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HomeMy WebLinkAbout49609-Z SUFFOI� �0�0 coGy Town of Southold 12/21/2023 a P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44837 Date: 12/21/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 820 Mt Beulah Ave, Southold SCTM#: 473889 Sec/Block/Lot: 51.-3-2.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/12/2023 pursuant to which Building Permit No. 49609 dated 8/22/2023 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: deck addition to an existing single family dwelling as applied for. The certificate is issued to Hiney Family Irry Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Authoriz d Si tore TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �� SOUTHOLD, N,Y . . 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#: 49609 Date: 8/22/2023 Permission is hereby granted to: Hiney Family Irry Trt 820 Mt Beulah Ave Southold, NY 11971 To: Construct a deck addition to an existing single family dwelling as applied for. At premises located at: 820 Mt Beulah Ave, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-2.7 Pursuant to application dated ". 7/12/2023; and approved by the Building Inspector. To expire on 2/20/2026. Fees: - .. SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $235.20 CO-ADDITION TO DWELLING $50.00 Total: $285.20 Building Inspector pF SOUTy�Io # # TOWN OF SOUTHOLD BUILDING DEPT. cou N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Dgdf. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( q. katd K 4 Q 1 ^ eA 3t� I � aG OLJee,tP secL s4-au4v,e, alp. Poe-- ktau'd , 411-� DATE INSPECTOR 4 4q U09 ;A "Its I ism a Ism ►tit � ;�; �;.��F� ��,y M �_. � ♦ _ Yji ♦�Sr � ��t• �1_ to P* 4 X yM �K � 1111 t ti111 ,� r qW.— AN Ln at 03 I f � i O f ?IELD INSPECTION REPORT I DATE COMMENTS 6� FOUNDATION (IST) d ------------------------------------- FOUNDATION (2ND) z O H ROUGH FRAMING& PLUMBING i r INSULATION PER N.Y. STATE ENERGY CODE f CNN Aoc o-t.- d ilt4.¢-/l cizz" . s�i2v�f�2e cloGv j 0/7 FINAL 0% 2 G. D. ADDITIONAL COMMENTS h' 12 � 't-� yam► ' rcc ' o z rn � r k b O z x d b H ��SL1fFOLKcoGy2 TOWN OF SOUTHOLD-BUILDING DEPARTMENT N r; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 lei a�� Telephone(631) 765-1802 Fax(631) 765-9502 hltps://www.southoldtoMM.Pov •`'�z:�dF' ' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only LIA PERMIT NO. V o Building Inspector: : ;. ;' D/ JUL 1 2 2023 — Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2 shall be completed. Cil �3tJdhD)I�1G Dom° Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- Project Address: 2 Email: Phone#: �� � ��p S ' C-� 7-7 _ . . _ . ._.. ... TMailing Address: _CONTACT PERSON: Name: Mailing Address: Phone#: Email:: DESIGN PROFESSIONAL INFORMATION: Name:Sean-Madigan, AIA Mailing Address:42_School Street, Hampton Bays, NY 11946 Phone#:(631) 258-4749 Emaii:sean@madicianarchitects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: []Other �d x ii cL-(%K Gt' 0i+ on $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ©No 1 PROPERTY INFORMATION Existing use of property:Residential - Intended use of property:Residential_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC - this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. A lication Submitted B tint name : �(/ /V ❑Authorized Agent ❑Owner pp y(P ) �;/� Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2Ac)-,� 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 jCO day of J w 20 Q� l � 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 �O Q� ZONING INFORMATION I SITE PLAN NOTES BILL&JOANNE HINEY ADDRESS: 820 MT BEULAH AVENUE SOUTHOLD,NY 11971 I THE ARCHITECT HAS PREPARED THIS SITE PLAN BY P R I VAT E TAX MAP ID: 1000-051.00-03.00-002.007 - - George-, n�now or -form,e r I yp,, I REFERENCING A SURVEY PREPARED BY: RESIDENCE TOWNSHIP: SOUTHOLD TOWN Geor e-`P,reCht SC - _ YOUNG&YOUNG LAND SURVEYORS 9 4000STRANDERAVENUE RIVERH Y 11901 E ZONING MAP: TOWN OF SOUTHOLD ZONING MAP N I COI I n O P r e c h t SOUTHOLD, Y 11971 EAD N 820 MT BEULAH AVENUE SOUTHOLD HAMLET(4/182016) THE CLERK ZONING DISTRICT: AC OF SUBDIVISION F FFOLK COUNTY ON MAY29,1981 AS MAP NO.6984 YEAR BUILT: 2001 LOt ':5 APPROVEDA LOT AREA: 44,134SF .. ,. - -S NOTED ARCHITECT (1.0132ACRES) - �/� / /] ® Madigan Architects,PLLC I U'l/L„ `�' MADIGAN Main Road 1971 MAX TOTAL LOT COVERAGE: 8,826SF " DATE' B.P.# +1Southold203 87i 1939 +1 203 (ALLOWABLE) (20%OF LOT AREA) TOTAL LOT COVERAGE: 2,836 SF r� JJJ (EXISTING) _ r� �` . ti - - GO6.41 FENCE .FEE: BY N' 88 04, E, °''E NOTIF BUILDING DEPARTMEN* AT TOTAL LOT COVERAGE: 2,961 SF z FENCE" - ly - -- N - - 765-1,802 8- AM. TO.4 PM FOR THE (PROPOSED) m . 0.3'W (i EDGE'OF. WOODS'. 4 PRINCIPAL BUILDING: o ma000000 (� .. r- -' -- FOLL WING INSPECTIONS: Xm ELECTRIC ROCK WALLS-_ _-__ WEAL 1. .FOUNDATION-TWO REQUIRED _ __ MAX HEIGHT: 35 FT(PEAKED ROOFS)25FT(FLAT ROOFS) ° : METER FO POURED CONCRETE MAX.#OF STORIES: 212 I 1 %' .I. MIN.FRONT YARD: 60FT z Z i - ;. - ; Qo n 2. RO GH-FRAMING,PLUMBING, MIN.SIDE YARD: 20FT - ' '• .'89a-�'--! ,'�',�' .,I .. '.' .� MIN.TOTAL SIDE YARD: 45FT - Q .` 'i DARK GREY HATCH STRAPPING, ELECTRICAL&CAULKING MIN.REAR YARD: 75 FT - - : A - - Q, L^Issue Date&Issue Description By Check ' INDICATES EXTENTS OF r �Qt.��}.'F i '' ,; 3." INS CATION WELL SETBACK: 25 FT(FROM FOUNDATION WALLS) " (jj - , ExlsnrlG RESIDENCE , ;,:o�� , U+ �' ° :; o. . .., "_ :4.'. FIN L CONSTRUCTION&ELECTRICAL 1 0710723. ISSUE FOR PERMIT sQM sQM' ACCESSORY STRUCTURES: - '. 9 ., v :' _ _- I ,,• : s A 2 0711123 BLDG DEPT RESPONSE Sam SQM "' = fl MU T BE COMPLETE FOR GO. (FOR LOT AREAS BETWEEN 40,000SF AND 59,999 SF) fTl A MAXHEIGHT: 22 FT ,''� i' ; _ ' ___ � ;' - .',..'' ALL C NSTRUCTION SHALL MEET THE MIN.SETBACKSIDEREAR: 15FT `I o o REQUIREMENTS OF THE CODES OF'NEW 's-o: O. PORK TATE. NOT RESPONSIBLE FOR 1' _ i ' - 1 1 - 1 I LOy,T10N OF PROPOSED-,_ fiEMY 5 «. - "' cz o:'DE TION ERRORS. LOCATION MAP bi Sp1COPQ OF WORK I � ', .. '0'. - EW.DECKADDMON)' I 7 N C SIG -O,R C, T. ^1.YAf815E�8AOL ) I ADD(r10N TO PADPaTrY UNE •--h PLY t ■ • l .M�I V� OF •'v'! O i�• _ �s.' EVII1fQRit STATE$'�4' PRk-WPFDft YARD (.'.., - 3 -:..•S{i - --------' ----- REQInREC�AND C 93.6' O ------------------ - i ------ - -----------I 1 . f. % o. I r o D fp r t� ',fn -in LIGHT GREY SHADED 1 _ .. I ..Z - f rn _ _ _ I. - AREA INDICATES - -I --' (� _ .: Z .. .I PRIMARY BUILDABLE m .. ��{ / a i '� - I ENVELOPE I. .i.. �.. IRUSM LLD i I r'. 1 _ I' 1 - I.Y.S.DEC I� �. UILDING`'DEPARTMENT NOTES x, o A -----' # ,I rorw `� b,( `1 SeaBSi nature DW-G INDEX'. E SC THIS IS TO CONSTRUCT ANEW DECKADDITION ' - - •"' `:•-'• �`. I +� 1. THE SCOPE OF WORK OF IS TO THE REAR OF THE EXISTING RESIDENCE THE DECK ADDITION WILL HAVE TWO SETS OPPOSING SETS OF STAIRS THAT ALLOW DIRECT ACCESS FROM THE KITCHEN TO THE - FENCE _ (' N BACKYARD. .. - 0.6'wr'.'.:.,' :. .. . �, ( .S' f S 88*04'50 W x 202.24 n , o , Q- n'ow. or formerly' W "y�, �40159 a � Project Name Vincent ,L: Tirelli a pRIVATERESIOENCE �,P:. a"'t""`:r_ .ds , ;r s.,.,w-Is'*'.i:'7z's. ;Z' ... .. - LL p APPLIC�ABLE�BUILDING4-.9DES.r _- L� v4 x a° spa„=.. - Y, .rProjectNumber O. _ _ — — Sheet Name _m m 23009 ALL MATERIALS,ASSEMBLIES,FORMS&METHODS OF CONSTRUCTION AND SERVICE — -` EQUIPMENT SHALL COMPLY WITH THE APPLICABLE CODES LISTED BELOW: Ln _ ARCHITECTURE ZONING ORDINANCE: - - - _' - A-010 SITE PLAN (Description TOWN OF SOUTHOLD-GENERAL LEGISLATION - - A-201 CONSTRUCTION PLAN-LEVEL 01 t•„? „ :,. CHAPTER 280-ZONING A-210 ENLARGED PLANS SITE PLAN A 700 EXTERIOR ELEVATIONS BUILDING CODE: A-710 EXTERIOR VIEWS 7r' (Scale ICC 20181RC (AS AMMENDED IN THE 2020 RESIDENTIAL CODE OF NEW YORK STATE) „ A-760 EXTERIOR SECTION DETAILS i4 1. 29-0- ENERGYCONSERVATIONCODE: - _ - :. A-780TYP.FRAMING DETAILS i1: ICC 2018IECC I. A-781 TYP.FRAMING DETAILS Rel.North A 782 TYP.FRAMING DETAILS (AS AMMENDED IN THE 2020 ENERGY CONSERVATION CODE OF NEW YORKSTATE) - ` .. - -- I NATIONAL ELECTRIC CODE: A O O NFPA 70 NATIONAL ELECTRIC CODE 2020 1 SITE PLAN 1"=20'-0" ©2022 SEAN MADIGAN E:1DropboxXMadigan Chi Architecturel0l_Projectsl23011_820 Mt Beulah Avenue-Bill&Joanne HineyW1_ModeIs123011_820 Mt Beulah Avenue.rA CONST. PLAN NOTES BILL&JOANNE HINEY 1.DARK HATCH INDICATES EXISTING BUILDING ARIA NOT IN P.R I VAT E SCOPE OF WORK RESIDENCE 820 MT BEULAH AVENUE SOUTHOLD, NY 11971 --------------------------------------------------- - f 1 I 4.61ff 11'-P 4'-610 ARCHITECT I - 1 ,,,;t,a•�a•; ...,�, Madigan Architects,PLLC 1 I �'r.MIACI1GANa"1' 53610 Main Road 1 •=" "'-=-- 1 "L�'} f - Southold NY 11971 ------- — - i t _ +1(203)871-1939 1 1 - PROPOSED DECK- I 1 I Z, s - G- - Rsa ROOM- -S ` a !r i 1' i 1 X I:a•'i I 1 t I Issue DateB Issue Description By Check "�� roarerm i" 1 07/07/23 ISSUE FOR PERMIT SQM SQM J, T 7' A 2 07/11/23 BLDG DEPf RESPONSE SQM SQM -_- -- •'% - __ .tea'"~ Av -_r - _ _ _=rs4i`_ _ ,r ^'l:y�•:'...'- - -ay a • 106 T..t a_a,_ _ °' 11•IS 7 ill. 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T � � ��-�•� i �.5� >.*3 n".'fit` 'S^.'� t: I, 'a:�q d• r s� Y- I . +Sk�F: x '' I JANNOTATION LEGEND 1T� 040159 �p Project Name PRIVATE RESIDENCE 1'; ® EXISTING CONSTRUCTION TO REMAIN - - - - -- ® NEW PARTITION Project Number NEW STRUCTURAL CONCRETE WALL 23009 ' NEW WALL FINISH MILLWORK (Description CONSTRUCTION PLAN-LEVEL 01 LINE OF MILLWORK ABOVE E)C0] PARTITION TYPE TAG sale (REF.PARTITION TYPES) 1I4'=1'-V ® DOOR NUMBER TAG (REF.DOOR SCHEDULE) Ref.North WINDOW NUMBER.TAG O (REF..WINDOW SCHEDULE) A-201 ©2022 SEAN MADIGAN E:%DropboxWadigan Chi Architecture\01_Projects123011 820 Mt Beulah Avenue-Bill&Joanne Hiney101-Modeis123011-820 Mt Beulah Avenue.rvt BILL&JOANNE HINEY PRIVATE al'-034' ' RESIDENCE A-7fi0 A-760 • 18-103'4' A-700 4-6VZ 1P tp C-67? 167�tor 107 107 10 La' 107 820 MT BEULAH AVENUE 4'-314• .1'-3 ¢ 4'-7 C-7 1'-3 4'-3114• R' i6A3' 107�H' 107�8' 1 11'-0' �B' R' n• 107/3' 8' SOUTHOLD, NY 11971 12 16 12 8 12 16 12 ' � � � ,,❑A ,a;p<'.❑,;n n-„c v',c .n-❑-p-,❑,-p.-❑•-❑.p..a-p-a-. -o-.c..❑%p":❑-.❑.•❑,�❑�.a,v. tY cr,❑�Q;,cr..v^,v�wsr,n.. S 15 7 15 1 V G;Trr. -- - - - --- r. - - ARCHITECT ' 14 13 13 14 g b b b - - --- - - - Madigan Architects,PLLC _ 53610 Main Road 9 10 MAD) Southold NY 11971 Aa 41 ss - 12 12 _ - - -_-- +1(203)871-1939 w 12 -$�- -- rnEm 'o.-env-.❑�ff',o,�n•:e,-c�a _- s _ _- -_- - e•-p<-er-r❑•,e-'❑�.a,-o�te.;- 1or�3 mrni• 1er�a• 16rre•; t 1? 112 � 12 � ---- -- - S�-- - - J o 33N' 33l4' —_ Ey ___ - — -- ——____ — 0 3 A-700 S 1'-P 1'-P 1'-0' 1'-0' 1'-0• 1'-P 1'-P 1'-P 1'-R 3 A-700 2 a r---__—_—___— __.__ ._ —.____ ❑ ❑ p � ❑ 7. 17 AIssue Date&Issue Description By Check T SQM SQM .\. -./ .•\ / _ `\ \ -----�------------------T --- - --- -- A 2 0711123 DGDEPTRE PONSE SQM SQM �A/ IF7� f\ - - 2 FRAMING PLAN-PROPOSED DECK-LEVEL 01 1 CONSTRUCTION PLAN-PROPOSED DECK-LEVEL 01 LOAD CALCULATIONS SHE-ET NOTES (CONTINUED) tN-2- TRIBUTARY AREAS: O72x4 PRESSURE TREATED DIAGONAL BRACING ATTACHED TO SUPPORT POSTS. POSTS 1A,1C,SA,&5C - 4.58 SF REVERSE DIAGONAL ON EITHER SIDE OF POST.SEE DETAILS FOR FASTENERS. a-6v4• 4'-7 6-6114• - POSTS 2B,38,-4B -20.57SF LEDGER =44.23 SF O8 2.8 PRESSURE TREATED HEADER JOIST. MIN.FOOTING SIZES: (NYS IRC TABLE R5o7.3•il g 1Q 2K10 PRESSURE TREATED WOOD BEAM.SEE DETAILS FOR FASTENERS. 1p ❑ I ❑ �,, _-� POSTS 1A,iC,5A,&5C =20'DIAM.(14'DIAM.MIN.) ( ) POSTS 2B,3B,4B -2o'DIAM.(2o'DIAM.MIN.) _ 10 PROVIDE BLOCKING BETWEEN JOISTS,ALTERNATED TO ALLOW FOR END 3 2a I 3s ---- fr 3 POST SIZES: (NYS IRC TABLE 5o7A) NAILING.LOCATE BLOCKING ABOVE SUPPORT BEAM. 2 2 '2 - POST HEIGHT. 1'-2' POST DIMENSIONS: 4x4 NOMINAL 11 PROVIDE BLOCKING BETWEEN PERIMETER JOISTS TO SUPPORT PICTURE FRAME y 2 3 DOUGLAS FIR-ACQ PRESSURE TREATED f1 N r v DECK BOARDS ABOVE. \� �.� MA SeaOSI nature �7 sF MIN.BEAM SIZE: (NYS IRC TABLE R507.5) 44 PRESSURE TREATED RAIUNG SUPPORT POSTS SEE DETAILS FOR.x , 12 BEAM DIMENSIONS: (x212xio DOUGLAS FIR-ACQ PRESSURE TREATED CD 2 2 FASTENING. _ _ _ BEAM SPAN: 4'-Z (5'-11'ALLOWABLE) ' - A. 3 _ 3 BEAM CANTILEVER: V-3' (1'-53/4'ALLOWABLE) s 13 4x4 PRESSURE TREATED POST BLOCKING TO EXTEND DOWN AND SUPPORT s - MIN.JOIST SIZES: (NYS IRC TABLE 5o7.6) STAIR LEDGER a _ JOIST DIMENSIONS: 2x8 DOUGLAS FIR-ACQ PRESSURE TREATED JOIST SPACING: 12'O.C. JOIST SPAN: 6'-51/2' (32'-W ALLOWABLE) KNOTCHEO PRESSURE TREATED STAIR STRINGERS EITHER SIDE OF ' JOIST CA RAILING POSTTSS AND EVERY 12'O.C.TO SUPPORT STAIR TREADS - - ---- ---- -- - ---- -- -- - - J CANTILEVER: 1-6 (i-11 ALLOWABLE) B PRESSURE TREATED STAIR RISERS,RIPPED TO EXACT HEIGHT.TO BE CLAD Project Name 040159 15 WITH FINISH RISER FASCIA. PRIVATE RESIDENCE - SHEETNOTES F N�' 16---------------------- ----------------------------------------------- 2.8 PRESSURE TREATED STAIR LEDGER BOARD,SEE DETAILS FOR FASTENING 1D BIG FOOT BF20-INTEGRAL FOOTING TO BE CAST AS ONE ELEMENT WITH I Project Number CONCRETE SONOTUBE PIER(NO COLD JOINTS) 17 DECK TENSION TIES TO SUPPORT LATERAL LOADS ON DECK PROVIDE 23009 i BLOCKING BETWEEN FLOOR JOISTS TO RECIEVE TENSION TIES.SEE TYP Q2 8'DIAMETER CONCRETE PIER,POURED INTO SONOTUBE Q F G D1 1 S FOR RE INF A )Description --_ Q3 4x4 PRESSURE TREATED STRUCTURAL WOOD POST DESIGN CRITERIA ENLARGED PLANS 1 ®2x8 PRESSURE TREATED LEDGER BOARD.SEE DETAIL FOR FLASHING AND FASTENERS. DESIGN LOAD CRITERIA: (Sale MIN.UNIFORM LIVE LOADS =40 PSF (NYS IRC TABLE R301.5) 12"=1'-0" SO 2.8 PRESSURE TREATED DECK JOISTS SPACED 12'O.C.MIN.PROVIDE VYCOR GROUND SNOW LOAD(Pg) =20 PSF (NYS IRC FIGURE R301.z(6)) DECK PROTECTOR TAPE ON TOPS OF ALL JOISTS ULTIMATE DESIGN WIND SPEED -z3o MPH (NYS IRC FIGURE R3o1z.(5)A) Ret.NrnM MAX.BEAM MIDSPAN DEFLECT. =V36o (NYS IRC TABLE 507.E a) 3 FOUNDATION PLAN-PROPOSED DECK-LEVEL 01 ©SISTERED DECK JOIST AT LOCATION WHERE DECK BOARD PICTURE FRAME MAX.BEAM CANTILEVER DEFLECT.=V38o (NYS IRC TABLE 507.E a) �-� O BEGINS.SEE CONSTRUCTION PLAN MAX.JOIST MIDSPAN DEFLECT. -V360 (NYS IRC TABLE 5o7.6 b) MAX.JOIST CANTILEVER DEFLECT. =V18o (NYS IRC TABLE 5o7.6 C) ©2022 SEAN MADIGAN EADropbox Madigan Chi Architecture\01_Projects\23011-820 Mt Beulah Avenue-Bill&Joanne Hiney\01-Models\23011-820 Mt Beulah Avenue.rvt l FINISH LEGEND BILL&JOANNE HINEY L U2� CODE PRODUCT PRIVATE - - - - LEyEL12 _ _ - - _ _ -3L6EVE CONCRETE - CW MD(41101-STRUCTURALCASTIN PUCECONCRETE 4000PSI RESIDENCE I COMPRESSIVE STRENGTH MIN. PLASTIC PL-01 SB'PVC TRIM PAINTED WHITE TO MATCH HOUSE TRIM.BOARD J WiDTHSAS REQUIRED TOACHIEVE DESIGN.(VERSATEK) 820 MT BEULAH AVENUE WOOD SOUTHOLD, NY 11971 ! WO01 SWx4'DECK BOARDS-M4HOG IMERANTI)-PICTURE FRAMEDAROUND DECK PEWMETER(RSS) . l WD02 ?IC FINISH GRADE CEDAR LUMBER-VARI=SWDTHBOARDS- PAINTED WHITE TO MATCH H=SE(Ras) 3'-312 III .� WD03 A=PRESSURE TREATED WOOD LUMBER-CONSTRUCTION 1 - - L�J- HGRAD OUSE DOUGLASFIR:PRIMED&PAINTEDWHITETOMATCH ARCHITECT 4'-612' I 7-1P 12 12 2-7P 1'-T RAILING SPIN -'-+�- -1--' Madigan Architects,PLLC RAILING TOP CAP I I 63610 Main Road ® J`I} MADI Southold NY 11971 RAIUNO RAILING TOP CAP RAIUNGTOPCAP Z RAILINGSPINOLES — ! +1(203)871-1939 POST i SHEET NOTES LEVEL Di - -"'DIX' STAIR TREADS >o WD01 STAIITREADS FINISH FASCIA STAIR RISERS FINISH FASCIA , R-01 - PL-01 b a STAIR RISERS PL-01 "w PL-01 yE•OVERHANG.ryp• n /� 3R'OVB0IANG,TW. - m CONCRETE PIER CONCRETE PIER I/ issue Date&Issue Description By Check coot =-0t 111�3 1 07107/23 ISSUE FOR PERMIT SQM SQM -1�I-11 1=1 I —I I I 11i=1 hI I I III I I I—III—III-11 -I I I—I I I—I 11—I I I I��I ITI ='III III—III—III—I I I�I I 1=1 11=1 I I - A 2 11 BLDG DEPT RESPONSE SQM SQM 1=1 11=1 I—III—I -- _DTM —I 11=1 11=1 11= El 11=1 11=1 11= = 1=1 1=1 11=1 I I-E_=1 11=1 11= -III—III—II I—III=1 I IL 11-1 I I=IL-1 I I-1 I —i —I -I I I—I I I—I I I-1 I I±I =I 11=1 I '1 11-11 I�OfNCRETE 1=1 1=1 I I-1 11—I I I —I I-1 1-1 1-1 I'{�I 1 I 1� 1 I '1-1E1 1 -1 I—I 11—I 1—II 1�TiI 11 1 1 1PCNG—I 1=1�1—I 11-1 1 I=1 I 1=1 1=l I I-�r1.1 11� I C I_rl�l 1=1 1=1T1=1111=1 1�= 111=111=111-11!I-A 1- 1 I-FN=1 FI-H l ii-.II—I,I 1 =111-1 -111 I,I—I I.�1111111111111111111 ,; III, III I I I 3 EXTERIOR ELEVATION-PROPOSED DECK-SOUTH 2 EXTERIOR ELEVATION-PROPOSED DECK-NORTH 1 A-760 L� - - -..vf .J-,-'--'4L..� ' .-�_ L2 - 1_� _ ._,;1__ �a.l._Yl_� - -'I'�'-L•_vl _i,_-•:11!1 _L.•-- ---J.L_ ._i.-.�..ate__!-L::_.:_ _-i_._L_�-.`�-_ -�- - i -'-- - - -_�.._ .I�i �. �i� - -"!� i_,_��.__ �I, I� - ---`-- - - I-4—�• ',i i i __i - --`---r�`-I -'I�'I�I � �!�i i 'r I ! ;I If .- LEVEL02 OL . ` tll, LI ,�.� J L i I �I �I I I - — —� - T _ ANNOTATION LEGEND - �� - _-- -:l - _ -._ _ REIF.FINISH I SCHEDULE) SeaBSi nature -'POSTS- '-SPINDLES'-'. ``I--,'- • ( _LI_ WD03' _®_ - _ — RAILING TOP CAP _ - _ _ !_ ._ . v� •7:t .' RR Z _ J - _ - _ Wpm _R - - _ _ _ FLOOR FINISH TAG ! Tk 'L-!y (REF.FINISH SCHEDULE) a •'1 r, WALL 1 t _,I r1L i -vb'�\ f - ; �zb I- -- NISH TAG' -T L REF.FIINISH SCHEDULE) (. u._.. y - - - - - - - _TOP IT- �'� ci•1.'�.ox ---� - = WALL I WALL BASE FINISH TAG _-- -f - - - -`_ -� II - _ I' f --- !• ,I Y _ - LEVEL (REF.FINISH SCHEDULE) ��. 401 59 ij OIL I^ _ _ _ _ _ _ POST^ — -_ _._ Z6'-YY ,� 1 f- ELEMENT ELEMENT FINISH TAG Project Name PRIVATE RESIDENCE[XX-X]( (REF.FINISH SCHEDULE) STAIR TREADS wo-ol 0-0 ELEVATION TAG ° (FROM SURVEY POINT U.O.N.) I Project Number 23009 FINISH TRANSITION =1�1=1�1=1•�1=1�1=1�1 1�1=1�1=1�I 11 I 1_1 1 I 1=1�1=1�1=1�1 1�1=111 1-�1 I NISH FASCN—III 11— 1=EKPD6ED 1 I 111=111 INISN FASCIA 11 1�1 11 1�1 III=1�1=1�1=1�1 I�1=1�1=1�1= � (REF.TRANSITION DETAILS) 1=1 1=111=1 1-111=1 11=1 I—I 1=1 11=111=11 I I I 1—I 1-111-111-111 1 1-1 PL-01 !I 1 11 1 I 1 FRAMI 11 1 I I PL-01 !— I I-1 11 11-111-1 I I—I 11-111-1 11-111-11 I-1 1 4' Description _ _ FLOOR ELEVATION CHANGE ____-to• (REF.SECTIONS&ELEVATIONS) EXTERIOR ELEVATIONS. =I I I II 11111111111 11111 11111 111111 11111 111111 111111 I oat 1111 111111 1 1 11=11 1 11 = 1=11 �D-01 111 — 1=11 t 111111111 1111 1 1 0_01 11 11111 11 11111 11 11111 11111 1 ® DOOR NUMBER TAG I I 1 I 1 I 1 1=1 1=1 1=1 1=1 1=1 1-1 1 i —coNCRETE �DNCRET�--1=I I-111=1 1 I-1 11=1 1-111=I 1-1 1 1=1 I-1 1 1=I 1-1 11=1 1-1 1�_1 I—�11=1 1=1 11=1 11 1=1 1=111 1 IF OI=OTIN1G.—!I I—=I I—I1 II I�—_1 I—�I —=1 I =11 I I�=IITII NG I1 1_=1 I I=� 1=CO1 NI C�_—� —_=�I =1 11�=111=1 1 I1=I1 I1 I1=I1I1I1=I�II I=I1 I I�_I�III 0 (REF.DOOR SCHEDULE) Scale =FOOTNG: o As ind cated Ell -°Ca WNDOWNUMBERTAG (REF.WNDOW SCHEDULE)EXTERIOR ELEVATION-PROPOSED DECK-EAST „2„=,,-0„ A-700 ©2022 SEAN MADIGAN .E:\Dropbox\Madigan Chi Architecture\01 Projects\23011-820 Mt Beulah Avenue-Bill 8:Joanne Hiney\01-Models\23011-820'Mt Beulah Avenue.rvt . BILL&JOANNE HINEY -LI __ -L.-'L ! li -�-�-'-__ l' II - t', 1'; !..I' I' 1;1"-.I - ---• - - - --- - 'I` t� `��� i. — _ _ :�f'';.:`I',�i.' ,JIB •..J —I I PRIVATE - „`. TE I VA i �I _J Y 1 `1 l, - � J a I i_I-'.Ii I LI I''�r�L LI,L Ii't -. I I. LLI•� 1I - - I��IJ�:_I, I LI I-J I' •'. .. ,i1t r-1 . i I li- . I RESIDENCE I I� 4 1_ I rIL I •i 820 MT BEULAH AVENU E _ II, is S THOLD NY OU�-11.-�� -;I - - — --r'L'',,'-�. - .r�'�•+.:�r 1.1 .l •�` .,�i I�� , I r�'�;. I,i".f I ;(��I',i,r: 11971 .,I _.__ L_ __I_J_iJ 1._ ZJI_ JI. i III a 'Ij...I' ARCHITECT i .Y �•,_, Madigan Architects,PLLC I I I �, I - �•J� ��^' ',I i •d 53610 Main Road l Y1191 Southold N 7 F. d `I �i: 1 03 871 1939 I I;I`vL� z r'V Ii1 it c > i� I — �`I.I_ I — WL r , J I � yh I I I I.I I i 1- .I J _ Issue Data&Issue Description By Check 1 07/07/23 ISSUE FOR PERMIT SQM SQM A 2 07111123 BLDG DEPT RESPONSE SQM SQM 1 EXTERIOR PERSPECTIVE-REAR AXIAL 4 AXON-OVERALL-NE ;1 I .i `.I �1 i' I i -1• s U tJ"r . i,fil, ,I' I�, l i l.'I,j•.,." II .,jl'-li.' I 1!.,�„ I - - - — -- — .. .. I, •Ll.,i '`r.... f i ,I III'.. ill f ,I Tj Lj i I j`; /1 SeallSf nature V 7 i, 9 / it - I ''nn b A __ .� I•- .I ._y O 9) 040159 • _ .. - Project Name PRIVATE RESIDENCE Project Number _ - - 23009 y , (Description EXTERIOR VIEWS Scale n AXON-STRUCTURAL-NE A-• 1 0 ©2022 SEAN MADIGAN E:1Dropbaz\Madigan Chi ArchRecture101 Projects123011 820 Mt Beulah Avenue-Bill&Joanne Hineyl01_Modelst23011 820 Mt Beulah Avenue.M SHEET NOTES BILL&JOANNE HINEY I)BIG FOOT BF20-INTEGRAL FOOTING TO BE CAST AS P R I VAT E ONE ELEMENT WITH CONCRETE SONOTUBE PIER. 0 10"DIAMETER CONCRETE PIER,POURED INTO RESIDENCE SONOTUBE 820 MT BEULAH AVENUE I. 0 4x4 PRESSURE TREATED STRUCTURAL WOOD POST. SOUTHOLD, NY 11971 ( ®2x8 PRESSURE TREATED LEDGER BOARD.SEE r DETAIL FOR FLASHING AND FASTENERS. 0 0 EXISTING SLIDING DOORS I 2 5O 2x8 PRESSURE TREATED DECK JOISTS SPACED 1? ARCHITECT ( 12 TO REMAIN ( A-760 O.C.MIN.PROVIDE VYCOR DECK PROTECTOR TAPE Madigan Architects,PLLC EXISTING SILL FLASHING TO REMAIN ' - ON TOPS OF ALL JOISTS MgpICgN South old Main Road NY EXISTING FLOOR FINISH (REPAIR AS REQUIRED) Arrl�cG S1(203)871 19391 To REMAIN WCOR PEEL&STICK FLASHING TAPE i- ©DOUBLED DECK JOIST AT LOCATION WHERE DECK LAPS DOWN SHEATHING OVER LEDGER ,I - BOARD PICTURE FRAME BEGINS.SEE ENLARGED BOARD. EXISTING PLAN, EXISTING PLYWOOD RESIDENCE SUBFLOOR TO REMAIN SCHEDULED DECK BOARDS - 3 C SFRRAMIEXTERIOR G DEoTAILsvAnDNs&TYP A-760 7Q 2x4 PRESSURE TREATED DIAGONAL BRACING EXISTING 9-12'TJI FLOOR Ii �L _ LEVELm I ',(� ) E�ti ATTACHED TO SUPPORT POSTS.REVERSE JOISTS TO REMAIN .-i///� L _ yg•_r I-- , , 10 DIAGONAL ON EITHER SIDE OF POST.SEE DETAILS PROVIDE BLOCKING ' r f 4 SEE FSCHERAMING DECK PLAN JOISTS. RAMING DETAILS �, 1 - 'LEVT - FOR FASTENERS. BETWEEN TJI JOISTS TO +,�. .I .�� , _MOUNT TENSION TIE ''� 8O.2x8 PRESSURE TREATED HEADER JOIST. i SCHEDULED JOISTHANGERS _ '�;--; SEE TYP.FRAMING DETAILS 1] EXISTING BAIT ,t �.,':' -::�... .. %.', g ( ■ -- .-. rr INSULA710N 9Q x2 2x10 PRESSURE TREATED DOUGLAS FIR SCHE -N ( ) MOUNTED TO EVER IMJOIS S TIES ONLY i - STRUCTURAL BEAM.SEE DETAILS FOR FASTENERS. EXISTING RIM JOIST. '�,° ° a / ° ° ° °i MOUNTED TO END RIM JOISTS ONLY _ 70 REMAIN .rs A .y QA�����/ - ` ''���� '; � SEE FRAMING DETAILS , EXISTING PLYWOOD mv° ° o r ? '; �%- o ° ° °. r , _ _ _ 10 PROVIDE BLOCKING BETWEEN JOISTS,ALTERNATED I/Issue Date&Issue Description By Check SHEATHING TO REMAIN _ _ _ _ w III—III—III—III III Ell I I I I— I I—III III—III- TO ALLOW FOR END NAILING.LOCATE BLOCKING 1 07107/23 ISSUE FOR PERMIT SQM SQM '" ABOVE SUPPORT BEAM. EXISTING DOUBLE SILL w / �'-!;. .,� WCOR PEEL&STICK WEATHER II—III—III—III—III III I —III—II III— III—I A z 87111/23 BLOG DEPT RESPONSE SQM SQM PLATE TO REMAIN 1�1a A iti / FLASHING BARRIER BENEATH SILL f - I =III—III—III III—� III III III— I.—I I III—I I FEW FLASHING AND RUN DOWN FACE OF b I I—III—III—III— III— — III— I —III—� 11 2x18 PRESSURE TREATED STAIR RISERS,RIPPED TO t, , EXTERIOR SHEATHING. _ _ „ EXACT HEIGHT.TO BE CLAD WITH FINISH RISER SCHEDULED LEDGER BOARD I I I—I I I—I I —I I I - - III ry� —I—Ill- III—III FASCIA. SEE FRAMING PLAN&FRAMING DETAILS I N-- -I-N—I•N -I-"1 -I-1 =-I-�-- COEXIS IINTGGREI ORCE ''-'"�-n^5y+:?;= %s;+'iA'•,r"r'�' I - I I I=I I I=I I I= I I—I I —I I I—I I I- 12 4x4PRESSURETREATEDRAILINGSUPPORTPOSTS. WALL TO REMAIN - - �.� t I =III=III=III=III=11 —III=III=III=III=III=III=III=� SEE DETAILS FOR FASTENING. I I I—I I I—I I I—I I I—I I I—III—III—III—III—III—III—III—I 1I— �y'�*' I I=III=III Ell I=III=III=III=III=III=III=III=III=III=l @ 4x4 PRESSURE TREATED POST 13LOCKINGTO =I I I=III=III=III=III=III=III=III=III=III=III=III= LEV�EL99 . EXTEND DOWN AND SUPPORT STAIR LEDGER 14 KNOTCHED 2x12 PRESSURE TREATED STAIR _ III—III—I I—III—III=III=III—III—III—III—III—III—III= I' � O STRINGERS ON EITHER SIDE OF RAILING POSTS AND III — I—III—III—I I I—I I —I I I—I I I—I I I—I I I—III—I I I—III—III—I EVERY 12.O.C.TO SUPPORT STAIR TREADS -III-III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= 15 2x8 PRESSURE TREATED STAIR LEDGER BOARD,SEE DETAILS FOR FASTENING 3 SECTION DETAIL-DECK LEDGER AT SLIDING DOOR SILL 1 DECK SECTION-TRANSVERSE 3"=1'-0" V2"=1' SIMPSON STRONG-TIE LSCZ ADJUSTIBLE STRINGER CONNECTOR 1 17-DECK TENSION TIES TO SUPPORT LATERAL LOADS A-760 ON DECK PROVIDE BLOCKING BETWEEN FLOOR JOISTS TO RECIEVE TENSION TIES.SEE TYP FRAMING DETAILS FOR MORE INFO. 8-610 S-13W 5-1316• Y-612 12 ,i1 s SeagSignature _ LEVEL 01 2S .,13_:' . `C b TYPICAL NOTES �j �4015� �O '- 16 15 � a 14 15 9_ _ _ 3 16 14 -, - PROVIDE GCPWCOR DECK PROTECTOR TAPE ON TOP EDGE Frojed Name - b. OF ALL JOISTS,BLOCKING.BEAMS STRINGERS,OR ANY OTHER 11 3 ] 11 HORIZONTAL SUPPORTING FRAMING MEMBER. PRIVATE RESIDENCE —III III—III—I I I—I I I—I I I I I I III—III—I I I—I I I I I —I I I—I I —I I I I I—I=1—I I I—I I I—III III III b III III I I I—I I I— III=II—IIII—III—III I I=III—III—III III—III III III III I—III=III III— Project Number_ —III 2 11—III—III—III 2 III—I 1 2 III III—III—III 2 1 I 1—I —Ill III 23009 III —III—III—III—III II— —III-- I—II Eli II—III _1E III II—III—II - -II I I I-1 I —I I I I I I—I I I— = 1—I —I I I I-1 i I—I I I I Ill. t r=d t f- = _ Description 1 III—III—III—III= — 1 I —III III—III—1 — 1 —III—III EXTERIOR SECTION DETAILS I I 1=1 11= —I 11=1 I I—I 11=1 11=1 11= —I 11=1 I I—III— 1=1 I I—I 11=1 11=1 I —i 11=1 11=1 11=1 11=1 I — Scale As indicated 2 DECK SECTION-LONGITUDINAL - - A-760 - ©2022 SEAN MADIGAN EADropboxWadigan Chi Architecture\01_Projects123011-820 Mt Beulah Avenue-Bill&Joanne Hiney\O1 Modelst23011_820 Mt Beulah Avenue.rvt • (8)0.148x1-12"GALVANIZED NAILS OR (8)0.148x1-12"GALVANIZED NAILS OR (8)0.148 x 3 GALVANIZED NAILS OR �TYR F 01111NG'NOTES BILL&JOANNE HINEY DOUBLED DECK JOIST AT (8)#9x 1-12"SD CONNECTOR SCREWS (S)#9x 1-12"SD CONNECTOR SCREWS (8)#9x 2-12"SD CONNECTOR SCREWS 111 --- --- - LOCATION WHERE DECK To_BLOCKING BETWEEN EXISTING TO DECK JOIST FASTENING TO BEAM P R I VAT E BOARDS PICTURE FRAME FLOOR JOISTS AROUND PERIMETER (4)0.162x 312 GALVANIZED NAILS OR Floor sheathing Lateral RESIDENCE (4)09 x 2-12"SD CONNECTOR SCREWS IN diameter nailed at 6"max. TO JOIST HDG threaded on-center to joist rod with nuts with holdown 820 MT BEULAH AVENUE 0 and washers SOUTHOLD, NY 11971 +Continuous flashing SIMSON STRONG-TIE \- (per code),not sho LU528-2Z CONCEALED FLANGE JOIST HANGERS b _ ZMAX GALVANIZED FINISH 0 0 0 - ---" ---- -o 0 00 ARCHITECT Madigan O e 0 s,PLLC 361 Main,Road O MADI 5 1971 (6)0.162 x 3-12 GALVANIZED NAILS OR O Southold 1 +1(203)87171-1939939 (6)#9 x 1-12"SD CONNECTOR SCREWS TO LEDGER BOARD Floor joist Deck ME o (Solid 2x joist or foist a 2x blocking) ° LEDGERBOARDFASTENEDTO EXISTING HOUSE RIM JOIST,SEE (4)SIMPSON STRONG-TIE TYPICAL LEDGER BOARD DETAIL DTT2Z DECK TENSION TIES SIMPSON STRONG-TIE ZMAX GALVANIZED FINISH BCS2-214 POST CAP ONE PAIR ON EACH (6)0.148 x 3 GALVANIZED NAILS OR ZMAX GALVANIZED FINISH PERIMETER RIM JOIST TO (6)#9x2-12"SDCONNECTORSCREWS ' PROVIDE DECK-TO-HOUSE FASTENING TO POST LATERAL LOAD CONNECTION 9FRAMING DETAIL-DOUBLE JOIST HANGER AT LEDGER TYP.FRAMING DETAIL-LATERAL TENSION TIE AT LEDGER - 3 TYP.FRAMING DETAIL-WOOD BEAM TO WOOD POST 12"=1'-0" Issue Date&Issue Descdpdon By Check (6)0.148 x 3 GALVANIZED NAILS OR 1 07107123 ISSUE FOR PERMIT SQM SQM TYPICAL INTERMEDIATE DECK (6)#9x 1-12"SO CONNECTOR SCREWS A 2 07/11/23 BLDG DEPT RESPONSE SQM SQM JOISTS - (6)0'13l x 212 GALVANIZED NAILS OR (5)#9 x 1-12"SD CONNECTOR SCREWS 4x4 WOOD POST TO JOIST SEE FRAMING PLAN FOR MORE INFO (4)0.148 x 3 GALVANIZED NAILS OR (4)#9 x 2-12"SO CONNECTOR SCREWS TO JOIST min. side cover I ° Pp") 0 SIMSON STRONG-TIE -� I 0 ll L...CONCEALED FLANGE I ` JOIST HANGERS ZMAX GALVANIZED FINISH O II (6)0.148 x 3 GALVANIZED NAILS OR ° I I- •a(6)09 x 2-12"SO CONNECTOR SCREWS II TO LEDGER BOARD I — o•o SIMPSON STRONG-TIE H2 SAZ HURRICANE TIE ZMAX GALVANIZED FINISH 1 0 LEDGER BOARD FASTENED TO EXISTING HOUSE RIM JOIST,SEE (5)0.131 x 212 GALVANIZED NAILS OR 00 I J SIMPSON STRONG-TIE - TYPICAL LEDGER BOARD DETAIL (5)#9 x 1-12"SO CONNECTOR SCREWS -=(1)12"SIMPSON STRONGJIE g �r ° o ABA44Z - TO BEAM TITEN HD THD5040OHMG GALVANIZED MASONRY ANCHOR O' ADJUSTABLE POST BASE ZMAX GALVANIZED FINISH 8 TYP.FRAMING DETAIL-INTERMEDIATE JOIST HANGER AT LEDGER n TYP.FRAMING DETAIL-BEAM TO PERIMETER JOIST r1 TYP.FRAMING DETAIL-WOOD POST TO FOUNDATION 12"=1'-0" 12"=1'-0" - 12"=1'-0" SHEET NOTES (12)0.162 x 312 GALVANIZED NAILS OR --�� - - -- — - -- -�- �'^\ PN VIAD,^ RIM JOIST AT RIGHT AND LEFT (12)#10 x 1-11Z"SO CONNECTOR SCREWS OR l✓ t'> ENDS OF DECK - (2)12"DIAMETER GALVANIZED BOLTS seal[SignaWro (4)0.148 x 1-12 GALVANIZED NAILS OR (4)#9 x 1-12"SD CONNECTOR SCREWS (4)0.131 x 1 12 GALVANIZED NAILS OR TO RIM JOIST (4)#9 x 1-12'SD CONNECTOR SCREWS � TO JOIST ((J (6)0.148x3 GALVANIZED NAILS OR (1)518"SIMPSON STRONG-TIETITEN 6)#9 x 2-12"SD CONNECTOR SCREWS GALVANIZED MASONRY ANCHO4SSR ®� TO LEDGER BOARD GALVANIZED MASONRY ANCHOR o �4 01 . 0 Pro!ect Name ~ SIMPSON STRONG-TIE PRIVATE RESIDENCE 0 ABU44Z ADJUSTABLE POST BASE WITH UPLIFT ZMAX GALVANIZED 0 FINISH 0 Project Number o ='d� 0 23009 D SIMSON STR LED FLANGE ONG-TIE I '• Descdpt100 LUC26 Z CO NCEA . JOIST HANGERS TYP.FRAMING DETAILS ZMAX GALVANIZED FINISH SIMPSON STRONG-TIE - HIAZ HURRICANE TIE •I -t 7 (Scale LEDGER BOARD FASTENED TO ZMAX GALVANIZED FINISH -t.• 12"-T-0" EXISTING HOUSE RIM JOIST,SEE •• _ TYPICAL LEDGER BOARD DETAIL - L%r•-•' _ - (4)0.131 x 1 12 GALVANIZED NAILS OR , (4)99x 1-12"SD CONNECTOR SCREWS _ TO BEAM -•� e Q 7 TYP.FRAMING DETAIL-CONCEALED END JOIST HANGER AT LEDGER 4 TYP.FRAMING DETAIL-BEAM TO INTERMEDIATE JOIST r l TYP.FRAMING DETAIL-WOOD POST TO FOUNDATION WITH UPLIFT A-7 V O 12"=1'-0" 12"=1'-0" 12"=1'-0" ©2022 SEAN MADIGAN E:1Dropbox\Madigan Chi Architecture\01_Projects123011_820 Mt Beulah Avenue-Bill&Joanne Hiney\01_Models\23011_820 Mt Beulah Avenue.rvt ITYP. FRAMING NOTES BILL&JOANNE HINEY C1 Bona joist � y PRIVATE I 2x blocking I I 2x blocking ;s _ '= RESIDENCE c. � r, r• `� -- 'Note:Far fasleNrg rim ..:,�.,'�'� . I �. 5'.. �y_ lam.., .'' ► joist to r m board end 83tjc ' • , P ,• _ � � ,� kledkjdsts Preddbrg ioj•-. sf 820 MT BEULAH AVENUE •.ia¢ for troslaniszza000B _ •� ' SOUTHOLD, NY 11971 Rim joist x blocking Rim joist seeds is recommended _ • C.1 fy �. usIM a%'dm bit. Detail C Plan Yew Detail C Isometric Yew Detail B Plan View Detail B Isometric View ARCHITECT 1.RJm joist to Mn board or Madigan Architects,PLLC Post deck Idsts 1 W from top 53610 Main Road Post Rim'aist and bottom edges, MADI Southold NY 11971 Post tram side edge using Post +1(203)871-1939 1.Rim joist to deckjoist 3 8'SDW52280pDB. 1.Rim lxlard b 2x 114' 114' /' 1le' 1Yz' 2RMjoist to post end Rim bond to tram It 41 Ye'tram top and t.broci ,to 2x odorlg 2'trorrl top ..•. ,Z• bottom edges using •�r 1�' doddng 13:•tram IAI a 8'SOW522800DB, i4•,I top and bottom 1 tr^ g w and bottom edges, Band •I' r 1a�• toP and bottom 2Rimjdsttopostand I edges using X� GtLJ IAl tr�b,l edgesustrg .••,i _ ��... s ,• cardered on post ushtg ULSt I'I^I 8'SOWS22800DB. '- 2x bbddng Y tram top 5'SDWS22500DB. 114' 8'SCNJS22800D8. �,.,,,i 1Ye' 114' sso bottom iy" ttt 3y 1)4' 11Y 3.Film Joist to 4xbwdkhg and 2x bbddng I W from 1a�• top and bottom edges cemered on 4x bloddng 1 using 8'SDWS22800DB. Detail CA Front Elevation Detail C2 Side Elevation Detail BA Front Elevation Detail B.2 Side Elevation TYP.FRAMING DETAIL-GUARD POST WITH ADJACENT JOIST - TYP.FRAMING DETAIL-GUARD POST AT CORNER Issue Date&Issue Description By Check 1 07/07123 ISSUEFORPERMIT SQM SOM 7-7 A 2 07111123 BLDG DEPT RESPONSE SQM SQM 2xblocldn d• g 2 r I 4x blockngmid Y ' 1' Band Joist Detail A Plan View Detail A Isometric View Detail D Plan View Detail D Isometric View 1.2x Uoddng to post- . opposing screws 1' from outer edges of post. Post Post Post 1.Pom bird to Dk bloddrg Post 2x blocking 2%-from bottom edge 1Yz' 7' INT 1Yz' 1.Ftmjort to deck Mars 141 Band joist 1'e tram tap aw of 2x bbddng using 1 W from top aria bottom edges lying r r 5'SlTN522rND8. } I �I i I.I bottom edges using; i....�, t�• 1.tidingIto 2r tloddr,g ti:'tram t 8'SDWS22800D8. I 2.2x dodmg to 4x �i I I I'I� 8•SDW522800DB. I",I;�; top and bottom I•I_'n y 2 Rtrn board fo post and 1#el� bioddng-opposing 1, 2 Rmjdst to Post and r.�.'®, edges using _I fll� 4x tioddng 2'from top lib' 1 I It tii screws 1'from outer - - _ 2x blod ft 2'from top 5•SDW522500DB. �•a ad bottom edges using edges of 4x bbdmg, 1Yz' 2 11z' and bottom edges using 13/' 1 - 8•SDNS228000B. T 4x blockin 2%"from bottom edge - 8'SDW=800D6. of 2x bbd ft ustrg )• 5'SDWS2250kx1B. Detail A.1 Front Elevation Detail A2 Side Elevation Detail D.1 Front Elevation Detail D2 Side Elevation 4 TYP.FRAMING DETAIL-GUARD POST ON RIM JOIST 3 TYP.FRAMING DETAIL-GUARD POST BETWEEN JOISTS ,2"=''-0" 12"=' °" cSHEET NOTES , ��� MAD/ !!!Tgnature /, P :1yLn G �r 1x,sows,sso/ �. 040159 (D 1.4x4 post sin Project Name opposing PRIVATE RESIDENCE screws.i'W from Detail B:Plan View Detail B:Perspective �'( , • 1u' top and ew View bottom 1W edges using 1W 3'OWS163W. IProject Number Lkx,sawslam 2.Install 1'from where 1.Fasten guard rail 1.Fasten guard rail g guard tails join guard F.W., sowsls3m post at 30°angle. to guard post _ r to guard post F.W. ,v,• 1 Wfrom top and r i:'from top and , - 1W bottom edges using t ` bottom edge using - I Description 14< 3'SDWS163W. 3'SDWS16300. TYP.FRAMING DETAILS Detail A:Plan View Detail A:Rail-to-Post Detail A:Elevation View u 2.Install 1'tram where 2.Install 1'from Perspective View guardrails join where guard ra0s guard post at 30' join guard post at Scale SUWS163W angle into post. SDWS163W 30'angle into post. 12"=V-0' 1 J Detail B:Elevation View(Front) Detail B:Elevation View(Side)- 6 PAW'NG DETAIL-GUARD RAIL TO GUARD POST � TYP.FRAMING DETAIL-GUARD RAIL TO GUARD POST AT CORNER A�781 ©2022 SEAN MADIGAN E:tDropboxXMadigan Chi Architecture%01-Projects\23011-820 Mt Beulah Avenue-Bill&Joanne Hineyk01-Models123011-820 Mt Beulah Avenue.rvt , JOIST BELOW DECK BOARDS i 1;,'I'I' 'FR'AMING';'NOTES BILL&JOANNE HINEY DECK ECKO I2"O.C. Ley z-:i•--.1,_�'.:\; =e�.',•^»,..:i:. , SPACE PRIVATE 1 1 RESIDENCE 1 0 1 820 MT BEULAH AVENUE 1 0 1 SOUTHOLD, NY 11971 I I l01 to 0 ALL SEAMS BETWEEN 10 01 DECK BOARDS SHOULD ARCHITECT SITABOVETHE Madigan Architects,PLLC CENTERLINE. THE I`O 1 JOIST BELOW.EACH 53610 Main Road DECK BOARD TO BE Southold NY 11971 I I FASTENED TO JOIST AT +1(203)871-1939 1 0 1 END AS SHOWN 1O1 1 0 1 2-10d box(3"x 0.128"),or 2-8d 29 Bridging or blocking to joist common Each end,toe nail D CK BOARDS SHOU SPACING ELD EN BOOARDS DECK O EACH JOIST (21/2"x 0.131";or 2-3"x 0.131")nails _ FALL BETWEEN I/8'AND USING(2)BD THREADED - 114"THROUGHOUT ALL NAILS OR SIMPSON SEASONS OF THE YEAR STRONG-TIE DECK-DRIVE CALIBRATE DECK BOARD #10x 2-1/Y DHPO SPACING TO HARDWOOD DECK /1 TYP.FRAMING DETAIL-BLOCKING BTWN JOISTS REQUIRED NAILING ACCOMMODATE THE TIME SCREWS 12"=P-0" -- OF YEAR THAT THE - BOARDS ARE INSTALLED Issue Date&Issue Description By Check 1 07107r23 ISSUEFORPERMIT SOM SOM A 2 07/11123 BLDG DEPT RESPONSE SOM SOM 11 11�2 2x 1Girders - ' and Beams r1117 (Face Screw) SDWS FRAMING(SOWS16) JOIST SPACING 17 O.C. BEAM PLIES SHALL BE FASTENED WnH TWO ROWS OF 0.128 z 3"10D GALVANIZED NAILS OR V I FASTEN JOIST ENDS TO 1 SIMPSON STRONG-TIE SDWS16212 SCREWS. HEADER JOIST USING SDWSt6212 SUei'{ FASTENERS TO BE SPACED EVERY I6"O.C.ALONG THE n I (2)SDW'JOISTDB LENGTH OF THE BEAM. SCREWS AT 1-12"FROM - Spacing I staggered in hY0 r0Y/5� I S I TOP AND BOTTOM OF �I HEADER JOIST. ' �Ir u Beam Assembly Detail* 11 Tastesling pattem,4 w n applies to each ply of the bLalt-up 2x bemn. 1-Y2 - n TYP.FRAMING DETAIL-JOIST TO HEADER JOIST 2 TYP.12 FRAMING DETAIL-BUILT UP GIRDER REQUIRED NAILING SHEET NOTES , (8)0.148#9.,Ix1.12"CONNECTOR NAILS OR IN O R M JOIST SD CONNECTOR SCREWS SD SIMPSON ONSTRONG STRONG-ME INTO RIM JOIST SDWS22400DB STRONG DRIVE SDWS TIMBER SCREWS SeagSi nature STAGGERED PER THIS DIAGRAM AND SPACED EVERY 9"O.C. r Rim board Wood ypDcpxy COORDINATE LOCATION OF FASTENERS WITH JOIST • HANGER SPACING BEFORE INSTALLATION Exterior daddmg, panel sheathing gashing and oMer %"max thdmess Ledger Wenerspacing may be ar tasterrersrmtsholm fastened per cede offset upto3`fo avoid interterence 12 max. forcladfy Rim board 11/i to t"from widlidstaltachment 12'max �b top at ledger and rim N ,n.w7T ��— min. �J U40159 f to,��opp y0 / uJ I `T SDWS Tunber scram O' Project Name �. Support 2�' w I staggered verb 3"minimum framing mom' li spaced in accordance O O vertical �maming, PRIVATE RESIDENCE Support ■ with�� framing Project Number 2x deck I1h"to 2"from 23009 ledger shown 6'from On-centre spac6tg O} rimbottom of lebwrd er (dwNe 2r end of ledger SDWS Timber screvrs and ( ledgersimdar) Description TYP.FRAMING DETAILS STAIR STRINGER,SEE (8)0.148 x 1-12"GALVANIZED NAILS OR FRAMING PLAN (8)#9 x 1-12'SO CONNECTOR SCREWS INTO SIDE OF STRINGER Ledger-to-Rim Board Assembly SDWS Timber Screw Spacing Detail for Ledgers scale (wood-framed lower floor acceptable,concrete wall shown for 12'=r-0" SIMPSON STRONG-TIE LSCZ (1)0.148x 1-10 GALVANIZED NAILS OR Illustration purposes other fasteners not shown for clarity) ADJUSTIBLE STRINGER CONNECTOR. (2)#9x 1-12"SD CONNECTOR SCREWS ZMAx GALVANIZED FINISH INTO BOTTOM OF STRINGER TYP.FRAMING DETAIL-STAIR STRINGER TO-STAIR LEDGER BOARD 1 TYP.FRAMING DETAIL-LEDGER BOARD TO HOUSE RIM JOIST 12"=1- 12"=1'-0" A-782 ©2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Architecture\01_Projects\23011_820 Mt Beulah Avenue-Bill&Joanne Hiney\01_Models\23011_820 Mt Beulah Avenue.rvt