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HomeMy WebLinkAbout41255-Z Town of Southold 1/11/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40164 Date: 1/11/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 205 Private Rd#3, Southold SCTM#: 473889 Sec/Block/Lot: 70.-6-9 Subdivision: Filed Map No. - Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/28/2016 pursuant to which Building Permit No. 41255 dated 12/28/2016 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: ALTERATION FOR FINISHED BASEMENT WITH BATHROOM TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR r , The certificate is issued to Starcic,Renato&Carla of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41255 12-28-2017 PLUMBERS CERTIFICATION DATED rized Signature �UFFat,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41255 Date: 12/28/2016 Permission is hereby granted to: Starcic, Renato PO BOX 1445 Southold, NY 11971 To: cellar alteration to mud room as applied for Replaces BP#39454 At premises located at: 205 Private Rd #3, Southold SCTM # 473889 Sec/Block/Lot# 70.-6-9 Pursuant to application dated 12/28/2016 and approved by the Building Inspector. To expire on 6/29/2018. Fees: PERMIT RENEWAL $172.00 Total: $172.00 (N I/ Buil or �SUFEoi��oTOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE oy . IP 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#: 39454 Date: 12/30/2014 Permission is hereby granted to: Starcic, Renato & Starcic, Carla PO BOX 1445 Southold, NY 11971 To: cellar alteration to mud room as applied for At premises located at: 205 Private Rd #3 SCTM # 473889 Sec/Block/Lot# 70.-6-9 Pursuant to application dated 12/16/2014 and approved by the Building Inspector. To expire on 6/30/2016. Fees: CO -ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION X2 $344.00 Total: $394.00 172 .®a _ -1 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. _ e—i / 6 . ©� New Construction: Old or Pre-existing Building: V (check one) Location of Property: O A �/ i� "7/ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block O Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App icant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(a)-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Starck Address: 205 Private Road #3 city:Southold st: New York zip: 11971 Building Permit* 41255 Section: 70 Block: 6 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Dan Wilcenski License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/ CO Detector, 1- Bath Fan, 2- Under Cabinet Lights. Notes: Inspector Signature: Date: December 28, 2017 0-Cert Electrical Compliance Form.xls �v 5WOfv1 +0 "fer m(, Of) 'H'1i5 y'A � TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 OA;t rsf so MTV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION FOUNDATION 1ST 7ROUGH PLEIG. ] )FOUNDATION 2ND INSULATION 1%o*fdEM:lN�G STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) -1 n!fN 0 V REMARKS: F—YOmA' ., �JLECTRICAL (FINAL) Z buot" Q[vvvx6io----, �tz/ el.41z, okv u- SD Ut, DATE /)'IV AA A-p INSPECTOR�4-\Q�4-vt () uo SO�jyo y o TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] UCH PLBG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR f so u TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR����� SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 --INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Y INSPECTOR ,fOd96/z 5 elletti, O/W SECT PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-ma€I•Joseph@fischett€.com Date: 30 December 2014 Reference: Starsic Cellar plans Southold Town Building Department Main Road Southold, NY 11971 Att: Pat Dear Pat, I certify that the interior cellar alterations as shown on my architectural plans meet all New York State Energy Codes. d 2/.lyj uo��num9 €OARD CLI 3 I},L_, N 3"€2Uu J'�A—L"d:,P.l. €ON: L I t. l � /I'�I• .tea � ROXTGHFRAMIN PLU.A1: I FAIrt - rEll I 1 STATE ENERGY • r ?ltai : ro MMm OOM t1 r r 1 t J ' i '�. l' r,. ► chi 'ice r 0 r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 `�/ 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. �Y Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 2 Flood Permit Examined 20- �_ Single&Separate Storm-Water Assessment Form Contact: Approved /JP920 Mail to: Disapproved a/c 7/ �- --� Phone: Z 3 7�71f z Expiration) 20Y, J 1 DEC 16 2014 building Inspector 7C FOR BUILDING PERMIT BLDG DEPT / TO!N Or SOUTHOLD Date � 6��, � o , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of -issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,�7 ���,� --0 v/,zX12 Name of owner of premises ����© ¢ � � _4TiAf (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ,U // 97/ House Number Street Hamlet County Tax Map No. 1000 Section �� Block e� � Lot L Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration 1/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4e - -a Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7-1 7. Dimensions of existing structures, if any: Front vim/ Rear r Depth Z Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES -XNO Will excess fill be removed from premises?YES NO'X 14. Names of Owner of premises fz',C, '/$�/ Address ,�s•Phone No. Name of Architect &-/Ac�77-/ Address RD,Ao?< 6(( Phone No 6�r/7;i5;� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_,�^ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—>—':�-' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) , SS: COUNTY O U-T-Dlea, 9.11 N b '�V&Ar C t C, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the U)l Aq.,✓\ p,w"l CA�/ (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thig, j7 day of 1 QC,QVA 20 � p 1.�. P V d'►2-I N tary blic MELANIE DOROSKI ignatu of Applicant NOTARY PUBLIC,State of New York No.01 D04634870 Qualified in Suffolk County Commission Expires September 30, � A \• r r ,: �Tc���E�' IM[WATJE R, Scott A. Russell ��SUPQ/Z ERVISORM[ANA(G]EM[JENSOUTHOLD TOWN HALL-P.O.Box 1179 - 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southol d{t�,rtC�< ZTt:LTLi1%'" CHAPTER 236 - STORNWA•TER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES n-IIS PROJECT INVOLVE ANY OF THE FOLLOWING: i ,, KRECK ALL THAT APPLY) Y ` @s ILIO E]RA. Clearing, grubbing, grading or stripping of land which aff ects more than 5,000 square feet of ground surface. r 11(7B. Excavation or filling involving more than 200 cubic yards of material i within any parcel or any contiguous area. feet vertical rise Co 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. , 0 OE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 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! Cbapter 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. S.C.T.M. 1000 late. T: APPL]CAN (Property Owner,Design Professional,Agent,Contractor,Other) NAME. G/C14_7U li l 74 O 4-f �,m:i ✓ Section Rlock Lot ['0R BUiL1)1NG DI.PAPC!'N(ENT U E 0 Y ' •` Contact Information Reviewed y: Date- �-4 Property Address/ Location of Construction `+�'ork� _. -- -- f cr procming Bu,ldmig Permit ff,Approved tor r:uat<µr;vlenaget7teni Control Plan:NO', l:caysired Storinwater Mane ement Lcr,ttol?tan i�,(tecurree. (ra w,;rd to Fit ginver,iig Depri;nient ro:Rev,w; - at Tom A'-ss'ex Telephone(631)755-1842 i s 54375 Mma Road �,,gg 6622 P.O.sox 1179 roer riche ( lsotilti0[d.n us Sou;hold,NY 11971-0959 Ql ``� n J. OE _ a ! BVII.vnvc"n>TARTlv�rrr � 6 2016 TOWN O>N SOUTHO� APPLICATION FOR ELECTRICAL INSPECTION T � C DEWX � REQUESTED BY: Date: ) 2- Company 2Company Name: - l e cK s e�-v i Name: License No.: 112 -2- Address: ddress: ,� .s / 1 Phone No.: (� 6, 21264? JOBSITE INFORMATION: (*Indicates required information) *Name: i *Address: o9 0 1 .S®t-j-,4 a lel A/ *Cross Street: 16 r`g �✓h *Phone No.: 2 s OS ` Permit No.: , Tax-Map District: - 1000 Section: Q - Block: Lot: 9 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) T . (Please Circle All That Apply) Is job ready for inspection: YES( Rough in Fina! *Do-you need a Temp Certificate: YES/(!g) - Temp Information(If needed] ��� *Servs ize: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Servs : Re-connect erground lVumi�er of Me Change of Servs Overhead r Addi#ionai irifonnatio . YMENT DUE W PLICATION 82�eu far Inspection Form ` i ��c����T-a� � ��r�'�r ����-�oG�i �t/ y pF SO(/�y®! Town Hall Annex Telephone(631)765-1802 54375 Main Road ess Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 °® I�COUNT°6,�° BUILDING DEPARTMENT TOWN OF SOUTHOLD July 11, 2018 Renato & Carla Starcic P.O. Box 1445 Southold, New York 11971 RE: 205 Private Road#3, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Affidavit from plumber that only PEX was used -Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41255-Z basement alteration i SCDHS Rel. # R1'0-05-0208 GEEK '��y DOCK C f♦ .� z (5$, 4.0' 00• 1A h Zg. v E°aos a5 P�p�VIESEp�aJ�G�pa "' I sD � t,✓ AES p ; hod 5.35'50'41 P E• O �Cb pit � & �,• MURPHY f� ~ •0230 �P� O,IF H I a ;� �`� F a 3105 230 \G,�•( •0�230�� �.P C?aklawn ve.• S3ko\.I o syrZzz t.P aj di �bll 4 _ •pf 01 1 N 76.48'40•A�- Ur/` N40%'� '1r .� WAY e4; N h d- @ RIGNT OF �o� w� I Q -4 ' r•- � 3� ffluCd cxsxv DVAN 2 112 STY. i,, FR. HSE- a (Dw) W BASVMEnrFL well, i" P, 1 �p EL.&9 j5 O Vii V. CPP. -a l�� .4' sp y- Q Ilk �Q5 W - T• -— C P ST 3 `ALLo 235 v # 3145 LP Oaklawn A ve. � e 'pLIbGe- 'F �WI wM WaterM,*"�' tH m O, ' E ' •76.1 g� "wis-% (�xis•/in g) , N 83°34'40" E N741' .17 P 97.37' — f 27.17' S. 7�'15�Q� o _ D dGNT F 50 PRR RpA� IMA 1 P�br; 220 "`meter �^ # 3325 O NE'Y 'iT 1 N101F Oaklawn, Ave. LYNN . CHARLES 0•i TEST h0FJW SUR VEY OF HARDY o 101201e7101,s •. HUMUS PRQPFR T Y PINE NECK ROAD 4- ' DARK BROWN LOAM OL • A T SOOT bL'VD,,,w BROWN SANDY LOAM SC TOWN OF, SO , HOL>fl AREA = 9,016 sq. ft. w2'5 BROWN LOAMY SANp S� SUFFOLK COUNTY, N Y,. to tie line 1000-70-06-09 L OT COVERAGE SE BROWN COARSE W 9g4 'sgX19016 4 WATER W PALE WOwN el.0.&' SCALE: 1"-30' COARSE SAND SW 17' MAY t2, 2005 JUNE 17, 2010 laddlllow•/hall The locations of wells and cesspools by McDONALD GEOSCIE'NCE Feb /3, 200C (rev/S/fl�rs, SEPT. 28, 20x0 (PRO!: DECK shown hereon are from lield observations APRIL 11,2006 (REVISION) and or from dala obtained from others, -5epr"e2,ZOO sq sq NOV. 29, 2006 ( WELL I AUG. 27, 2008 (foundation) j MAY 8, 2009 (FINAL B,GH) I am laminar with the STANDARDS FOR APPROVAL MAY 20, 2009 (UTIL. EASEMENT) AND CONS TRUCT.lON OF SUBSURFACE SEWAGE JAN. 27, 2010 (BASEMENT ELEVATION) JUNE (4, 2010 (finGO DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 1 EL.►a and will abide by the conditions set forth !herein and on the FW FL'R EL.rpt FW GRADE 1 perm!/ to'construcl - �F vF NEe TO 1E n 'E 10.8 ST /E fo � ,O LoArE.s F2bm FIS 1o.a to.o Jr` -,. •ren 'f- 3`rO�jCO/�iG G `�/♦19� 3.5v 3.1 �' �� :? _ �i:i .�,,S��\ .• ,.5.��, � 1' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION � 1•'.: ;,� � � OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEPTIC SYSTEM CROSSECTI4Al EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS •- HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. •L.�n ADDITIONALLY TO COMPLY WITH,SAID LAW-TERM ' ALTERED BY ' PECONIC SUPOEYORS, ' MUST BE USED BY ANY AND AL ,8 RRVEYORS UTILIZING A COPY (631) 765 - 5020 FAX (631-)-%M5- - 1797 OF AAOTHER SURVEYOR'S MAAB! ERMS SUM - INSPECTED.- AND P. O. BOX 909 _ BROUGHT - TO - DATE ',,ARE NOT IN COMPLIANCE WITH THE LAW. ♦• STAKE 1230 TRA VELER STREET j SOUTHOLD, N.Y. 11971- v O --_t------------------------------------------------�- � • a- --- - ------- ----- ------------- ------------- V 0 cuZ W 0 0 1 1 as ' 51/2n ' 9'-O" 1 1 y 1 1 1 1 1 1 1 1 , - 1 1 1 1 1 1 1 1 � s•K • PROPOSED JUDROOM t,tt t,tt I-n BINK SINK ±rZ! —-————————————-——————-——-— rN OA y I C.O 2 +ttt 11N GO 3 S 31-10'/2" 21-011 '-5°' 4'-8'/2'1 5111 1 . 3'/2" 1131AIn 3'12'1 ww• ow � — —�' S J _ H 1 1 ,1rz t to I I ■I NO W i. C.O to CO CA 1 1NVl`/I 1 W ,a ✓ PROPOSECD z + t w � I � 1 1 w1. BATH (� cpzd' ' 7 Lo Z H3 L2 3 W co - m ------ _ SLOPE'if4'PER FOOT PITCH TO DRAIN rause TO APROVED , 7 7f11 J�`/1 L rnna joo SEPTIC SYSTEM O PLUMBING SCHEMATIC I C` O O N.T.S. coD AJ-LP U W (n ' 1 TESTING { uP EXISTING UTILITY R00 p y Ir 1 DRAWN BY: JF 5 FOUNDATION PLAN Et... F ^ TC,iE�iT AT 12/11/2014 E w F=1.9 FOR THE N SCALE: 1 4" = V-0' IA 1 / i"`{ r TI.;I I-Fp,,`;01 [--OJIR .D SCALE: SEE PLAN FOR P01ir..ED 001.CR°=TE 2 ROUGH-F`NG,P,%lING,PLU'o.I&�!G, STRr,PPIELECTRICP,L&CAULICiN� N ' 3. INSULATION d'" "' •� O f r 4. FINAL-CONSTRUCTIOfJ SHEET ELECTRICAL 4 1;;G$ O • r!llJST BE CMIFLETE FOR C.O. X-L CO'ISTRUCTIO J,SHALL P;rIE.I THE x �` t ,r I r, "'Efv"ANTS :i^TH CODES OF !.r;'J \' o'' • `e . YOPK STATE. C;OT i�ECi'OI'i`il'�LE FOr� �� .rKt� �.\ DESIGN OR CONSTRUCfIOiJ ERRORS. : o :ATION OF 7ESSto���' ❑ NAIL NC:! C^NNECTIONS Fd :0. I eED. ELECTRICAL.. Vol GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Z 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING O When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH CONSTRUCTION NOTES: TOENAIL BUILDING HEIGHT `r 1).The information within this set of construction documents is related to basic design 2).RTOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTIONAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building p TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND g y p g g practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL Q sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC SBC END NAIL ATTICS w/o STORAGE 10 �+{ These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in fine with studs below,the V should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 • accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 � n First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 -cs responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 0 NAIL NAIL GAURDRAILS ANY DIRECTION 00 2 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL 4 p p p 9 P • anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION P"I 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE V 4-16d COMMON t Q INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE !�1 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL ym.: to attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.atanel HEADER TO 16"O.C. FACE SEE FLOOR PLANS 4 such as bookcases,shelving, � an P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&Co DETECTORS pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN NIA-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3.6 RELEASE is 6ype11 TYPE IIEXTERIOR SHEARWALLCeregNECTIents BOTTOM PLATE To: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES. Type II exterior shearwalis shall meet the requirements of table 3.15a-b times theappropriate FLOOR JOIST,BAND JOIST,2-16d COMMON PER FACE NAIL length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 0-i 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD LOOD determine intended heights of finished floors above typical rade. ) FLOOR FRAMING:I NG: SNOW SPEED DESIGN ATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 9 ( ) � 9 7.INTERIOR SHEARWALL CONNECTIONS: R PT RY D CATEGORY ED OEH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when f _ r 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL LOAD ( NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 45 LBS. 120 B JSEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-SdCOMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE ( ) 9 9 SEE NOTES:1 BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE IGABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C.I 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE • 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. (1 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,ail framing material to be#1 ACO pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON g p p g. 9 9 TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, the 4 foot perimeter edge BAND JOIST TO: PER TOE NAIL P g zone attachments required shall be used. N 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON &_z Girders on concrete iers shall be anchored with ro er steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1P P P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F ATH N : For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL W Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING fro Tabulated 4 inch o.c.nail spacing assumes sheathing ll rafter!truss framing members with G>0.49.For 9 9 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. � below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE,3.8 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. 9 P 9 STRUCTURAL PANEL Sd WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: J Co Z �t Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. Z r M CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE W � M SHEATHING LOCATION NOTES 3).Floors,wails,ceilings rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9 P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL Q N otherwise. JOINT DESCRIPTION 1 Ledger to be fastened to building with 1/2'dia,bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) J X J L0 where needed. NOTE:2 FOR PANEL FIELD GYPSUM 7" O.C.EDGE O O (0 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS WALLBOARD 10"(),C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. a m = t-, openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES O openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES •`J - O r- openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O COM and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Sd COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W W v 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with LL 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9 G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Sd COOLERS Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 2).Verify septic system with the Engineer for Suffolk County Health Department approval. WALLBOARD 107" O.C.EDGE"O.C.FIELD on plans. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging In floor joists at 8'0 o.c..Use solid blocking in floor joists NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. VOR LESS 8d COMMON 12"O.C.FIELD \T1. HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathingrade I Plywood P 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety ) g plywood.PI ood to cover over plates and headers. requirements. 3.INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. �p p 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. DRAWN BY: F 11).All bathroom walls to have 1/2'thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12/11/2014 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. SCALE: SEE PLAN be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R314.8,N.Y.S.Residential Code. AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free asst a of P P 9 P 9 flame and products of combustion. !. O - ACCEPTED BUILDING PRACTICES;HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL P �' '`ham SHEET NO: CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTED C' 1: '�+,� 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Resid tial Code. t'`