Loading...
HomeMy WebLinkAbout46555-Z ����ag�yFFO(,fc Town of Southold 2/20/2022 a P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42809 Date: 2/20/2022 THIS CERTIFIES that the building DECK Location of Property: 950 Grange Rd, Southold SCTM#: 473889 Sec/Block/Lot: 75.4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/29/2021 pursuant to which Building Permit No. 46555 dated 7/12/2021 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: deck addition to existing single family dwelling as applied for. The certificate is issued to Spano,Charlotte of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A o ze S nature �o�SUFFa�'t� TOWN OF SOUTHOLD BUILDING DEPARTMENT H x 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 #: 46555 Date: 7/12/2021 Permission is hereby granted to: Spano, Charlotte PO BOX 1102 Southold, NY 11971 To: Construct deck addition to existing single family dwelling as applied for. At premises located at: 950 Grange Rd, Southold SCTM #473889 Sec/Block/Lot# 75.4-9 Pursuant to application dated 6/29/2021 and approved by the Building Inspector. To expire on 1/11/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $267.20 CO-ADDITION TO DWELLING $50.00 Total: $317.20 Building Inspector OF SOUIyO� # # TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION ". . [ .]. FOUNDATION IST [ ] ROUGH PL13G. [ .] FOUNDATION 2ND [ } INSULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL J� [ '] -FIREPLACE &.CHIMNEY [ ] , FIRE SAFETY.INSPECTION' [: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)," [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO1N� [ ] PRE C/O R ARKS: U�v('� 1 k � J on 1 DATE 1 y INSPECTOR .k.' E' �YY U' =e t .N t•Y Hca a ;•� ! � c er C NT"i to {fir �• 4�. '°_ •...!`�.r�, -ate; �•+� :� .' _. ," ,.;�►,„- � .-�.. r �a Y i !qAtinm r ! I r k } f 1 f Q .r v l F FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y ------------------------------- FOUNDATION (2ND) z � o tA H t ROUGH FRAMING& PLUMBING H INSULATION PER N.Y. y STATE ENERGY CODE { Z � Sflu rpn4inA , FINAL v fill, En ADDITIONAL COMMENTS G O z ' rn W o z �y x d r� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. X555 Building Inspector: JUS `aAppticatlons and forms must b�e�fiijied out'in their entirefy Incomplete applications wlll rotkbe accepted' Where theAppt�carit is iof4the owner;an ow -Date: " r-i� `T4 "'t)WNEAft(S)OF PRUPEitTY Name: SCTM# 1000- Project Address V cJ -(CV __ -_._. Phone#: .,_J5a 10�..s 1. .._.___.._. _ .Email: - :C-YJA , .i`Sl. -d _ @. _._.. Mailing Address:. _ x o �1Dy .__.. _� �. .�_ IrOIUTACI PE RSE7N � � e ��p � ., aM o u max,; Name: Mailing Address: e#:oEmail :'0 a . ma .�_� _._... 355 ..� .. _..._. DESIGN PROFESSIONAL INFORMATION .yt Name: Mailing Address: Phone#: Email: _-- � �� �w:x�a yA �ONTRACfbiti FORMATIOIII. Name: Mailing Address:M__.6 . ..__._.. ........____SiJ71 o �___._ y._. Phone#: Email: ,�.✓�-n�..@ oca�Ccons,�sv��'6n.�i? _ 24DY EYSCR.�, - Qa Q$ .y • a u�g �., m � a: K [KewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes o 1 10 �t �r � i �� 3 s M.... . TM PROE#iTY(NFORIVI/�T Q � .. ri �� �.. .: Existing use of property: 4.1 Intended use of property: �q Zone or use district In which premises is situated: Are there any covenants and restrictions with respect to ® this property? ❑Yes No IF YES, PROVIDE A COPY. ❑�C�iE �'a4$ox A ��R��dfirtg�».��b ec%antrac�or�d�s�g��proEessiona'l�is�respo �bfie,fnr ati drainage�hctst� ��iairer issues as pra�ridedjr�� :' a ter 23 o tfi�e fovun Code�/1pFLtCA1lE !S H R BY M D #ufhe;uiidin De artment fa seance ufa Buitd n ermrt'ursuari a the Buitdi Zori dmartce ofh�M1T n of Sotat otdr (folk,Cuu�ty,+leuv York and other apps cahje laws;Ordmar,ces or Rgguta tons,for the const ruct�oofbuits4ngs, Taddit►q ron rlescrtbed The applicant agrees to"ciS npty<vuith at ap ttcah1flaws, rdinances,bu tiling"ca�de, usmgcodeand regulation a►d a admit aut axiz (t t s �arslonttpre tses a din 6uiidtng{sj€fad caessary t ectr4ns patsejstatenfientsn�tade herein aYe shabl. asattasslfis a eanarptivant„. ccian2045oft�eNeuvTutkS;aiQ!?ehat��yyar .�. :a na (print Application Submitted By nt me): cj ❑Authorized Agent nergca _.. �_. � _r. � � _— �� ; . . cam. _-- - _..�.� Signature of Applicant: Date. STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2_0-a. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this qq0ay of w!\-e_ 12001 0'” Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 lr well :%hown SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES © on FOR APPROVAL OF CONSTRUCTION ONLY A' DATE — NS. REF. NO. 92-SO-61 Q� U R 0 P/ 0 APPRO u A LOT 11 y�c � t. i o 140-82 2ss tk I N. 85° 35.' S0 � �• '.,� 13 5.82 s " P/ O > Z 0 o � Ra, 'n fe3! �` rnceAn�i is fO w —y� 322.` " N A2.1-m - ° m ® y Q gig t /8/" 9' 3 D 3'3 _ .. � sanE WOO ad r.n i0d -1 med. sana4 ft1 p�OPo CJ \ R=31.64' Zel, m0. . u L=34. 81' p /Z. Ips '" z a J ­n � - 1 O P .The water supply and sewage disposal to - (0 systems for this residence will conform to the standards of The Suffolk County r' Department of Health Services. sell kt l7VV �i� /L+�-� . (broker) 2b•0S.854 13 `: . . Dept G FFOA ,l'50 CoN-���V 10A) 0.3,E 1.ss SURVEY Y OF 0.1'W - Poco. LOT 12 AREA = 16,259 sq. ft.. SOUTH HARBOR HOMES ELEVATIONS ARE REFERENCED' FI LIED JULY '14, 19 64 FI L E N O. 4 09 6 TO AN ASSUMED DA TUM. CERTIFIED T0: A-T SOUTHOLD ° ��N OF SOUTHOLD CHARLOTTE ANN MILLER U.S D.A. FARMERS HOME "OL K COUNTY N. Y. ADM/NISTRA TION T5 - 0 4 — 0 9 SECURITY TITLE 8 GUARANTY CO. (S-107=02-'70) O T. / 1992 (foundofion) SALE' I'�'= 30 ' G , JUNE 3,* 1986 :N'o y, / 711992(final) JUNE 6 , 1986 JUNE 19, 1986 N Y.S.LIC. NO. 49618 JUNE. 4, 1992 PECON/C SURVEYORS, P.C. Prepared In accordance with the minlm.um (51 Q, 765-5020 standards for title surveys as establ/stied P. "BOX 909 by the L.I.A.L.S and approved and adopte MAIN ROAD for such use by. The. New York,-State Land SOUTHOLD, N-Y. 11971 Title Associallon. 86 -1�03 A OCCUPANCY O APPROVED AS NOTED USE IS UNLAWFUL WITHOUT CERTIFICATE EXISTING i DATE: B.P.# S BASEMENT OF O C C p �PA P CY LEDGER BOARD TO BE FASTENDED � FEE: 3/-7-d-0- BY: 4� TO BUILDING WITH TIMBERLOK@ V NOTIFY BUILDING DEPARTMENT AT SELF-COUNTERSINKING SCREWS w 765-1802, 8 AM TO 4 PM FOR THE BY OLYMPIC MANUFACTURING Q j' (2 SCREWS @ 32"O.C.) A FOLLOWING INSPECTIONS: ` COMPLY WITH ALL CODES OF p 1. FOUNDATION --TWO REQUIRED } NEW YORK STATE & TOWN CODES 2X10 ACQ LEDGER w/GRACE VYCOR SELF ADHESIVE FLASHING � FOR POURED CONCRETE AS REQUIRED AND CONDITIONS OF 48'wSTAIR.4rl2tw/RAILING I I 2. ROUGH - FRAMING & PLUMBING (3)2X12 ACQ STRINGERS p• CONCRETE SLAB AT GRADE I 5/4X6 DECKING I 3. INSULATION WHERE STRINGER CONTACTS 4. FINAL - CONSTRUCTION MUST SOUTHOLD TOWN ZBA GRADE AS PER CODE BE COMPLETE FOR C.O. SOUTHOLD TOWN PLANNING BOARD 'T 'T VERT REBAR 12"dia.CONC.PIER w/4 o I o _ ALL CONSTRUCTION SHALL MEET THE 0 MIN.3ELOW GRADE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN TRUSTEES �9 I I I Q ON UNDISTURBED I O0 YORK STATE. N RESPONSIBLE FOR N.Y.S.DEC co SOIL(TYPICAL) I DESIGN OR coi is rRUCTION ERRORS. Ip' I I I N I o0 2X8 ACQ GIRDER (21 2X8 ACQ GIRDER 2)2X8 ACQ GIRDER W O EXISTING L — — — — — — — — — — — — — — — — — — x z0 A 2X10 LEDGER w/ 1' , 1, , 1, O d a GRACE VYCOR FLASHING 6-4 6-4 6- Lo,4 a I 1'-0" -011 o 5/4X6 DECKING 3'-6" 21'-0" 2X8 ACQ DJ @16"OC _ 4 •_; a. (2) 2X8 ACQ GIRDER + 24'-611 ol 4b GRADE $ ` a, FOUNDATION PLAN ;( $..Q 1 _ E' 4 12"dia.CONC. PIER v o SCALE: 1/4" = 1'-0" { <`r w w/(2)#4 VERT REBAR EXISTING v a L ea CROSS SECTION 2)2X8 H SCALE: 3/8" = 1'-0" °" EF 6 REPLACE EXISTING u WINDOW WITH o NEW DOOR .0 N � a O t DRAWN:MHlMS 211-011 JOB 00:UB : 6a5r_":i SHEEr NUMBER FLOOR PLAN SCALE: 1/4" = 1'-011 A-1 a, Y. eY:- WiND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCnON.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4•MAX a n4Ax 4'DW IMUM 4•DIA MAMMUM POST GIRDDVHEADF0. z U g W POST/COLUMN A j Z ME I Izx12x12' in CONCRETE FOOTING /O DECK POST FTC..MNNECTION fry DE K/P.OR H RAIIINC, ILOCATIONI USP NUMBER I DESCRIPTION APPIIUTION O RAIR RAILING pOR.TOf.IRDERMFADER CONNECTION 4141051 PAU440RWE44 POST/BEAM ANCHOR 1APPLYTOEACHFOCITING I "WWW/ USE MIN.(2)112•DIA CAM BOLTS WITH WASHERS AND NUTS —POST PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING �Ly 1-IA'SPACE MINIMUM HANDRAILS GIRDER POST CIRDER/HEADER BAWSI ERS RIMMECK.ST4 POST/COLUMN O CONCRETE PIER I`y, O P QEN_ RAyNT� ATTA[MED TO W Al l W ' HANDRAIL[ONNECTION wo3ALL HANDRAILS SHALL BE CONTTHE FULL LENGTH OFTHE STA IPf.HANDGRIP PORTION OF ALL HANDRAILS VOSf-TaDFCK[ONNECTON �y W HEADER/.LRD R.TO.POR ONNECDON r/ �yj SHALL NOT BE LESS THAN I-1/4'NOR MORE THAN 2•IN tOsCATION USP NUMBER DESCRIPTION APPUCATION USE MIN.(2)1st'DIA CAM BOLTS WITH WASHERS AND NUTS a.ra r� CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL (2)BEAMS PAU440R WE"POST/BEAM ANCM00. APPLY TO EACH PITA W /1 PROVIDEAN EQUIVALENT GRIPPING SURFACE [.IRDE0.MFADER TO POST......N[ONNE[TION 1(3)BEAMS PAU660R WE66 POST/BEAM ANCHOR APPY TO EACH ml- FLASHING IER O Fa-1 FFFII�rrra FLASHING TUCKED UNDER 1 rh TOP PIECE OF SIDING AND V LAPPED OVER FIRSTCONTIN. Fn CD PIECE OF SIDING BELOW ON GIRDER/HEADER UNDIm IRRED sen Q 2-ill'DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON _ CONNECTED TO BLDG.@32-OC UNDISTURBED SOIL(ORGANICS REMOVED) LEM STAIRTREAD FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN O RIM BOARD o p BRACE TUBE FILL AS PER MANUFACTURES INSTRUCTIONS STRINGER POOR FRAMING Zx JOISTS _ _ - EAirll��s -.BI`_—e ..�316�..� BLOCKING FOR JOIST HANGER pfM.TrI..IRDEaMFaDER CONNECTION LAG BOLTS •0 e LOCATION USPNUMBER DESCRIPTION APPUUTION RIM JOIST/BD. at G p 4.450UDCOLUMN PB544/PBSE44/KC4a POST CAP ANCHOR APPLY TO EACH COLUMN a DIRNRBED/POOR SOLI rn STRINGERTO DE[KIPORCH CONNECTION 6.6 SOLD COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-VLAYEROF CRUSHED STONE OR r HOLLCAV COLUMN SIMPSON STRRI/2 M.C.ANCHOR APPLY TO EACH COLUMN GRAVEL m DF[KnrORCH LEDGER[ONNERtON LEVEL AND COMPACT BY HAND O r M LAY PLASTIC BASE ON COMPACTED GRAVEL M]( W LEVEL BASE FR CONSTRUCTION TUBE AND PLUMB p BRACE TUBE RG `�yp, FILL ASPER MANUFACTURES INSTRUCTIONS •A�L @ c`�®u..A���J13l7� �w3 WOODJOIST JOIST CONC PIFR FOOTING. rBICFOOT SYSTEMS FOOTING FORM r•... GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN •S WOOOIOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS I�i7 y' a6tOa j:� GIRDER/HEADER AT LEAST THE EQUIVALENT W DURABILITY AND EFFECTIVENESS OF THAT ppp ter, H PRESCRIBED IN THE CODE Q THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT FLUSH JOIRS WITH HFADER/f.IRDERJ 3'V • opal ACCEPTABLEFORUSEW N.Y.S.. .BASED UPON ICBG EVALUATION SERVICE REPORT " ' 11r. Y O ER-5495 AND SUBJECT TO TME CONDITIONS THEREIN. p aC 'lsS ALL JOISTS CONNECTED TOA PUSH HEADER TO BE SUPPORTED WITH l 'F e`I"c� Y1 U) THEPROPER STEELCONNECTO0. SPLICED IOISTS OVER HEADER/GIRDER n Q _ d IF ABLE.SET FIR JOISTS APROX I/4'HIGHER THAN LVL HEADERS LOCATION USPNUM BER DESCRIPTION APPUUTION TO ALLOW FOR SHRINKAGE JOIST TO OROERMEADER RTIO TYDOWN AN—RCONNECTTOEACH JOIST ''`9EPP 0°�1 Nr c :. HANDRAIL NOTES: DECK 6 PORCH NOTES: CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE i NAILING AII reKNlred handrail,shall be of one of the following types 1).Unless otherahe noted.all f-amtng material to be/1 ACO pressure treated lumber. GROUN WIND SEISMIC FROST WI ICESHIEID NAIL NAIL qq or provided eRuivalent graspaNBry. All fasteners,hangm and anchors;to be galvinlud or dainlea steel. SNOW SPEED DESIGN FLOOD JOINT DESCRIPTION NOTES THERIN LINE TERA4ITE OEGY DESIGN UNDERLAY HAZARDS QTY. SPACING `J 1}Type L HarzMaBs haat dmdar 4 Ina resins shag have an ).[drdea for deck pl-to be belted w eluho d to eels port or pier with w,sd¢rs and LOAD (MPH)CATEGORY DEPTH TEMP. REQUIRED JOIST TO,. 4-Ed COMMO PE0. TOE amlde 10-0.A at least 1-V4 inches and not greats Girders on constete pi shell 6e andared with Proper duel cormectm nndared MODERATE SLIGHT TO SILL TOP PUT.OR GIRDER IOW, NAIL Into concrete wiN a mlnlmism 1/2'din z r Ian chor bolt with washers and nuh. 20 PSF U. B SEVERE 3 FT. 11 NONE than 21 dla.If the handmB h not draflar It shall have o Ran TO HEAVY MODERATE I BRIDGING 2.Ed COMM EACH TOE •�"' paimeta dimension of at lee t 4Inches and nor greater 3).Posh suppaaling girder,shag be anchved to a lYz12x12'1Nd<mnaete footing. TO JOIST END NAIL then 6.1/4 Indus with a maxoaum ams settion d BLOCKING EACH TOE - dsmemIon Rfz-v4 meas Use a,sisdmum V['duzrlong-char bolt with wnshm endforts.Fodings Shall CODE:20201RC,2020NYS UNIFORM FIRE AND BUILDING CODE TOCKINT 2-Ed COMM17O END NJdt ' e 4 R below grade. .. BLOCKINGTO: 3-16d COMMO EACH TOE 21.Type 11.Handrails with a paimeta greater than 6-1/4 4).Dr&Joists to have blmNng at 8'0 o.e. SILLORTOP PLATE BLOCK NAIL -\ - r1 S '^T Indies shall provide graspable finger nems era on both •.. _ side of the profile.The finger reins dull begin with o 5).A mininwm of IO Inch Oaddng dull be installed between the b ing and 1 LL�'�EAM 3.16d COMMO EACH FACE ;v dirtama of 3/4 inch measured vertleity Icom the tolled Ledger to be fastened to building with 1/2'elle bolts with waders and nub eager. SOIL COMPACTION: 7o BEAM JOIST NAILi:' -t•—.� JOIST ON LEDGER PE0. To ° •'�r portion of the profele and ashleve a depth d d least 5/16 at 16'o.c 1).CONTRACTOR TO PROVIDE 50LLTEST TO VERIFY DeLSTING CONDITIONS.MINIMUM 30D8a TOBEAM 3-ed COMMO JOIST NAIL - fruh within 7/B Inch below the widen portion of the ,:APACDY. - DRAWN:A41/MS profile.The reRui,ed depth shall continue for at least 3/B b).Concrete piety shall be a minimum 6`above grade. ]}NOL FRlTOOE[LIMN OF ORGANIC MATFIWL COtJTPACTSM TO VERIFY EYIRiNG SOIL B ODJO� 3-16d COMMO JOIST NAJOISr PER L $CAI.E: ch to a level Hut k not les,than 1-3/4 mdse,below the CONDITION5pW0R TO FILL REMOVE AND AODAODRIONAL FlLLAS NEEDED. Tallest Portion afthe proflle.The minimum while of the 7).AII)oim W be,uppolted whh hangers end anchors.Eads Joist shall also be anchored BAND JOIST TO: PER JOB 4: transits above 0.rem,shall be 1-1/4 Who to a to ghda(s). SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL _dnluln of 2.3/4 bah-Edges shall have a mini nunl 3}COMPACTION OF NEW FLLLStULL BE AT IElfr 95%PROCTOR DENSITY(PER ARM D 698 8).Use st actwith ACC.danchors with Z-MAX hippie proterlive mating or equal AND ASTM D1557J.[OMpAR THE S[IRAT D'UFTS(O'PK:AU-CONTR."L TO HAVE SHEET NIIMB]R radius of 0.01 irsrlses, fw arry conted wiN ACO. flLLTEiTED B!A PROFFLTSIONAt AGENCY FOR COMPACTOM A-3