� At �a f' r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 i Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny.gov seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 001 0 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly)- Square Footage: Circle All That Apply: Is job ready for'inspection?- ❑ YES ❑ NO, ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service Sizer-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[—]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame D Pole Work done on Service?' Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT H Address: Switches , I, Outlets ` l G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: n '/ 1� Comments lab Ver ! !avJ do af�'o a Co�d��s�r5 a 44 d Vq,-Oza S�Ffpj� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Ca a Town Hall Annex - 54375 Main Road - PO Box 1179 ^* Southold, New York 11971-0959 0-- Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand[@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Q Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: 140 Block: 2 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I hsWJ IF Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT H Address: Switches p2 Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven 1 W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer �\C AH Hood Service Amps Have Usec )pecial: -onments 3, - - BUILDING DEPARTMENT-Electrical:`1rOLL V 'V_ TOWN OF SOUTHOLD 0 Bo�LIN 79 7 2021 5 %T\ Town Hall Annex4375 Main Road - P Southold, New York 11971-0959 Telephone (631 ) 765-1802 - FAX (631) 76,"5021"4 A esoutholdtowIC' se rldta5southbldto�vrtny:_ APpC,JGAT10N FOR ELECTRICAL INSPECTION .ELECTRICIAN INFORMATION (All 1hformafion Required) Date: cr,to,S t( I (C_—1-/ 1.-Wt �'O'-14XCA L-" L_ ::Z C Company Name: Name: License No.: y7 2_3- m >r email: Compliance e'!No: request an email copy of Certificate of Phone 6 1 -7_1 & V URV r Address.: 13,4.A- 3 19 E0,� JOB SITE INFORMATION (An informagon Required) Name: C S C"t, b Ct C' 1, t_e'- - A Y)ul 2d Address: S _ P, )6,_ _SAr-A_-r 'h4 I Cross Street: Phone No.: email: Bldg.Perrriit#: LTax Map District:trict: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4A,^ i r i &-i Check All That APPIY: Is job ready for inspection?: [ZYES ONO []Rough In []Final D I o you need a Temp Certificate?: E]YES ONO Issued On IMAM Tornp Inforffi4ition: (All information required) - I Old Meter# ]3 Ph Size 7-0,0 A #Meters S�rvice Size C91 Ph F ' []Underground Overhead ❑Service Reconnect New Service #'Unde Laterals frame..]pole Work done on Service? 0Y F]NI , Mh Additional fm kif "' ation: x. PAYMENT DUE WITH APPLICATION CP Electrical lnsPelliWn Form 2020AU PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's I UC Lts Fans I Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments: L �g�FFOI,�C BUILDING DEPARTMENT-Electrical Inspector < TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 o4-4 �ap�� Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # Date (0/2 2021 Customer Name v`Z ZO Electrician Name � WI Address Q,14 ✓cT PhoneMA e-mail e-mail Phone License# ?2-3 Al IC� Size A© A Phase Overhead_\),6 Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fr m the date above. Authorized by ------ �rb 65 -Electrical ns�4cthi - WILDING DEPARTMENT TOWN OF SOUTHOLD _Ip Pd Eio�UM 79 7 2021 Dj\ Town Hall Annex-54375 Main Road Southold, New York 11971-0959 �4 2 ham. Te p FAX (631) 765-Q502-, _'O le hone (631) 765-1802 I-Al -id sea i --c 0V Zg1oveand@south'dldt6W My.L_ APPL'I'CATION FOR ELECTRICAL INSPECTION_ ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:- -e" .DCz,,t116'_C W�kenVSV_l Name: License No.: y-7 2,7- m j5 email: m I ggb ecP r-*. Phone'No: 6:3 1_z3 C. 6-714 jrequest an email copy of Certificate of Compliance Address.: 13,s� 315 19 -7 JOB SITE INFORMATION (All Information Required) Name: E. S C.'t, b Ct c L, .,)2 t-A Address: C/ S P, j S ht Cross Street: Phone No.: Bldg.Permit#: 1415:5 7 email: Tax map District: 1000 Section: Block: Lot: DESCRIPTION OF WORK(Pleas Print Clearly) CX_ 6A ,4,C-C_ BRIEF DESCR e L-Ji ri Li AZ Check All That Apply: la job ready for inspection?: 51YES ONO []Rough In (]Final Do you need a Temp Certificate?: ®YES ONO Issued On fmdM 6-9-24 Temp Informition: (All informition required) Service Size MI Ph []3 Ph Size: Z2.� A #Meters Old Meter# New Service ❑Service Reconnect Underground r"overhead Frame Opole Work done on Service? ZY [:]NJ W"Underground!;Laterals []H, Additional information: PAYMENT DUE WITH APPLICATION <g CP C� Electrical lnspe� on Form 2020.xisx Scott A. Russell a°SUFM,,Ir STO]KI��] WAT]E K SUPERVISORJ � � z AMMAN A. G IENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 WO 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF ')('HE FOLLOWING: 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. El ESI 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. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑�C E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. [:]IS 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 esign Professional' gent,Contractor,Other) S.C.T.M. #: 1000 Date N. Kew— NAME: 1�Z0T1 1�. Kew L7© pq jt$� j1-00-0 3 e Section Block Lot FOR BUILDING DEPARTIN'IENT USE ONLY Contact Information 631-133-qW4 .Tdcpeonc Pmnoe.i Reviewed By: Property Address/ Location of Construction Work: _ _ _ _ _ _ _ _ Date: � ❑ Approved for processing Building Permit. / `6S Pl KE SIS/ Stormwater]Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM = SMCP-TOS MAY 2014 Town Hall Annex : -s:r • Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 t BUILMNG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANIS/OR TIMBER CONSTRUCTION Date: Owner: 700mas Location of Property: P L i j / .� i j tic- , //Is C_ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X 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) f Signature: Name (person submitting this form): ;T Capacity(check applicable line): Owner (/t _ Owner representative TrussReg15.docx Effective 1/1/2015 Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation(Single SheeQ CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the S� day of September, in the year 2020 BETWEEN Dante Apuzzo and Margherita Bonanno 120 Midwood Street Brooklyn,New York 11225-5010 party of the first part,and Thomas Stephen Eschbacher and Anjuli Eschbacher .4,s 613 Baltic Street,Apt.4C,Brooklyn,NY 11217 Party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars($10.00)and other valuable consideration dollars paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the parry of the second part forever, ALL that certain plot,piece or parcel of land, with the buildings and improvements thereon erected,situate, lying and being in the See legal description attached hereto and made a part hereof Being and intended to be the premises granted to the party of the first part by deed dated 10/18/2016 and recorded 11/18/2016 in the office of the clerk of Suffolk County in Liber.12888 Page 576 TOGETHER with ail .right; title and interest, if any, of the party of the first part in and to any streets and roads abutting the.above described premises to.the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns ofthe party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the,first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. 1N WITNESS WHEREOF,the parry of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: D to Apuz Margherits Bonanno ............ ---- -......_. ._...-.....— { R �ETY NATIOAL TITLE INSURANCE COMPANY TITLE NO. 7404-008609 $ SCHEDULE A-1 (Description of the'Land ^`l=or Tax Map ID(s): 1000.140.00-02.00-026.000 ALL that certain plot,.piece.or parcel of land, situate, lying and being in the Town of Southold, at Mattituck, County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at a monument on the Northerly line of Pike Street, distant 65:04 feet Westerly from the corner formed by the s intersection of the Northerly line Of-Pike Street with the Westerly tine of Wickham Avenue; RUNNING THENCE South 84 degrees 25 minutes 00 seconds West along the Northerly line of Pike Street, 82.00 feet to an iron pipe at the'Southeastarly corner of land now or formerly of Margaret L, Paasch; THENCE North P3 degrees 46,minutes.10 seconds West, along said last mentioned land, 135.00 feet to a monument; Ti tEiJGE North 84 degrees 24 minutes 30 seconds East, along land-now-or formerly of-Cornelius Whalen,•82:00-feet; THENCE South now or fordegrees 46 minutes.10 Partly along land nseconds East, partly along said land now or formerly of Cornelius Whalen and Place of BEGINNING. merly of.Barbara A. Tuthill, 135.00 feet to the Northerly fine of Pike Street and to the point or THE POLICY TO la ISSUED under ,this commitment will insure the title to such buildings and improvements Premises which by law constitute real property. P nts on the FOR CONVEYANCING: ONLY: Together with all the right, title and interest of the party of the first part, of in and to.the.- . land lying in the street in front of and adjoining said premises. END OF SCHEDULE A I I Commilmenl for TulaInsurance Schedule A-1 Description 0 NY-FT-F RVH.01030.431004-SPS-1-20-7404-0086092 ,NOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE tate bfVew York,County of Suffolk,ss: State of New York,County of ss: On the 5 day of September in the year 2020, before me, the On the day of in the year , before me, the undersigned,personally appeared Dante Apuzzo and Margherita undersigned, personally appeared personally known to Bonanno,personally known to me or proved to me on the basis me or proved to me on the basis of satisfactory evidence to be Of satisfactory evidence to be the individual(s)whose name(s)is the individual(s)whose name(s)is(are)subscribed to the within \ '� (are) subscribed to the within instrument and acknowledged to instrument and acknowledged to me that he/she/they executed me that he/she/they executed the same in his/her/their the same in his/her/their capacity(ies), and that by his/her/their capacity(ies), and that by his/her/their signature(s) on the signature(s) on the instrument, the individual(s), or the person instrument,the individual(s),or the person upon behalf of which upon behalf of which the individual(s) acted, executed the the individual(s)naence h ' strum nt. instrument. NOTARY PUBLIC NOTARY PUBLIC NICOLE APUTZO FILANNINO .Notary Public,State of New York No.02FIS021975 Qualified in Westchester County. Commission Expires 12127 ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK , TAKEN IN NEW YORK STATE STATE 4: State of New York,County of ss: State of County of ss: 3'' On the day of in the year ,before me, the On the day of in the year before me, ^ undersigned,g , a Notary Public in and for said State, personally ,the undersigned personally appeared personally known to t•. appeared the subscribing. witnessto the foregoing me or proved to me on the basis of satisfactory evidence to be instrument, with whom I am personally acquainted,who,being the individual(s)whose name(s)is(are)subscribed to the within by me duly sworn,did depose and say that he/she/they reside(s) instrument,and acknowledged to me that he/she/they executed 1 in (if the place of residence is in.a city,include the street, the same in his/her/their capacity(ies), that by his%her/their and street number if any,thereof);that helshelthey,know(s) signature(s) on the instrument, the individuals) or the person to be the individual described in and who executed the upon behalf of which the in acted, executed the foregoing instrument;that said subscribing witness was present instrument, and that such individual make such appearance and saw said execute the same;,and that,said witness at before the undersigned in the (add the city or political the same time subscribed his/her/their name(s) as a witness subdivision and the state or country or other place the thereto, acknowledgement was taken). NOTARY PUBLIC NOTARY PUBLIC t'- Bargain CX& Sale Deed COUNTY;Suffolk With Covenants TOWNICITY:Manituck PROPERTY ADDRESS:965 Pike Street SECTION:140.00 TO BLOCK:02.00 LOT:025.000 Title No. RETURN BY MAIL TO: DISTRIBUTED BY JUDICIAL TITLE T.800-281-TITLE F:800-FAX-939E w ► t Q C OLSEN & OLSEN, L.L.P. CLOSING FINANCIAL STATEMENT Adjustments As of 9/10/20 TITLE NO. 7404-008609 Fidelity FILE OR LOAN NO, 11512 PREMISES -965 Pike Street, Mattituck (Apuzzo to Eschbacher) CLOSED 9/10/20 at office of Olsen & Olsen LLP THE FOLLOWING PERSONS WERE PRESENT: David Worthington Olsen, Esq.; Noreen Donovan; Anjuli Eschbacher and Thomas Stephen Eschbacher Title Company Closer: Rob DeFrese ITEMS - CREDIT TO BUYER CREDIT TO SELLER PURCHASE PRICE 614,000.00 PAID ON ACCOUNT OF PURCHASE PRICE "_`-61,400.00 ' ---------'------ -------------------------- 1st MORTGAGE BALANCE ----------------- ------------------------- Interest ---------------------Interest at. % From PURCHASE MONEY MORTGAGE' ------------------------- j Y INSURANCE APPORTIONED (SEE SCHEDULE) TAXES $16.07 ;x 82 days (9/10 — 11/30) -------]� 17_74------- WATER ------------------- i PROPANE -------- • r2.r t.I FUEL ---`----- •., RENTS (SEE SCHEDULE) ------------------------ ---- ------------------- 500.00 PROPERTY CONDITION DISCLOSURE CREDIT ------------------------ �- TOTAL CREDIT TO SELLER t TOTAL CREDIT TO"BUYER BALANCE DUE SELLER s-------553,.417.74 ' ---------------- DISHfTRSEMENTS BY PURCHASER PURCHASE PRICE PAID AS FOLLOWS t ByCash------------------------�--- , . ByCheck________________________ See Closing Disclosure for - .Mortgage._Prnceeda-__-.391,.162,60 bank charges _ Titl'er tit e charges w_ Lor AREA - 11,066 SO, n. NOW OR FORMERLY-- CORNELIUS' WHALEN FD 0.ss N 84'24'30";F 82.00' MON FD TC. 2'N y0I' 19'NI P)PE {.9 N 11.9 9pT FC b,1 w 1.0'6 ) X F 0.3•E R gqtw p gar 6 ' 1 z 16.4' rC••1 N O O e (>. 70 to X31 O ;2 • � 0 7F I � � � Q � • I MCI 6IO10 t � "Ito 11 11.7.1 6 a w 1 o=1E\-I-27 7--`°r 2�6 4' 1 rw2' orrEtc --173' 4 r^ I li 30.4- a 0.4' end porch W F 29.6' j' I • I 85.04 Ft I 4�- ori S $4'26'00"W 82.00' mom Flk PIKE STREET Dd GI7t18tOR ONR4gnf)@I�rtR[o'r Illw.Dd ti1wtGIM(3 t0 Ua . latt _'� SrtNitO�Nm D�ttu IM"�) J08 No. 16-205 FILE No 986 F YIIRa1C 10 C/aC 111L IWPCOI OI IOIiL&MAICIO ICtLf,_/OOtL./AMT, /uaiY+o alas AODiMII to OJtOM:of ANY oaaa.oRemNlcMn SURVEYED FOR ESTATE OF FAYE KELLEHER UNtIC11ON>m At11iNO0N to ICOTgI/0 DCS AIPiY K A W11ADnd C<tACOCN 7m OF um taw mat wr savo=m&w. tAC1tIICiLS 07Cdt{D M/lW Jt41•AI.OtitT TC M1/6tf41 ITA c1Mu tN( WnLY K•FitglYct0.'!+4 ev 16 mutt Io nd hilt ONrww tOtaell;u+nt SITUATED AT MATfITUCK ICRCt IPD lODab Y$I1T.11pN,1b1(p;liftCCN,Il9 f0 111E AS9?eCC EI INt Ibaao CaD111OM•LICANjtfS IFC 1+01 IRIM./Ct11{41'M uNnldUt wSArylNN9 TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y M Ct10>mmR CMMOIC. COM/t DK VAM row IqT iARnC Tu[UA,p VOMM"MW Wx ON SCALE 1" = 30' DATE 8-21-2016 C40M ML 9OLL COT U MOMM 10 O A YAW MIt7 COM - — FILED MAP No. DATE CERTIF?ED ONLY TO: TAX MAP No.(REF ONLY) 1000-too-2-26 DISK 2016 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O.60X 616 F -r.--- . '1866 WADING RNER—MANOR RD.WADING RIVFR. NEW YORK. 11792 HAROLD F. iRANCIIOi:.14?, SIR• ,,;.No.21$5—E 631-929-4695 LOT AREA 11.066 SO. FT- 20-144 . . : NOW OR FORMERLY CORNELIUS WHALEN or 82.00' 3;s 84 24 30 E 2.2-N 90r 1.9'N FC1. hedge row FC 0.9'W 11.9 9ar 0.8'S 1.0 S 0.5'E N_ v fr o0 gar v, Oar ^' (J) O z 3'4,E 16.4' FC h 0 Z o a ron 0.4'E 0CAO o 50 O a ;u 4%. g I O O m K O l :7 f*1 t f*1 s I walls slate , patio o 0 I 1 K O D 11.7' 1 stOL — y Ld m50 O D FCS ce 2 STY o � 0.2E 2 7.7' FR 6.4' A D Lij 6.2' DWELL � V.3' D r v_ 30.4' encl. porch o �''� C 01 29.6' 0!27W 0.2 W O _ .• q I V � V b G O a 85.04' 03YN 0.5•w S 84'26'00"W 82.00' PIKE STREET eRM�mara ffara" /So aRcom"rR ar SNOW s WV, IM SOW AN WX aIMWIRID 7-6-2020 UPDATED SURVEY %a m ppa so man"" Now 0111 IN t+woll wt awu�nallet � nw ��alAK A r1aMm AIM IML *as 04000K AAa: .taA irl or Ieaft laws** "W& mss„ omm JOB No. 16-205 FILLS No. 986 F 71r ai0f/ so Am mom ammo cha . 00 aua►e+r M A MafMabll Or fiC7ION YE SURVED FOR ANJUU jc THOMAS STEPHEN ESCHBACHER MSM /MOM M Aa�aaiall tp 7a1� aI tAR .aar SMR RA>[ sm=umtm aialM�Iaalaar awa. M tsar a w�a Pw Fm emu Im • M do .I. 0*W a vW mW aalr+W. a 0..WW L SITUATED AT MATTITUCK Aad 80081000 � HNFAINk AM TO ws Aarnaaal er we m 'm " � samem"m memoir at Immommow Q 41sm TOWN OF SOUTHOLD, SUFFOLK COUNTY. N.Y y 4WM a 00 NOW M AM •aM 49 MIS wWItWT 0w anal an 30' DAM 15-21-2016 Aad A" 00" AW t SNOW= W W A WW MR OW FILED MAP No. OA�E CCR1*7FD ONLY TO: TAX MAP No. 1000-140-2-25 DkSK 20td A"AJ & ""OS STEPHEN ESC HBAC'NER FIDWTY N4770AW TME iNSURAWE COMPANY HAROLD F. T RAW,""% JR. P .C. WFLLS FARW HAW NA LAND SURV"OR on any a Wa Generated by REScheck-Web Software Compliance Certificate Project Eschbacher Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 225 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 965 Pike Street Thomas Eschbacher BrettKehl Mattituck,NY 11952 None Kehl Design Assoc.LLC. 965 Pike Street 265 jasmine Lane Mattituck, NY 11952 Southold, NY 11971 2013219960 ssbn654@optonline.net t.eschbacher@gmail.com • • e prescriptive requirements • • projects Envelope Assemblies Assembly Gross Area Cavity Cont. U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 295 19.0 30.0 0.020 6 Wall:Wood Frame, 16"o.c. 236 21.0 0.0 0.057 7 Orientation: Front Door: Glass Door(over 50%glazing) 37 0.290 11 SHGC: 0,16 Orientation: Front Window:Vinyl Frame 84 0.300 25 SHGC: 0.35 Orientation: Front Wall 1:Wood Frame, 16"o.c. 80 21.0 0.0 0.057 3 Orientation: Left side Window 1:Vinyl Frame 36 0.300 11 SHGC: 0.35 Orientation: Left side Wall 2:Wood Frame, 16"o.c. 80 21.0 0.0 0.057 3 Orientation: Right side Window 2:Vinyl Frame 35 0.300 11 SHGC: 0.35 Orientation: Right side Floor:All-Wood joist/Truss 295 30.0 0.0 0.033 10 Project Title: Eschbacher Residence Report date: 12/02/20 Data filename: Page 1 of 2 Compliance Statement The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandagy requiremen s listed in the REScheck Inspection Checklist. ►Er,�� , ,�� JES, i�� gyp - Name-Title Signature Date Project Title: Eschbacher Residence Report date: 12/02/20 Data filename: Page 2 of 2 t r GENERAL NOTES: <" SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 N T R A T SGeneral Notes: ,,j; `,> 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF /� �,__ ___. - \PL:➢.1_ Wood: .' - NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. -°I _� - H GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. , iliFj I i 2. FIRE SAFETY: ;,• %, �° .V �4�� Vp�� T l - _ �DESIGN ASSOCIATES LLC 1 ° ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 11li CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 4, Pre-manufactured trusses. 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 a. All trusses shall be "shaped" as shown on architectural cross sections. ' T BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a regiEtered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS CONTAINERS. SUCH PO.BoXl675 phone: (631�433-9334 ' AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654�opfon!he.nel 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC eformerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ,��" riP :--, ',F/ , .-m• . 4, a. All plywood shall be in accordance with the American Plywood Associatior (APA) specifications. =- w G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DSC UMENiS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION ARE-A. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: } with any work or project other than for which 1 ,600,000 PSI 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR is 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS DIRT AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE p 8, a. Laminated Veneer Lumber (LVL): PP .OVED AS NOTED ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ( ) ACCUMULATION. Blower door THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI DATE: B.P.# a7 Fv = 285 PSI 4. NOISE AFTER HOURS: and duct 'work 9• Fb = 2600 PSI FEE: :�gy; THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE FNOTIF EE: DEPARTMENT AT , LLC. NOTE testing reg6ired. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATESA. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 765.18 g AM TO 4 PM FOR THE 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, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. FOLLO ING INSPECTIONS: I 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 1. FOU ,DATION - TWO REQUIRED ELECTRICAL ALL DIMENSIONS ARE ESTABLISHED -ROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. FOR CURED CONCRETE INSPECTION � �� OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 2• ROU ,H - FRAMING & PLUMBING WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 3. INSU'ATION 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 4. FINA - CONSTRUCTION MUST THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES BE MPLETE FOR C.O. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN 6 SPECIAL SAFETY NOTES ALL CO STRUCTICN SHALL MEET THE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND 13. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COUEUIR MENTS OF THE CODES OF NEW HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE K ATE. NOT RESPONSIBLE FOR 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILLDN . R CONSTRUCTION ERRORS. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WWYT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE STATE & TOWN CODES ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER T-IIS AGREEMENT. RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AS REQUIRED AND CONDITIONS OF TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. IlTuninTni" i �� GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD FALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 .PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION II 'i 1 �4 'I�1r,B�";RD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. " LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY STI �' " n ' �r= p ,_ ?�-Tnl,,,,_�S I 25 lbs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 c^® OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE OTI'OR TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. �+ DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CONSTRUCTIO61� EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. USE ULES PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) 4-' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT SfORAGEb 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. CERTIFIED D 1f-. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED To RESIST THE �'"� c UNINHABITABLE ATTICS WITH LIMITEG STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT RROIFES.�3I0 .. USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY �E `+ k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. EI�OII�iE� , RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. & TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS te) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. � TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) 8301 DESIGN CRITERIA OCCUF�,�,I V B GUARDS AND HANDRAILS d 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANELUSIS �� 1 < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, C I �`i- "I GUARD IN-FILL COMPONENTS f h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED E HEIGHT AND FIRE AREA 5o No. 8 WOOD SCREW-a BASED ANCHOR WITH 2 16 10 8 BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE WITHOUT CLQ► I <i' _ OF OCCUPANCY HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50° INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 wooD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. .PROJECT: HEIGHT BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OFUNLIMITED AREA SLEEPING ROOMS 30 R301.1.1 ALTERNATE PROVISIONS # THE HIGHEST ROOF SURFACE 3 STORY Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =23'-8' AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 L!S: L 2020 BUILDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 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 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ' '� ! ' FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 29'-4" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 965 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel, y APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PEKE STREET b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with cn embedment length of 2 inches minimum into I LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. MATTITUCK, ICY, 11952 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SUM: # 140-02-025 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ##2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: # OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES, OF NEW YORK STATE, d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through 8 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE 386 sq, ft. f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section 8405 and the provisions of sections 8401 through 8404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section 8406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS) BASED NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL To 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF EX, ENCLOSED PORCH 295 sq. ft. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN (NY)TABLE 8402.12 a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 - THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CIJMATE FENESTRATION SKYLK�FfTb (iLA�D MW MASS FLOOR BASEMENTc sue d CRAWL , PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL .t EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb UfACTOR FENESTRATION RNAWE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACEc FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE E R NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SIIOCb,e R-VALUE R-VAWE R-VALUE &DEPTH R-VAWE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMIIISIONS DUE TO UNKNOWN NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS w THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA 4EXCEPT ,, LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+E' 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: = 1 foot = 304.8 mm CODE OF NEW YORK SE=AL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavitywhich is less NOVEMBER 25, 2020 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: specified in the table. ATTIC (GARAGE)(a) NOT LESS THAN 30 INCHES R-value s NA p © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1076-2020 SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 2.THE SLOPES OF THE JOISTS TRUSS BOTTOM CHORDS ARE NOT GREATER THAN C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the DRAWN BY: interior of the basement wall. UNDER FEDERAL COPYRIGHT LAW. SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 covit insulation of the CHECKED BY: NEW DECK NA MEMBER DEPTH. / y - WRITTEN AUTHORIZATION. COVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the M THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. SHEET DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -_ - ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN r h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab �, �d.�:�:e .r,`�'�, .•;; r ', SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved "4.3 IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of local governing agencies, such as Suffolk Count Dept. - DOB NUMBER: (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19, g g g y p (b) WITH STORAGE In, The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the - construction. KEHbDESIGN-ASSOCIATES,uc insulation is on the interior of the mass wall. x SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF d i. .fl ./,:/r,; TWO 8d NAILS THIS DOUG-FIR MTS20 LTS20 ALLOWABLE LOADS �'2 LOAD SIDE OF CEILING JOIST / U SIDE OF TRUSS, PROVIDE (1) HGA10KT ON FASTENERS LATERAL WITH TOTAL FOUR e /• ° AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT CODE 8d NAILS N0. 133 160 8dx14" REE TO TO TO AVG ( / ) REF. INTO TRUSS RAFTERS/ ULT. F F (133& NAILS STU o° %/' 1V TRUSS PLATES STUDS ('33) (160) , 2 _ ISI 160) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KER DESIGN ASSOCIATES LIC PROPER INSTALLATION PROCEDURES - — 1 ' residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 9 c FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o I o ARTR"x12 DIMENSION.> 0 ° PO..Boz 1675 phone; (631J 433 9 54 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL MODEL GA AVG 2 CODE INTO ° ° °• Southold,New York 11971 E-Mail: ssbn654@Optonline.nef No. MAX. CLEAR ULT. LFTA LFTA REF. ° ' ° ° ° PLATES ° ° WIDTH SPAN L QTY DIA •�" 2" 2}" 3" 3}" 1}" 2' 2�" 3„ 3 " EIGHT S IL P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC d A INTO ° 1205 1400 5, 44, 85 STUD , .,,,.,,, .. ., `OWNERSHIP & USE UI- DODUMENIS: LFTA 16 2J" 17" ;58�"16-10d — 4200 ° 2 DOUG-FIR LARCH / so. PINE °° These drawings and specifications including the FAS"'ENERS fLLOWABLE UPLIFT LOADS MODEL L AVG 10d 1 Dd x 1 CODE REF. °° ideas, design and arrangements represented LFTA L S T A 21 therein, are the property of KEHL DESIGN N o. ULT. \. ASSOCIATES, LLC. No part thereof shall be 10d tOd x 1}" (133 / 160) (133) (160) o0 o' o° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d '14-10d x 1�" 3116 1000 840 1000 3, 41, 128 o° HGA10 with any work or project other than for which MTS2020 14-10d 14-1Od x 1 3116 1000 840 1000 3, 41, 128 o DETAIL "K" they have been prepared without written consent. ARTgi'x12 ° k LST20 20 12-10d 2-10d x 12' 2383 775 720 720 3, 41 ,° COW- DETAIL E 5..- COUPLER NUT �� STU 8 DOUG-FIR-LARCH Equal number of °° �SIMPSON RECTION SO. PINE CODE specified nails In o° DEL TYPE - DI LOAD ALLOWABLE LOADS REF. MODEL TION FLOOR ROOF (133/ each end Simpson Strong-Tie TAKE-UP WASHER TYPE OF DI (100) (125) 160) I,° G 515 645 670 C S 16 ART8 x12 x LTP4 5 J 515 645 670 6, 39, 97 DETAIL, "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS �'9(DF/SP) (133) HOLDOWN DEFLECTION ARTJ'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2,a AT HIGHEST AT HIGHEST REF. NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIA''8 DESIGN LOAD DESIGN °Q° GA GA QTY DIA WHEN RAISED OFF 1�" 2" 2�" 3" 3�" 5>s" LOAD THE ILL PLATE ° o 0 HD2A 16 12 4A" 21" 1 2J" 8" 2{�' J" 1J" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ° 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF SP ODE W L STUD PLATE ULT. (133)2 / (160) R k SP4 3A" 71" 6-10d x 11" 2917 735 885 7, 40, 127 ° DIMENSICNS FASTENERS (TOTAL)l ALLOWABLE TENSION LOADS CODE ° MODEL GA FLOOR REF. °o NO. W L NAILS 100 (133) (160) WORK NOTE ES: @ LSTA21 20 14" 1 21 1 - d 905 1205 1295 7, 40, 90 MODIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE DEL ° GA FLOOR REF. " W L NAILS 100 (133) (160) Simpson Strong-Tie STU g N D MSTA24 18 1 " 24 18-10d 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER L SPACING REF. HD2A No. END GA CUT LENGTH (TOTAL) 2 (LENGTH L (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie NOT FOR G CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES CONSTRUCTION'DIMENSIONS FASTENERS ON. DOUG IR LARCH/SO. PIN ALLOWABLE 11L AD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION RUC 1 MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE DETAIL "F'" N0. GA W H B JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4 " 2 4_16d 4-tEd 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I•, cNw- E 11NLESc COUPLER NUT CERTIFIED BY HUS210-2 14 3b 9{�' 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 STU 5" -FIR AR H IN ALLOWABLE LOADS 8 MODEL FASTENERS AVGFT UPLIFT ( 33ERAL REFS SIMPSON PROFESSIONAL NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) � F2 TAKE-UP WASHER ' HGAIOKT 14 4-SDS;"xiZ" 4-SDSJ"x3" 1523 435 435 1165 940 160 ENGINEER x USE A MINIMUM OF S P 4 1 TWO 80 NAILS THIS CNW- • SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR /• ® SE A MINIMUM OFgg PROJECT: INTO TRUSS SIDE OF TRUSS. 86 NAILS TWO 8d NAILS THIS MTS16 LSTA21 SIMPSON I " ANCHOR BOLTS , / MTS16 SIMPSON TOTAL FOUR HDA TAKE-UP WASHER Strong-Tie ; 8d NAILS � INTO TRUSS LSTA21 HUS 210-2 � � r �. � BAGI b. r Frs 4 E%1!- TWO ° o FI 8 AIL pI �� PLATES °®° TO °EIGHT TWO ° I ci 8d NAIL 8d NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °mo ® PIKE STREET a H7 EIGHT ® MATTITUCK, NY, I I S52 Sd NAIL DETAIL "D" DETAIL 110 DETAILINTO STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie DETAIL "L" SCTM: # 140-02-025 LFTA ROD SYSTEM 1 t LFTA 'DRAWING TITLE: LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 9 BP LSTA30 RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD I II1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu,ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42,25 cu.ft. per vertical ft. , / STRONG—TIE DETAILS I ' 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 0 sq/ft / ROOF DRAINAGE CALCULATIONS AND v = A X R X c PLUMBING RISER DIAGRAM LTP4 A = 0 sq/ft I LTP4 R = 2" RAINFALL = .17 ft I, LTP4 C = COEFF. = 1,0 :NOTES: DETAIL, "c„ v = O X 1 x .166667 = 0 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY C' THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 0 / 42.25 VERTICAL FT. / FT = 0 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. TiiE LTP4 DETAIL "B" Floor-t o-Floor Connections Ridge Strapping USE (2) 8' DIA. POOL 5-0" DEEP = 0 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNO'NN OR LTP4 Detail UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT s FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie OR � Floor-to-l-loor Connections 0 / 22.3 VERTICAL FT. / FT = 0 V.F. SEAL: DATE: USE (3) 6' DIA. POOL 6' DEEP = 0 V.F. NOVEMBER 25, 2020 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PROJECT NO: POOLS TO BE PLACED ON OPPOSITE SIDE OF 106-2020 NO SUBSTITUTI❑NSDRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO BDK All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC f No substitutions are approved or authorized, s L NUMBER: Due to the relationships of framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). LL _ ' LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES Athe other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT of ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ��" G2 null and void, and ill result ith wn e installer/contractor assuming R301.1.1 ALTERNATE PROVISIONS ng responsibility for the design and WHERE TRAFFIC IS TO BE PRESENT. •°° performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS �^ DOB NUMbtK: �° USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. ?® I�'>&DESIGN•ASSOMTFAur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1 t / / %moi/.��?'' 29'-6" KEHL DESIGN ASSOCIATES LIC 3-24" -9 7-8 —7-8 �4 1)Y/4* residential & commercial design • consulting 29 29'-6" — lot 101 lo, P0.Boz 1615 phone: (631;433-9084 Southold,New York 11911 E-Mail: ssbn654`optonlinc.nei 3 21x6 ACQ Kneewall a 2x6 ACQ Kneewall a 2z6 ACQ Kneewall 3 2x6 ACQ Kneewall V. 7040 7040 7040 14x 92 LVL Boz Beam lox 92 LVL Box Beam lV 9 LVL Box Beam 14x 92" LVL Eoz Beam 1068 3068 1068 Vinl ClAing Windows V.I.F. Vinyl Gliding Windows VLF. Vinyl Gliding Windows V.I.F. { q —— —— — —— —— — — — — — — —— — — — —— —— —— — x AGKneewallh esign Associates,LLC e formerly D A K Associates,LLC 0 4 4 c o q q d 4 4 . <4 .. I 1 23 6 I Q q. 4 4' 4.-! — _ _ — _ _ —Q— _ --- — — — --- _ '— _ _ — — 14' 1 lox 9q" LVL Box Beom NEW CONVERTED ENCLOSED PORCH TO CLIMATE CONTROLLED SUNROOM ` - - - - -- UWNEkSHIP & USE OF DOCUMENTS: J N TO BE CONSTRUCTED AS PER THE PRESCRIPTIVE DESIGN REQUIREMENTS 29'-6" i OF THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK. o These drawings and specifications including the ( 4. 2" 1 "SEE CRITERIA BELOW" ideas, design and arrangements represented P7'-6" 1'-0" 28'-7' 1 �_ therein, are the property of KEHL DESIGN 2x6 ACQ Kneewall N I Match Oak Flooring in the House ASSOCIATES, LLC. No part thereof shall be 4 q l4z 9" LVL Box Beam 1 I ` copied, disclosed to others or used in connection with any work or project other than for which 1'-0" Q. ` they have been prepared without written consent. 4" FC Slab 4" PC Slab 4" PC Slob I o ' ;` N 14" o o O I rn rn rn Orn 3 x NEW CRAWL SPACE 1 0 ' REV: 1 � I 3' r,.� 134„ ,-10 e -10 8 3'-11r _ q I f t� I n 7 �' 0 ^� Match Existing Floor Height Match ExistingFloor Height 3�, Conc. Haunch T Conc. Haunch ! o Conc. Haunch m , Conc. Haunch I — — — — — — 1 g g 2850 g 2850 I I 2x6 ACQ Kneewall 2868 5068 — 2x6 ACQ Kneewall 2x10 ACQ Kneewall 1wtall l" Cdx PI wood I 3 l^ — 1-x 9 LVL Box Beam 4 Provide Access Provide Access on x10 Wall 4 2 to Crawl Space to Crawl Space Ex. 2x6 floor Josts 16"oC. A 2x6 ACQ Kneewall s A 1 I NEW CRAWL SPACE I. Install 21" CDX Plywood ti I " underneath floor Joists 1 a o :I 4" PC Slab EXISTING LIVING ROOM I I I EXISTING BASEMENT Ex. 2x6 Floor Josts 16"oc. Raise Existin wall 8" EXISTING BASEMENT 8x16 Concrete Pier I 2x6 ACQ Kneewall 1 lox 9P' LVL Box Beam q — Ex. 2x6 Floor Josts 16"oc. 1 Provide New Wall -2 WORK NOTES: �l I Ex. 2x6 Floor Josts 16"oc I co i Y Fill in area with Concrete and ' a Pitch towards NEW FIRST F p �� FOR T Rear Yard Raise Existin wall 8" Raise wall 8" FIRST FLOOR PLAN C 0 N S T R U C T 1 O i� t '�-_3'_3" �" FRAMINGPLAN AND USE uNLESNEV V ONOLITHIC ,' S"�4'-7" scale:4"= 1'-0" CERTIFIED BY FOUNDATION Provide New Biloo 0 Door Provide New Bilco 0 Door Provide New Bilco 0 Door PROFESSIONAL Verify Dimensions in Field SUBFRAMING S Verify Dimensions in Field Verify Dimensions in Field ' ENGINEER PLA►I� SYSTEM- Scale: 4' = 1"-0" Scale:' = 1'-0" ' PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK ( SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK Projects shall comply with one of the following: PROJECT: 1. Section R401 through R404 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" a 3. The energy rating index (ERI) approach in Section R406 r. a. G r. x ' rA Existing Roof Vent � (NY)TABLE R402.1.2 L L �- Existing Roof System a Rafter Baffle INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE FEIJESTRAb10N SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR WEMIENTc Sus d CRAWL °w y Existing Window Header System ZONE U•FACTDR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL RNALUE WALL R-VALUE SPACEa ' '� SNGCb,e RNALUE R-VALUEI R-VALUE dDEFM R-VALUE RE L_.= BASEMENT DOOR 87% 12" Transom Windows (2)2x12 ACQ Stringer\ CLASSIC SERIES — STEEL SIDED with Low E Glass. Simpson Tydown ' Si,eetrock Simpson Joist Hanger 4IXCEPT 11" VerifyDimensions in the field. 4" R-49 Insulation MARINE 0.32 0.55 0.40 49 200R13+5h 8113 19 10113 10,21111 10/13 965 r DIM 'C' SIZE 'A' B. c n' 'E' 'F' PROVIDE HURRICANE STRAPPING IN 1 x5" LVL Added to ^ qS 1 r r1^r r r „/ rHEIGHTI WIDTH) (LENGTH)(HEIGHT) (F G. W) <F❑ L) 41' ACCORDANCE WTfI THE Existing Header PIKE STREET If��lI / 13 3 13 13 / I For sl: = 1 foot = 304.8 mm B 51' 64' 22' 44' 60' 41' (2)2x12 ACQ Stringer 2020 RESIDENTIAL CODES 84"x 48" Vinyl Sliding Windows ._,,, c ss• �e• 191/2' 46' 67' 45' 2" Pocking a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less I�dIIATTITUCK NY 1152 OF NEW YORK STATE. with Low E Glass and Screen l„ than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the > 2x11" ACQ Tres 0 4r sa 3°' 4° se 3r CDX Sheathing Verify Dimensions in the field. R-value specified in the table. SL 51' 43 1/4' 52' 44' 6D' 41' SheefroCk q" Oak Flooring b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1 DIM "I3 NOTE: VERIFY ALL DIMENSIONS TO 2' o C. 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the SCTM: # 140-02-025 �rw o� ^5 5� 3, = interior of the basement wall. LEN GrH INSURE FLOORS OF NEW ADDITION 18" Red Cedar R R Shin es 4 CDX Subfloor DIM "E' sloe-RI uoe mLr � g o+ 10GKR0 ELH""'S" Blue Skin House Wra 1" 11 /FRAME OPENING ALINE WITH FLOORS IN EXISTING p R-21 Insulation TJI210 x 9q - 16'oc. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation of the DRAWING TITLE: LIP LIFT ASSITA" 3' LENGTH HOUSE. 4' Exterior Sheathinghow interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the °'Y'""° 2x6 Shoe Match Floor Heights 9'" Perimeter Beam basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous 2 R-30 Insulation insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. Hurricane Strapping ' It (2)2x6 ACQ Top Plate R-15 Insulatio d. R-5 shall be provided under the full slab area of o heated slab in addition to the required slab edge insulation STAIR DETAIL C 101 DIM "D' ALL HEADERS ARE TO BE 3" Exterior Sheathin 91" Perimeter Beam q g a 9 t. ^ 2 R-value for slabs, as indicated in the table, The slab edge insulation for heated slobs shall not be required to RAMS DTH =I� L6T 3 " 2x6 ACQ $ill 2 ACQ Sheathing g GDX Sheathing g 4 WIDTH ILL (2)1/X 9Y" LVL UNLESS s" (2)226 ACQ Top Plate extend below the slob OTHERWISE NOTED a x 18" Anchor Bolts 32"oc. Grade ' 6 Mil Vapor Barrier o 2x6 ACO Kneewall FOUNDATION PLAN 2x6 ACQ Sill e. Reserved Compact fill �4�1'-0" f. Reserved NOTE: VERIFY ALL DIMENSIONS g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than on R-value of R-19. 4" PC Slob with 6x6 IOGo. WWM. - h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation INSURE WALLS OF NEW ADDITION Monolithic Poured Foundation LINE-UP WITH WALLS IN HOUSE. plus R-5 continuous insulation. a I i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the kl'- insulation is on the interior of the mass wall. NOTES: DIM WIDTH L DIM 'F' J WIDTH CLEAR OPENING THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NOTE: PROVIDE FIRE BREAKS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE AS PER © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL CROSS � A PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD coNDlrloNs AND DIMENSIONS AND BE soLEY RESPONSIBLE FOR FIELD FIT. THE THE 2020 RESIDENTIAL DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWT' OR CODES OF WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COY9ENT$ NOT NEW YORK STATE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. Bilco"ON Door SCALE:1/4"= 1'-0" 0 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Top of Foundation SEAL: DATE: t BIICO"0" NOVEMBER 25, 2020 z 2x6 ACQ Sill Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: N Azek q of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1076-2020 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DRAWN BY: agencies prior to construction, E3DK IT--Grade3'-11 ( ��'-,off CHECKED BY: M Pitch Conc.Slab R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE = RB R301.1 APPLICATION EUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOAD ` SHEET NUMBER: LOADS AND SEISMIC LCADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDws, ^r COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES '.'�', Cr �� BILCO D SPECS AND DETAILS CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. �� `�° _�'� <�" tx R301.1.1 ALTERNATE PROVISIONS 1" _ " AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF- Scale:d — 1-O USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 6 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) © )�DB9IGN•A%0aATES,irL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) --egg �;�In PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE — L�tTlU 2020 RESIDENTIAL CODES OF NEW YORK STATE. KEHL DESIGN ASSOCIATES LLC residential 8, commercial design • consulting ' I NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING P0.Box 1675 phone. (631)433-908,4 u HOUSE. Southold,New York 11971 E-Mail: ssbn654@opton''ne,nel LL _ I�111 II LI I I I�I I I I I I IJ_II_I I III �I r--�-�-�-•�r � - ALL HEADERS ARE TO BE Ke Design Associates,LLC a formerly D A K Associates,LLC (Z)] OTHER ISE NOTED ESS vWNERSHIP & USL OF DOCUMLN I5: These drawings and specifications includinghe ideas, design and arrangements represented. NOTE: VERIFY ALL DIMENSIONS therein, are the property of KEHL DESIGN i INSURE WALLS OF NEW ADDITION L.L.C. part disclosedto otlhers or thereof in shell conneectio�, LINE-UP WITH WALLS Ill HOUSE. copied,with any work or project other than for which u they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PER REV: THE 2020 RESIDENTIAL CODES OF NEW YORK STATE. IIIIH IIIIII 111111 111111 I I Ll IJLLLL.11 hitLLiLLILU LLILI ulu V I��J LILL dL11 I 11LW 11L1LLL11 I �— 1 LiL Iuull l 3 I dui wIL1 LIL uuuu I 1u11L1 ulu�l —L Ll Lfflil I WORK NOTES: LL LLL LLL_[LU LLLLLLL1 II II III ul II II I U u1 u I I I V I I I I_1u tU :k UMULALLU-1 LAILLILLLL SOUTH ELEVATION NOTFOR SCALE: 1/4"= 111 a uuu 111 I Ill 11111 111111 Jill LdiLLULL�_JI I � CO STRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL z JUL i1ENOiNEER LLLLLLLLL i— H101 I 111111 17717=t- Iu1ll luulluluu . r ll11 I LLI LI-i-]LII I I I I iLL ' LLLJu II 11u I lI_I PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODES PROJECT: OF NEW YORK STATE. 111 ulll L III III II NOTE: VERIFY ALL DIMENSIONS TO "�Lill- LJJ_ INSURE FLOORS OF EAST ELEVATION ll ALINE WITH HLOOORS USE. IN IN EXISTING LI ° SCALE: 1/4"= 1'I R? [EM I D, ALL HEADERS ARE TO BE 965 (2)1%°X " LVL UNLESS PIKE STREET OTHERWISE NOTED MATTITUCK, NY, 11952 NOTE: VERIFY ALL DIMENSIONS IL 1 1111 1 1 Hill Ill 111111 1 11111 IIISURE WALLS OF NEW ADDITION SCTM: # 140-02-025 LINE-UP WITH WALLS IN HOUSE. J 'J a I DRAWING TITLE: 111111 111111 11 Ill I I I 1 11 11 11 11 11 11 11 11 11 11 1 1 11 11 1 1 11 1 Ill 11 ill IIIIIII I I NOTE: PROVIDE FIRE BREAKS AS PER V I I I II I I I I I I I I I I I I I IlLJJ_LII11 �� THC 2020 RESIDENTIAL il-JLL I LULECODES OF � LU NEW YORK STATE. ELEVATIONS AS NOTED LIU LL IEE. 11LLLLH_LL-uuu - -NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ILLLEiLliliI II L DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE LLIMUILILILLL © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE To UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: - NOVEMBER 25, 2020 WEST EL��ATI � � Acceptance of these drawings does not authorize the right to build without the authorization PROJECT No: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1 o76-2D2o Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DRAWN BY: SCALE: 1/4"= 1'-0" agencies prior to construction. r• BDK 1 CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE a{ ,' ry RB R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SHEET NUMBER: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDE COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES A201 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. �' R301.1.1 ALTERNATE 'ROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTIOV WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) ® KEMDERGNMOMTES mc 3) ICC STANDARDS CN THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)