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HomeMy WebLinkAbout50116-Z @" ° y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ,,. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50116 Date: 12/11/2023 Permission is hereby granted to: en LLC Reba Gre.. ...._ ............... ......... ......... ........ 381 Monroe St Brooklyn, NY 11221 To: Construct additions and alterations to an existing non-habitable, non-sleeping accessory garage to include a wine cellar, deck, outdoor shower, interior alterations, windows and doors. Manufacturer specifications are required for the wine cellar HVAC system prior to the issuance of the Certificate of Occupancy. Garage is to remain non-habitable and non-sleeping. At premises located at: 63875 CR„48,Gre"ort SCTM # 473889 Sec/Block/Lot# 40.-1-21 Pursuant to application dated 8/2/2023 and approved by the Building Inspector, To expire on 6/11/2025. Fees: ALTERATION OF ACCESSORY BUILDINGS $554.00 CO-ACCESSORY BUILDING $100.00 Total: $654.00 wawa.... ...� Building Inspector 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 igjps 1mrw�'.souttiol imp� Liy.gqy Date Received 9 LET 0 1 V E-3 For Office Use Only PERMIT NO. 0 I I Building InspectorAUG 2 P02 Applications and forms must be filled out in their entirety. Incomplete BIJ11,I)INGDEPT. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 7.24.23 OWNER(S)OF PROPERTY: Name:Dante & Lynn Leven SCTM#1000-40-1-21 Project Address:63875 Rte 48 Greenport Phone#:801-734-0085 Emall:danteleven@gmail.com Mailing Address:15 Wendover Road, Forest Hills NY 11375 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Email:joanchambers10@gmail.com DESIGN PROFESSIONAL INFORMATION: I Namelou Schwartz Mailing Address:7 Ridgewood St, Bay Shore, NY 11706 Phone#:(631) 410-6838 Email:tiderunnereng@gmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Othernew windows&doors/outdoor shower/wine cellar/small deck Will the lot be re-graded? Dyes R No Will excess fill be removed from premises? ❑Yes 9 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 i, R_80 this property? ❑Yes *No IF YES, PROVIDE A COPY. ® Chedk IBox 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 210.45 of the New York State Penal Law. Application Submitted B (print name :Joan Chambers WAuthorized Agent ❑Owner PP Y(P ) g Signature of Applicant: Date: CONNIE D. BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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. Swann efare me this y of 20-a5 &U-n' i Notary Public 'll ti( ( IIIIII'R I OWNER AUTIWIUZAI ION � (Where the applicant Is not the owner) U, residing at do hereby authorize to apply on my b If to a of Southold Building Department for approval as described herein. 07/25/2023 n ' Date Print Owner's Name 2 FQ RMWAxTIE]k STO Scott A. Russel SUPERVISOR Y � 1{AA GE I��I[]E1��[� e ] SOUTHOLDTOWNHALL-P.O.Box 1179 p w rA w � lJ®uthQbd 53095 Main Road-SOLrrHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FO RM ( APPLICANT INFORMATION TO BE COyIPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ) mmAPPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other') NAME,. l�IJ C WI &0E'er Date: n; ,,, y is uarrc' Contact Information; Pro ert Address ! Location of Construction Site: S C.T.M. 1000 District Section Block Lot _:...m _ . TO BE COMPLETED PLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than I Acre_ No .P.D E.S Permtt is Ple�Tred I 01 Project does Not Dischar;e to Waters of the State, leo S,P.Q E•S. Pes'nMit e rii°ed ® - Area of Disturbance is Greater than 1 Acre& storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E,S, Permit DIRECTLY Frrarn N.Y.S. D.E C. Prior to Issuance of a Buildin' Perrrrit, [] - Area of Disturbance is Greater than I Acre & Stor;ri-,4vater Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D,E».S„ Permit'thrott 'h the Southold To�nr i E irteet in Ike artrurent~ Prroa"to Issuance of a Buil wrr Permit, 7 � Date J ,.-. �..-. Y, C�15-T(1C flrrnl , 90l q MAP OF PROPERTY AT GREENPORT, TOWN OF SOUTHOLA CO.OF SUFFOLK, ST.OF N.Y. o�G _ SCTM NO. 1000-40-01-21 v PAM — 1 � t a .` I S v� I yd + �\ N •t - ' x 6 A. T� � F ��pA� b � •�j�. _ k 1 }t �y'9 to z lid - :Y yy S 1 111 d V_ -A" YGuy! X� i A* z 1 anal t Q 10Qix 11NR1YYIL N1NIC71NC Mff OMEN NYIYYOIf. _.. i sr#r INIOIN� 1mMIDi OA Mt106 m 71NN 9NNEY v N , u{k � •J $x ,E3 1 ty S�t7�i 5�F i4 OF 718 f�V IONt�[�uC�HGir� \ �f � lalf O � Ei€ P Sk1CY kN' �' .i 1#16 � ; -- vmlo ONE ca". 0OINCAmNtlt�T[N laml!>i1I.1.Nal OLY m lNE RNsul SURVEYm:lI NOV 2017 - pLAlAND JOfifYIyJ.VQJNA mirplr,asa wowEa. xo of na NaN.r m nc mlc PETER A.GROBEN NNNort AM= N9 lLWd N6TI11110NI Ln=Nos:M 7c m - NIPOIUINa/t oR aumENr LAND SURVEYOR NY LIC.50808 P.O.BOXT04RIDGNY 11087 \ss '�£ ryg7 �� ��. OWNER(S):MS.LUCYBARNES 631."0.4750w a art n rs4/nrts r Na novmm 6C7M 1000-b-01.21 WINDOW SCHEDULE TYPE NOTES .c: ANDERSON 400 SERIES FWG 3380S 1ST FLOOR EAST �� .i•.fie\�",:.,. EXISTING 0 3'-2-3/4"x8'-O" FIXED . \\ WAWN 2860 EXISTING AWNING UNIT " .'\ ' EXISTING O TO BE REMOVED 1ST FLOOR EAST `\ A '_a1 µ . EXISTING 3 1ST FLOOR NORTH X TO BE REPLACED ANDERSON 400 SERIES AW 251 EXISTING O ANDERSON 400 SERIES AW 251 TO BE REPLACED 1ST FLOOR NORTH EXISTING O5 TOBEREPLACED ERSON 400 SERIES AW 251 1ST FLOOR NORTH WAWN 2860 EXISTING AWNING UNIT EXISTING O6 TO BE REPLACED 1ST FLOOR WEST J- 4 4— EXISTING EXISTING O WAWN 2860 EXISTING AWNING UNIT TO BE REPLACED 7 1ST FLOOR WEST EXISTING ANDERSON 400 SERIES (3) CW13 O8 TO BE REPLACED 2ND FLOOR SOUTH EXISTING gO ANDERSON 400 SERIES (3) CW 13 2ND FLOOR SOUTH TO BE REPLACED t/) 4'-7' ANDERSON 400 SERIES (3) CW 13 L EXISTING 10 TO BE REPLACED 2ND FLOOR SOUTH 7'-10" 7'-10" WCM 2840 CASEMENT EXISTING 11 TO REMAIN 2ND FLOOR STAIRWAY EAST EXISTING 12 ANDERSON 400 SERIES (3) CW 13 TO BE REPLACED 2ND FLOOR NORTH ON 400 O O © O O EXISTING 13 TODBRSREP ACED SERIES (3) CW 13 2ND FLOOR NORTH EXISTING 14 ANDERSON 400 SERIES (3) CW 13 2ND FLOOR NORTH TO BE REPLACED (2) 11-7/8"x1-3/4" LUL FLUSH HEADER TYP. / EXISTING 15 WCM 2840 CASEMENT 2ND FLOOR WEST \\)vTO BE REPLACED \ / EXISTING 16 WCM 2840 CASEMENT 2 TO BE REPLACED ND FLOOR WEST \ / NEW 17 ANDERSON A SERIES 3 SASH GLID. 1ST FLOOR SOUTH 8'-0-1/2"x5'-0-1/2" P \ NEW 18 ANDERSON A SERIES 3 SASH GLID. 1ST FLOOR SOUTH i 8'-0-1/2"x5'-0-1/2" \ ANDERSON A SERIES 3 SASH GLID. REMOVE EXISTING CEILING a� NEW 191ST FLOOR NORTH T CEILIN LISTS FROM AREA T 8'-0-1/2"x5'-0-1/2" A NN20 ANDERSON A SERIES 3 SASH GLID. X NEW2ND FLOOR SOUTH O n / 8'-0-1/2"x4'-0-1/2" 1:0 ANDERSON A SERIES 3 SASH GLID. O / NEW 21 8'-0-1/2"x4'-0-1/2" 2ND FLOOR SOUTH cJ \ ANDERSON A SERIES 3 SASH GLID. NEW 22 8'-0-1/2"x4'-0-1/2" 2ND FLOOR SOUTH / \ NEW 23 ANDERSON A SERIES 3 SASH GLID. 2ND FLOOR NORTH 8'-0-1/2"x4'-0-1/2" \ NEW 24 ANDERSON A SERIES 3 SASH GLID. 2ND FLOOR NORTH ANDERSON A SERIES 3 SASH GLID. CATHEDRAL CEILING i NEW 25 8'-0-1/2"x4'-0-1/2" 2ND FLOOR NORTH / L OPEN TO LOFT ABOVE J \ ANDERSON A SERIES FIXED GLASS 3 m 3 NEW 26 2ND FLOOR WEST (3) 1-3/4"x11-7/8" wL BEAM — — — — — — — — — — — CUSTOM SIZE DETERMINED ON SITE SLAB ON GRADE w EXISTING 8'-3" CEILING HEIGHT —O VELUX FIXED SKYLIGHT M04 NEW 27 2ND FLOOR NORTH-EAST (NO CELLAR) w 30-9/16"x38-3/8" + + VELUX SKYMAX FIXED SKYLIGHTS (6) Q z NEW 28WEST ROOF U) oui d 32"x96" EACH U " w �Z ~ } 29 � U W Lu ❑ © w w o 30 z x a O O O DOOR SCHEDULE • � [}. � w EXISTING CONCRETE SLAB POLISHED AND SEALED w EXISTIIJG 11-7/8"x1-3/4" LVL JOISTS @ 12" OC > TYPE NOTES J 8'-0"x6'-10" SLID. GL. DR. EXISTING AO TO BE REPLACED 1ST FLOOR SOUTH M x EXISTING BO 8'-0"x6'-10" SLID. GL. DR. 1ST FLOOR SOUTH TO BE REPLACED 0 8'-0"x6'-10" SLID. GL. DR. EXISTING O TO BE REPLACED 1ST FLOOR SOUTH REMOVE PARTITION WALL EXIST. PARTITION WALL fo EXISTING D BOARD & BA'-0" HINGED DDOORS C - - - - - - - - - - - - - - - - - - - - O SHED SOUTH EXISTING 6'-0"x8'-0" HINGED PATIO DOORS NEW DECK O TO BE REPLACED 1ST FLOOR WEST 2x12 ACQ LEDGER BOLTED TO FRAMING W/ ANDERSON A SERIES GLID.PATIO DOOR 3/8" EPDXY COATED SCREWS @ 12" OC STAGGERED. NEW O 1ST FLOOR SOUTH 2x10 ACQ DECK JOISTS @ 16. OC. ABPAT12080 11'-10-3/4"x8'-0-1/2" uj (2) 2X12 ACQ GIRDER ANCHORED TO 14" DIA ANDERSON A SERIES HINGED INSWING DR. O UTILITY CONC. PIERS TO 36" MIN. BELOW GRADE NEW G 1ST FLOOR SOUTH C STORAGE CABINETS K 5/4x6 WOOD DECKING TYP. O 3180AR 3'-1"x8'-0" LRV " GRAVEL BED BELOW SHOWER O ANDERSON A SERIES 81180 SASL 1ST FLOOR NORTH .i. , •;,' 1 8 o NEW H g'-11"x8'-0" FIXED/HINGED/FIXED TEtiAP. NEW OUTDOOR SHOWER 2X4 ACQ @ 16OC I O " ANDERSON A SERIES GLID.PATIO DOOR 3 I LAD W/ 1/6 VERTICAL CEDAR o NEW O ABPAT12080 11'-10-3/4"x8'-0-1/2" 1ST FLOOR NORTH 'I�• '' ADD NEW PARTITIONS — 0 V/,C, RELOCATE LAV. I N EXTERIOR & INTERIOR. ® I I "' NEW O ANDERSON A SERIES FIXED GLASS PANEL. K 3180S 3'-1"x8'-0" 1ST FLOOR NORTH t,,jJl & W.C. _ I ANDERSON A SERIES FIXED GLASS PANEL. 00 NEW OL 3180S 3'-1"x8'-0" 1ST FLOOR WEST 1r 1. 2 2 I 3' 4 2' -5' 32' NEW ANDERSON A SERIES GLID.PATIO DOOR U MO 1ST FLOOR WEST 0 0 o ABPAT12080 11'-10-3/4"x8'-0-1/2" RELOCATE PLATFORM & 3 RISERS @LOFT. Q I O I E LU REMOVE SECTION OF WALL — � = I I U O SH R °B I ; NEW O ANDERSON A SERIES FIXED GLASS PANEL. 1ST FLOOR WEST —RELOCATE STAIRS FURTHER TO THE S�UTH TO ALLO�"I I 3180S 3'-1"x8'-0" mmw UJ — — _ O FOR NEW DOORWAY TO PROPOSED WINE CELLAR_ oo IREMOVE CEILING TO CREATE CHAMBER O ANDERSON A SERIES FIXED GLASS PANEL. [ — FOR SKYLIGHT NEW P 1ST FLOOR SOUTH X I I 3180S 3'-1"x8'-0" I r I INTERIOR SOLID.CORE FLUSH PANEL DOOR WINE CELLAR ^' E:IST. STARS P ( I STACKED EkST. PWD. RM. I IC\ / I NEW O ` V U 14 RISERS TO LOF ( I M 2'-6"X6'-8" UP 4 RIS ( gD W.C. E IMI TE PL FO M CLOSET UNDER O I I O @ -3/ " I _6.. T RE RI ERS @ of I I STAIRS N I I I I I -0 I NEW O INTERIOR SOLID CORE FLUSH PANEL DOOR POWDER ROOM r LO 1 H ND AIL TO OD I I I — I NEW DECK v POCKET DOOR 2'-0"x6'-8" EXIST. I 1 NEW O INTERIOR SOLID FLUSH PANEL DOOR CLOSET UNDER STAIRS 0 3'-0"x6'-8" Lo ( � O I I � PANEL ® REMOVE EXIST. wIND I NEW O CEDAR B&B DOOR OUTDOOR SHOWER �, REPAIR WALL 2'-6"X6'-0" 0 I GRADE LEVEL DECK GRADE LEVEL DECK 1 W O WINE CELLAR 12'-2" —NEW PARTITION I O M O 2X4 @ 16"OC CD Iw I Iw 1/25 PAINTED GYP. BD. O `— o to STORAGE I I0 UNHEATED STORAGE ADD R-21 INSUL. @ o to CONCRETE SLAB I to X CONCRETE SLAB @ INTERIOR SURFACES I NOTE: EXIST. 2X6 RAFTERS. I� I I� w SHELVES & A.C. UNIT I AS PER OWNER CONFIRM MAKE AND MODEL OF ALL WINDOWS & CONCRETE FLOOR I DOORS WITH OWNER PRIOR TO PLACING ORDER. I OWNER TO CONFIRM SCREEN CHOICE, HARDWARE CHOICE AND INTERIOR FINISH AND EXTERIOR A� l Qs I I POS $ -° I COLOR. OWNER TO APPROVE HINGE PLACEMENT OWNER TO APPROVE WINDOW & DOOR LIST 1 ST FL. - - — - - -- - -- - - - - - - - -- - - - - - - � PRIOR TO ORDER BEING PLACED PLANS 19'-0 - 7 . 19 . 2023 1 /4"= 1 '-Ovv EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN 0 E 1 r � W �O 77006 ne .FF _'77��� 1I�,I "- JOAN CHAMBER, (631 )294-4214 , •rig , i //\��./) �I W V) V) - - 16- - - -I- - - 15 - - - - - - - - - - - - - - - - E T I� ll� ><---- - - - - - - - -- � \ L-- - - - - - - - --j : 0 I I I i - '- - - - - - - - '- - - - - -\ - � ' � ( OPEN Tq BELOW w Ti S = IN IN NEW RAIL @ �DGE OF LOFT , I LU NI rrI (`} N ' N I w I Z 1 xI I 0 I 1 M EXISTING 2X10 RAFT @ ERS 16" OC EXISTING 2X10 R(ETERS @ 16" OC 1 i I i EXISTING 2X8 COLLAIR TIES @ 30" OC EXISTING 2X8 COLI AR TIES @ 30" OC I I I I I I 1 1'-63.. I 7'-03.. ,-21.. 4 4 2 I I, REMOVE EXISTING PARTITIONS 1I I II IL III LJ Ji III u uj Ui r� I III 3 ui 10 r I 112 J III ()0.00 oo X III X I N III N III F] I 2 'III I I 2 RELOC4TE PLATFORM & 3 RISERS 16 LOFT. 11 w II II ��/ ( HALF WALL I I z ■ J EXI TIN STAIRS N T 1S FL OR D 14 RI ERS TO 1ST FL OR uj /\ 1 AN RA L T C DE : I 11 11111H - - - - - QI- - - -- - - - - - - - QI- - - - - - - L.0 O 00 O O SHED ROOF OVER STORAGE SPACE -EXISTING SHED ROOF OVER STORAGE SPACE_ O Rik /A�2 Ati ' 77006 F°p�oF 2ND F L. SS :k PLANS EXISTING SECOND FLOOR PLAN PROPOSED LOFT PLAN 7 . 19 . 2023 1 /4"= 1 1-01v 3"VENT THRU ROOF WATERTIGHT FLASH.TY I I 13" � PWD. RM II AITM SI K 51 K WASHER 3" 3" TO EXIST SEPTIC SYSTEM ALL PLUMBING WORKTO CONFORM WI NATIONAL STANDARD PLUMBING CODE,LATEST EDITION,AND LOCAL REQUIREMENTS JOAN C HAM B E Rt. PLUMBING RISER DIAGRAM (631)294-4214 , \\ . �o`' -� M :��a\\\��:�...::.5�\tea.:,a7•n��.uv�.'v a, X I ) THREE 32"x96" SKYLIGHTS -- — — — -- ON EACH SIDE OF RIDGE RE O O za EXISTING FIBERGLASS/ASPHALT SHINGLES— . : L. la LH T. it II ......1 . ..i'...._. i li :� : . � ' - - ! >.� 11 L: I 11 J :�.,, ! I �T I . .TI}� — �1i✓ �.,� �!`T.TI _::`?"l^ �._ ..., ���!+�� . --. 0 ? 1 2 I I - a � _I L FIXED JI FIXED FI i I' __ . I — is !, I_?.<...... . .. ,. ,....;;. ,.i.. GLASS GLASS J,,,...�,...:.. I iIII �. I I: I. ! .i ! �L 1 .'J.,:..1...._. ..i_J..... ..I.._ i. ;....1 i.... .... I r I ' I 1 I I ; ; �i_ !. IL i l i i i L`i . i i 3..' i I - i I. i i I II I I : I ._ 1. � .. J t_1 : •1.. :....;. .. .. .J. .. .. I ( ,. II I I I I ! 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T Lj I NEW OUTDOOR SHOWER Li i.l ,.,, ,J,. . IL.... . t_.J.....J..I. P 17 F 18 G / .....:...... ! I . 0 ` J f I 0 STI DO Ll Li 1L'" I `1 a y • 1 Ll 1 /F N e O�S JUD if .1...1..1..liI...1. .l.l .J .i. '.... / 1 f` I ! I J, :: .. : :: : !, i 3 I i I ; '� i :' i i i '�, 1 1 1,`� .i........ ,...1 I I 1 1 } i I �, I � iyi 1 ;I l i � f r ,i J .. . 1. G..1 Jl.. ..l ...� ., 1. L.I { L.: I. ,..l...l :..(........ ..._Il.... ...J EXISTING 1X8 VERTICAL CEDAR SIDIN �. O L.....1, i : ,I, L, M.. .,.1...... .... ..� . ...... .... , ..... .r..l_ L . J.... ..,.1J...: U_.. 1.....,.J_... .. E�ISTI EC I . I � ;.: �.I._.:...1 L,..... .....A� _.._�.... ......�'....� lµ._�'... ,. L 11..1 . 'TOP,: I LAB OF I NEW DECK SOUTH ELEVATION WEST ELEVATION ............. EXISTING FIBERGLASS/ASPHALT SHINGLES i1 ! L' _i jujl J.. . 11 I .. 1.1 l! L .r,;...1<.,I ..:I..€.LI ..,:€.,1.1-1,1_11 I. � ... L!.,::._1. 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I I L. :<. ;.L..: i l l.1 ,i i i ( iI I i ! !! !, i' ! e , . i� I REPLACE EXISTING VERTICAL SIDING W/ NEW CEDAR SHAKES ` ( STORAGE AREA I �J I ; I I I' i t I I I i i r I 1 1 1I`:. 1_ I R� ..�>t` r�rl r�i�`a4...sro�>�t�.. . .,. . � .A.K �I i O � 7 .l i it I' I i( �i I' I ..........:.... I1 :1.:..... .,......:. 1. <. ,..:.._..:.........11 L. ,...._.I ............. _,..L..G..,..: .�1�..`�.,.._ ..1`i... } : .: ,: ,, < .: ,�1 . .<1 , 1. :..1 _1.1.�_I...i (I ...L,..;.:..1:......:...:.....I1......I. ....:_.._' .L...�:.....J ..1.. I " I. i ' If I is i il.. '! ' Wit' _,1L L '� i I J —a I O -�- _--� ._�:���I�,-�I�.=�-,�.�T::i�_._i I .(_._!. I ,._1 J:. __��..�:. ' ilii I , ,. , ? :4-_. ; _.l.-�,.: ;.�•:....1•�-�1.�s--�..._.. . .-,�.-.�-.:_,-� , rL_. ,�(......i _F:...:�,ll....J_�1,..�....1:.. L.�. ....�.�,1.,...-... 1.�i...-:,..,1.1 EXISTIPJG SHED ROOF OVER I II I i I! ( I I I i! 14 i 1 _......._. 1.l }I .. . :�,i .. :1 :.L... :I... .....i..;�:...1::....:..1..:L .1.._:....J`�,.!..., ....11...1. ...1.... ...I:....:-(._..._..( I . i �•i , �.I STORAGE AREA 1_ I i, !I 33 ff 11co -_... :.1_._:_,.,�.__�i_L1....1...L,.,C.....:_..L..., v......:�_ '...il..._.;1..L1.._ __.li..L.. __.1:.......�__�1.:1i....�.., 1 I I i; '1.µ1..r I I i...l. :. :.>.... . .. .. . ........:. i ... . : ,.:....,I ,. ,..... ..<.a. I „ ..I , ....1.........1..... .... ....1.. .. .. ,.> . ._ I .._ r..l . . . . .1..._.... ,: 1.:. ,..11..._:.1._:..1.'i_.. ...l.i.. ,: NEW OUTDOOR SHOWER ,. :. .. .. .. .. I I i i { 11 EXIST. i . I: .J...... .... . 7.,. 1.1 . .I(..vi..l,. :. I I..:..1.,. .., I . POST i .. is i itis os I. i 1..1. II.. .. I .. .� �- i ' !! I 1 ' }:t I 1 f ; ( it i - : \ : i m,I.� 1 L� a_ f'..... I 3 I: I l ± !I II I I: I i I , , i i E', I: i :i i .i : is :i , i ?: :1p1 ' I I � f I I I 1 > , J :_ .fi i1: J r�Tl � I J hill . . . I � . .1 :: .. _1 1t , I, .. <...... . I. J ,. . :. . , ' : <. . 1 �.... :..(L..... 1..... i.. ,..J.....f`.. !.;._� j-1.11-1-11. : t :: i <:. ii i.�1.. .. .. .. .. .. iA� 3 •i' I. 7 i I I _ .... 'I 11 L1 1 1 1 .....i.. __s L .1._.._ 1.. . ___ :_1 T I! I I , : , ! .I ! '111 > 1.1 . . ..... .ZT-...�.. ...........1 ...... ... 11 i s I I i � . t .. .. .. YY. I. : I T__ �. ..."_I._ , �.,._ J_x _J i . Y. �1 �. I \ i e e'i ' 1' i €' i I I ' I! !I t A l i I 1 1 1 i I i it I. I i I I k , t! i ,. 1. ,.. , ._ J ._< . _......,...T........ < . I�1 ,.1 .I :I I....; ..:.. . I...a_... . 1..1.I-' 1.1 I 1 : ,1, I U i l 1� L1 I r jF NEW DECK EAST ELEVATION NORTH ELEVATION 7 . 19 . 2 0 2 3 1 /4"= 1 ,_0„ 14 1 ce : � Z 77006 FOA'�OFESSION�� JOAN CHAMBER, (631)294-4214 - OL V EXISTING ROOF FRAMING �... W/ R-30 INSUL. EXIST. ROOF FRAMING EXISTING GUTTERS & LEADERS TO EXIST. NEW SKYLIGHT 27 DRYWELLS (2) 2X8 FLUSH HEADER TYP. N \r EXISTING ROOF FRAMING i W/ R-30 INSUL. 1/2" GYP. BD. PAINTED @ T SKYLIGHT EXISTING FINISHED FLOOR, SUBFLOOR EXISTING FINISHED FLOOR, SUBFLOOR r SHAFT & FRAMING & FRAMING (2) 1-3/4"x11-7/8" LVL FLUSH HEADER TYP. REPAIR & RE-PAINT EXIST. GYP, BD. EXIST. EXIST. AS NEEDED IEXSTING FRAMING & EXSTING R-15 INSUL. NEW OUTDOOR SHOWER \ 4.4 CEDAR POSTS ANCHORED TO DECK JOISTS.I I NEW DECK O FRAMINGAI 'HORIZONTAL EXISTING STAIRS TO 2x12 ACQ LEDGER BOLTED TO FOUNDATION W/ 5/4x6 CEDAR SIDING @ LOFT SHIFTED TO ALLOW • 3/8" EPDXY COATED SCREWS @ 12" OC STAGGERED. � FOR NEW DOOR TO INTERIOR & EXTERIOR. 2X10 ACQ DECK JOISTS @ 16" OC. FASTENED TO GIRDER WINE CELLAR NEW DOOR TO (2) 2X12 ACQ GIRDER ANCHORED TO 14" DIA / CONC. PIERS TO 36" MIN. BELOW GRADE / WINE CELLAR r 5/4x6 WOOD DECKING TYP. EXISTING SLAB & FOUNDATION EXIST. DECK IN GRADE � EXISTING SLAB & FOUNDATION '4 z SECTION # 1 SECTION # 2 I- ry O n z w w NEW VELUX SKYMAX SKYLIGHTS ' 32x96 FIXED W/SRI30 INSUL.FRAMING EXIST. ROOF FRAMING \ / \ co NEW GUARD RAIL TO CODE @ LOFT \ \ r ■ • TI� w O r . . Lo O EXIST. UTILITY SINK O STORAGE .iA�4 SECTIONS SECTION # 3 7 . 19 . 2023 o E 1 /4"= V-0" r W �7oos l'ssl JOAN CHAMBERS (631)294-4214 i.l C GENERAL NOTES \\ ` 70 TABLE R602.3 1 \\ \\\\\\\\ ( ) MITII�I` IEafit C�'L'Al2'LCiAI75" 'AS,PC ASGE.1-05 INSTALL CROSS BRIDGING @ 8'O.C.MIN, 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 1 t j SIMPSON STRONG TIE CS STRAP State, County and Town Department Regulations, Utili.y Company requirements and L ya� ey AT EACH STUD AND RIM JOIST best trade practises. tl Offl7WANE AJK.MIOt r5 Mh►d' PAGTUlrtSr Or 2. Before commencing work the Contractor shall file all documents required by the NUMBER AND _ ;:, (psf) X + GTORS Building Department, pay all fees required by local acencies and obtain all required DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS permits. �' } ,.5. 115GOVA EW AT EVMtY RAPTM TO RAD C T1CN 0* KAFTERS DD NOT e41Lt� 3. The Contractor shall visit the site and verify all cimensions and the existing "�/2-inj 1.0 �--- USE 5/8"BEARING PLATES AT conditions affecting the work prior to construction. Any discrepancies which would JOISTS TO SILL OR GRIDER,TOE NAIL 3-8d EACH 5/ti"DIA.x 12"ANCHOR BOLT interfere with the satisfactory completetion of the work described herein shall be ,. BOLT SPACED 6'-0"O C. AMC" �M64MPo 4TtNl�ISY reported to the architect or property owner. Do not start work until such conditions p-- 12"FROM EACH END 'EIMFWN STROM�'-TIE CA74NF4TC.1� 1"x 6"SUBFLOOR OR LESS TO EACH 2-8d C: • M�l:)DL"l.No.LSTA24 01IR APPTttOYL have been examined and a course of action mutually agreed upon. Failure to notify JOIST,FACE NAIL 2 STAPLES,1 314" e'er EGItJ1YIte1.E�tT AT @VE�t'RAfT£9R TG RtiDlitr the owner or architect of unsatisfactory conditions will be construed as an acceptance i �'F- C "MON 0114111 t�ALJr3Mt of the conditions to properly perform the required wort. + 0 '�I R I N 691-IR 0'0 M 'A N O 'W �Ae L 4- 4. All work is to conform to the drawings and specfications of the architect and WALL STRAPPING & SILL PLATE ANCHORS FLOOR JOIST BRIDGING «, 2"SUBFLOOR TO JOIST OR GRIDER,BLIND AND FACE NAIL 2-16d { �' engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the 16d �?� SWATH} I/2-fit, 1 2 70 job site at all times SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16"O.C. 6. The drawings are not to be scaled under any cirumstances. ISL. [p'Y• 1/2-ilm. fib 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures TOP OR SOLE PLATE TO STUD,FACE NAIL 2-16d including storage and toilet facilities,protection of existhg work to remain,access to RIOID I}�1"I } .. � ' work area, hours of permitted work,availability of wate' and electric power and all 3-8d,2-16d .� STUD TO SOLE PLATE,TOE NAIL other conditions and restrictions for this particular loca ion in order to execute the �alt '*�LY ST'.k+IATP�INlS' )� C.>:�' /� work in a careful and orderly manner with the least rossible disturbance to the public. 10d 24"O.C. 7}e.-- -TOP PLATE 8. The Contractor shall make the neccesary arrangements to utilities and services DOUBLE STUDS,FACE NAIL �I r^ E TYPICAL LCCC5 CONNECTOR temporarily disconnected while performing the work as required. IITOR4 L} �(` 64StWA66 is CONNECTING A 3PLY LVL AND A 3-1/2" 9. The Contractor shall provide all dimensions and cut-outs for other trades. SOLE PLATE TO JOISTS OR BLOCKING 3-16d 16"O.C. (D DIAMETER STEEL COLUMN HEADER 10. The Contractor shall provide proper shoring and 5racing for all remaining structure AT BRACED WALL PANELS -SIMPSON STRONG TIE HR8 prior to removal of existing structure. '°A } OR SIMILAR TYP. � �� � 1 1. Plumbing, electrical, HVAC and similar work shall be performed by licensed ODIC OR OJARRY* TILE I3/4a;th 1 e ° persons who shall arrange for and obtain all required inspections.The General / 16.0 -SIMPSON STONG TIE A23 OR e DOUBLE TOP PLATES MINIMUM 48"OFFSET OF 8-16d ��'}� IIb' ��"���' SIMILAR @ CORNERS TYP. o Contractor shall be responsible for scheduling all othe' inspections as required. END JOISTS FACE NAIL IN LAPPED AREA 12. The Contractor is solely responsible for construction safety and shall hold the !l IRI?I^I4+ ►' �N6''t/7�irl, 4.0 owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. L„INOIL `e^�R A'SPH1i ,LT'1TI: ,,,1/4�'1n I6 BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d - CONSTRUCTION NOTES TOP PLATE,TOE NAIL tL, l�ej!V4- '1. 310 -SIMPSON STONG TIE A23 OR ,r SIMILAR @ CORNERS TYP. 8d 8"O.C. �Sa '� QST (t1C lo.St tP). I2-in. 16-1n. RIM JOIST TO TOP PLATE,TOE NAIL 1. All footings shall rest on undisturbed soil at a minmum of 36" below fin. grade. �}5"}`SIZES �` ��-� , ,�,��'� NAILING/FASTENER SCHEDULE 2. Poured concrete shall have a minimum psi of 3560 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 2-10d 2�6 � ' copper termite shells. FACE NAIL RIDGE STRAPPING 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 2Xb- ,45 with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor b a depth and bearing agreed BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16"O.C.ALONG EACH SIDE upon by an engineer and certificates shall be issued stating same. STRAPPING - WINDOW AND DOOR FRAMES GIRDER CONNECTION TO PIPE COLUMN 6. Unless otherwise noted all framing and structural wood components shall be 16d 16"O.C.ALONG EACH SIDE 2x12 #2 or better Douglas Fir. CONTINUED HEADER,TWO PIECES 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE 7, All framingtechniques and methods shall be as F R'A Ef`P A R T I TJ S 8D COMMON @ 12" OC @ PANEL FIELD q prescriptive design based on - AF&s Wood Frame Construction Manual for One and two Family Dwellings (WFCM) CEILING JOISTS TO PLATE,TOE NAIL 3-8d ,may 15TM! T 5 6V B0 y� DE #0 8D COMMON @GABLE ENDWALL RAKE 0 6/1q ..+F r,.i.ir'5tiRr�.,tr I/2""f�i. 47!i`_. �.�rTT7 5I�yr,.5 4+.i✓ or as specified in R301.2.1.1 8. All building envelope components shall comply wilh Chapter 6 of the Energy CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 4-8d F R,A M W A'L'L 5 Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d I�RIaR'STM KAI LS- with NYS Code R 602.8 to form an effective fire ba-rier between stories and PROVIDE (3) 3/8"OL ARRU BOLTS p RAFTER TO PLATE,TO NAIL EACH END of COLLAR TIES TYP. between the top story and roof space. 2-16d 294'0 1�5-Irl.�J� �1. � Wr }}o 1/2" cox PLYWD. SHEATHING 10. Protective panels shall be provided for glazed oaenings in accordance with IN.WL:ATM,5/�'�It'i'. 510INS S!MPSON H7Z HURRICANE TIES 6D COMMON @ Y OC EDGE NYS code R301.2.1.2 If they are required. r CONr1ECTING RAFTERS TO 6D COMMON @ 6" OC FIELD 2-8d TOP PLATES @ EACH RAFTER 1 d All portions of the new structure are designed U comply with local geographic 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2 STAPLES 1 3/4" w2X6 d �1+"}i3 �1� -ilR. ' J t and climatic criteria as stated in the following table. INSULATM, SIDIN5 " , PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD GEOGRAPHIC & CLIMATE DESIGN CRITERIA 2-8d EXTERIOR STL�7'k'�AI.l,.S kJITH BRICK I 46.0 TO DOUBLE PLATE TYP. 1"x 6"SHEATHING TO EACH BEARING,FACE NAIL 3 STAPLES 1 3/4" - SILL SEALER,TERMITE SHIELD GROUND SNOW LOAD 45 ps 1 Y+JL�I+SI"'I''1'S +, MASONRY INICLtJL" MQRT�4R.�T f�"I".Fl.t'�9'I"�R.' �"7}�. 1/2"#4 HORIZONTAL REBAR AS NEEDED WIND SPEED 130 MPH FLA6T F A= 5 I�tee"t!�..�'�E H rACE (5LAS� VAUMkS+ SEISMIC DESIGN CATATGORY B 5/8" ANCHOR BOLTS @ 6'O.C.TYP. WEATHERING SEVERE 2-8d �IN � � IN ' � }� PROVIDE SIMPSON H6 OR WIDER THAN 1"x 6"SHEATHING TO EACH 4 STAPLES 1 314" - �IVERABLE RAN(SIE OF k' ISH T FOR THE SAME CON'3T iT`ION. EQUIVILANT TO TIE WALL STUDS FROST LINE DEPTH 36" BEARING,FACE NAIL OF BOTH FLOORS To PLATE & TERMITE THREAT MODERATE TO HEAVY 1/2"CDX PLYWOOD BAND JOIST @ 16" OC TYP. 2"XPS RIGID PANEL INSULATION R-13 DECAY SLIGHT TO MODERATE }y! x FASTENED BY PROVIDE NT TO I H6 OR WINTER DESIGN TEMPERATURE 11 BUILT-UP CORNER STUDS 10D 24"O.C. R�R013. MR'MANE T cmn GATE SH� 13E 1 EQUIVALENT TO TIE WALL STUDS +a 8"POURED CONCRETE'WALL 3/8"X 3"SCREWS WITH TO PLATE & BAND JOIST @ 16" FLOOD HAZARD AS NOTED LV ty WASHER @ 16"O.C. oC TYP. NAIL EACH LAYER AS FOLLOWS: }t.k/�R C .�ISTE Ir t✓r 4 PC+ t .. t PC► TE BUILT-UP GIRDERS AND BEAMS, 32"O.C.AT TOP AND BOTTOM AND TI.IE �� •- ?OI"I . ;'� A'I�RR�vw L.ocwnoN W IDE THE 2 INCH LUMBER LAYERS STAGGERD TWO NAILS AT ENDS AND AT EACH SPLICE PLYWD. FLOOR SHEATHING ELECTRIC SYMBOLS SYMBOLS 8D COMMON @ 6" OC EDGE 8D COMMON @ 12' OC FIELD AT EACH BEARING r 2"PLANKS 2-16d TT RAHL SPACE AC41E55 SHALL BE KEYWAY TYP. 1 18 UPLIFT STRAP R RECESSED CEIL. FIX. EXIST. WALL 4"POURED CONCRETE SLAB PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION _ ROOF RAFTER TO RIDGE,VALLEY OR HIP T ',,,7'TRIPi AND 1�L,4W TO A I.. EOVIVALENT TO f 1' PLATE WASHER, NUT &ANCHOR W/ 4-8d COMMON NAILS @ EACH END. TOE NAIL 4-16d 1 f ; 16"x 8"POURED CONCRETE FTG 801 T OC FOR ILL PLATE To D DOOR OPER. SWITCH C -] DEMO. WALL 3-16d 1 5ULATII I.C3�!# TI"I SLI} RGUI IN6 7I RI AC+E +. BOt_T TO TIE S .. 00 W/1/2 #4 HORIZONTAL REBAR NRY NDSTORION TVP @ FACE NAIL STORY, 3'-0" FOR F REX. FAN & LIGHT NEW WALL , +4. } � } }NS �- RMA1. '>EI�I!JE1.+G SHALL O II 2 STORIES. 12" FROM CORNERS & 1'-q"F o2" DEGs AND BOLTS To BE MIN. RAFTERS TIES TO RAFTERS,FACE NAIL 3-8d 6OK5TRI)'�'.TE0 TIS �L.1M1T AIR LEAK TO j.5 !�' IR 444ANC R i.. 12' DEEP. SWITCH ADD INSUL. @ WALL FOUNDATION DETAIL STORM PANEL TYPICAL WALL SCONCE O WINDOW TYPE WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND WALL SHEATHING TO FRAMING, il' I AND PARTICLEBOARD WALL SHEATHING TO FRAMING GROUND FAULT OUTLET O DOOR NUMBER ,:.,�,i• ;.,:., , ,,. R�32'a$.I.I�:7N�iTAtL.LATIIJN -» THE C.lt"�Il�C�IE}'ITS CII- THE EI.7ILLINS a SWITCH OPER. DUPLEX �- SECTION MARK 6d COMMON NAIL THERMAL ENVELOPE �.?'14ALL.BE INSTALLED. IN ACWRDANGE c�}� t ' ' (SUBFLOOR,WALL) 8 12 "` e ,,,��q�y t ELEVATION MARK 5/16"-1/2" THE,CRITERIA #.� IN TABLE gtr►rL. .I.I. INI REttUIR �Y; a.'1•i �-fl UNDER CAB. FIXTURE �y--- 8D COMMON NAIL(ROOF) p� � 8301222 PR GTION[�F ri �. EXTEFt1CiR i�1}�zIH6 1N l3411I.DIN65 Lc�GATED IN a f3FI=1GIAL, AN A�VE�? THIRC I PARTY SHALL' IP�GT ALL WIh�PEaRIS REESPIONS SHALL. BE PROTEGTM TROM WINMO SIS. � APPLIANCE OUTLET MW-01 MILL WORK NUMBER /�,.a�y,,,� /y��NE�p�{,ta�.S�a++ ND Fye ,�a,,�yy� Nva &LAZED OFENIN6'�TWTION AI EiEl3 5 SRA LL MEET 7NIZZ 19/32"-1" 8d COMMON NAIL B 12 '�r"Ilr�'i.r+ l'tW'I r art.�#4N��VERI F [ 4.�M1./'k'31'�-I,�t'+16�+�. UJ REOUIR1�NTS OF TPE LA M155ILE TMT OF ASTM E 14H6 AND ASTM E I&M AS � QUAD OUTLET A-01 APPLIANCE NUMBER it N H7Z HURRICANE TIE-DOWN MMIFIM IN BEV-TIM SOI2-1.2.1.�ArrASE D ISLA=COMMS PACOT�GMM,FM 10d COMMON NAILS OR I 402.4.I,�.: TESTINIS '�_E✓i�li.Dt_lIKS O. ;0$4E LIIN� UNIT SHALL BE WEPT DEORI5';�t+ALL MEET T'E REOUIREFS or A1+C IMPACT REaIST1NG S SMOKE DETECTOR P I PLUMBING FIXTURE 1 118"-1 1/4" Bd DEFORMED NAIL 8 12 TE5TE0 AND �u')�IFII� .t�1� I-IAVIN�a i s♦✓�!"t�irn,�!✓ IN'0Z4,14;.5, A�tA. fly ' STANDARD O R ANSI/DASMA 115.(SEE TABLE= BELON C CO2 DETECTOR 4 INTERIOR ELEVATIOLJ T;-STINK ALL-se c4NDLr,my SY AN'Af"pRC IV'ED 'THIRD PART . 0 (D SPACING OF FASTENERS W t9 STRUCTURAL PANEt,.S WITH A THIGKNE.5S Or NOT L.ES TFIAN 36 IWH AND A CEIL' FIX' DESCRIPTION OF DESCRIPTION OF SPAN CF NOT MORE T�IAN 5 FEET SHA..1. BE P f1T"TED FOR t XG fTWT Th0N,. BUILDING MATERIALS FASTENER EDGES INTERMEDIATE SUPPORTS ��:.�yl��,j}jam A} �:}���� ��JIR.I ��.IAi. LPT4 PANELS SHALLL.M PRECUT ANLL ATTACHW TO THE FTAM145 SL UN©R6 THE OFtNINS CONTA1NINI S THE FROT]UIGtT WIVE THE SLAZ=D OFtNIN5.PANtL5 SHALL � ABBREVIATIONS 'E £P'1"`1 .. DIf; �e.T VEW A#P'L:IANCM NITH,:EDT f I1'�' AKE;A PREL7R.ILLM AS'REQUIRED FOR THE ANGE1t9RA�eE � AND 5HA-L EF.c 1/2"REGULAR CEFFULOSIC 1-1/2"GALVANIZED ROOFING NAIL 8d iu�,.q µys ADJ ADJACENT MIN. MINIMUM , (}}•}}� '} PIPES INSTALLED 6ONT1fWJ5`T0 TIS OVlS t }111TH TW ATT, IMt�tl'Wn"^" PtZ[3yOPD. ATT,A1'� (_ M L I&MED TO MR MOISTURE RESISTANT FIREBOARD SHEATHING OMMON NAIL STAPLE 16ga 3 6 RESISIT T4'1E GUMPONET A V GLAPPIPO LOADS P]ET IINM IN ACCORVANCE WITI1 ALUM. ALUMINIUM NIW MILLWORK 1-1/2"LONG (7)10d x 1 1/2"NAILS TO PLATE INTI TAME IZ501 APPD. APPROVED (7)10d x 1 1/2"NAILS TO STUDS .2�'-T,� C}FC A���,I"llTt'•}T7�fi�MAI'+LMT�If3hI^^ '.�I°3T/11�IT BIRD. BOARD NIC NOT IN CONTRACT R, ,�,2; �,I,�"„"� S�} y;.."�},�"�r;AI,� }.IA' a�t A� �!�'"IE� ATTR MT HARDWA E l�Rd3V"II7@'D AND AN A40"PERMA1�Tt1`1-Y IM9eTALIED ON THE OC ON CENTER -1/2"GALVANIZED ROOFING NAIL Bid � RAFTER TO PLATE & WALL F=RAMING FLOOR TO FLOOR CONNECTIONS OUILDIN5. ATTAGi�MENT IN AGGC AW-E WITH TABLE R5a.2.I2 15 PERMITTEI} FOR BRK. BRICK OS OUT SWING 1/2"STRUCTURAL CEFFULOSIC HCC:��XES �.�I-fALL I3�•� r. BOT. BOTTOM COMMON NAIL STAPLE 16ga 3 6 UJ SIJIi�IMc55 WIT1'E A MEAN i�EIeFtT t3P PST C3F�LE55� THE ULTIMATE CL CENTER LINE OPG. OPENING FIREBOARD SHEATHING 1.112"LONG reSION KID S�IVIr Is lbo";H OR Lam. CLG CEILING PL. PLATE I"�.' J' 'Sg mi TESeT'II'+ta - L7UGT SHALL SE `"t�Tw To PLUMB. PLUMBING 1-1/2"GALVANIZED ROOFING NAIL 8d DETERMINE AIR LEAKACC.'. COL. COLUMN PLYWD. PLYWOOD 25/32"STRUCTURAL CEFULOSIC A . TABLE- I I.2.I.2.- WINDBOI CEBRI5 �7101�i FASTENINGS CONC. CONCRETE PT. PRESSURE TREATED COMMON NAIL STAPLE 16ga 3 6 .EXCEPTION 1 UIl LEAKA TT�T 15 NO'r f;MGUIREt7,N ERE `v SGFMllLE FOR y�10p ST 'TtJRAL• PANELS CONT CONTINUOUS FIREBOARD SHEATHING 1-3/4"LONG CT. CERAMIC TILE PNT. PAINTED TI"'IE,��irl ,� �I�,I{�.,.}'{/i�►�rl,.�`,':"�j ;� �l,��yT I�'I'"�'} I:,`t" ,I'�I'I�I'II�, " AGI DEMO. DEMOLISH PVC POLY VINYL CHLORIDE THE'5uI�II ? THERMAL EN' LOPE. RCP REFLECTED CEIL. PLAN 1-1/2"GALVANIZED ROOFING NAIL 8d MOT DIA. DIAMETER REQ. REQUIRED 1/2"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga FAST�P�R TYPE � �T � DR. DOOR 4 8 O SIMPSON GAL.ROOF STRAP PANEL SPAN < PANEEL SPAN < P'ANEL. SPAN RM. ROOM PE W ORS R -��_ IL.rl�1l� �rl�9f TIES - NOT Be � AS CTS:O+� @ RAFTER TO RIDGE 1'4 FOOT d 6 FOOT #15 FOOT DWG EACH DRAWING R.O. ROUGH OPENINGEA. No. 15 Serf Y�l ELEC. ELECTRICAL SIM. SIMILAR 1-1/2"GALVANIZED ROOFING NAIL 8d V 4 8 E3J149 p �hi1TH I� 1c7 S ELEV. ELEVATION SPEC. SPECIFIED 518"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga R' .4t t�GHANIGAL J 3� 'R1I"FIN 7 IN L +TIC h1 GAf ,R'1'I1 15 O ICE SHIELD UNDERLAYMENT STL STEEL M I off EM MEW � EQ. EQUAL PE W OR S FLrL�X* >I r0 6F OR <55917 II���.. TO R. 3 MIN. W EXIST• EXISTING T & G TONGUE AND GROOVE ,«. O TEL. TELEPHONE NO. 10 P � EXT. EXTERIOR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING BA51M ANCHOR WITH 2 16 12 q F.P. FIREPLACE TBD TO BE DESIGNED ,��r.�d TO. TOP OF 1�i'�is4.r&57 I�til'IIGAL•1irENTILATI�'JN -THE SUI LOINS SHALL,BE � O INCH EM5 NT I ENal H FR. FRENCH TYP. TYPICAL 6d DEFORMED NAIL OR SIDE' ,hIITH VEN�"IL:ATION T AT,I'�=TS THE: REQUIREMENTS Or- � r� SIMPSON H2 A HURRICANE TIE TYP. GALV. GALVANIZED 314"AND LESS 6 12 AT EACH RAFTER-TO-PLATE CONNECTIONSUM UNO UNLESS NOTED OTHERWISE 8d COMMON NAIL USE 5-8D NAILS AT RAFTER 4 HVAC HEATING, VENTING &D IRC MCr. r4 II #°I LAS ':;�W VIE VERIFY IN FIELD AND 5-8D NAILS AT TOP PLATE BASED AN R KTH 2 16 16 16W/ WITH # IN�G�fANICAL VENTILATION, RATE "TALL BE Nd. 2EATER II�H I� ANT 1X"TH AIR CONDITIONING WD. WOOD 8d COMMON NAIL TITAN INSUL. INSULATION 7/8"- 1" NT. INTERIOR WP WATER PROOF 6 12 401 X'61-A + 15 X /0 OF BEDROOMS si 1) Bd DEFORMED NAIL 6 ! S IN SWING XPS EXTRUDED POLYSTYRENE *t✓F/ i lGbNot"CIt"� m FLOOR AREA ca. V15 TABU= 15 5A5B12 Cr N 160 MP+4 ULTIMATE LBS POUNDS PROVIDE 8d COMMON NAILS ZIM516N WIND SPMD AND A 55 F MEAN � MAX. MAXIMUM 10d COMMON NAIL IISHT, MO. MASONRY OPENING 1 118 - 1 114" 6 @ 4"O.C.AT EXTERIOR EDGE OF ALL Bd DEFORMED NAIL 12 R +T% IPMENT SIZIN6 �r�e lA+ st r�f�^svy,L. �.Jr I4E s{���c SHEATHING t% IWASTEKERS SHALL. Be INSTALLS ,AT 'GSINS LOANS 'GALCULAI"E}� PER ALGA MANUEL J. s � 1 11!1`05 W 5 DF THE e,1„+OCO 5Tf t°,r� F w a IBL' TABLE R302.5 MIrCtMUM UNIFORMLY DISTRIBUTED LIVE.[CADS(se pewnds per square Tewt) , A,3. TENERS ALL I L.C�G, ,,,ATPD NOT L�5 THAN LrvE RA4O4,I. 'L16HT`IN6P - A MINII49€JM Or- -1596:OF FWtMANETITL.`�"" NOTES INCH SROM THE E06E O� THE PANEL. USE LOAD TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 1NSTAE4W FIXTURZ! 1 LST •,F41t+I'EFFI:,+4146-X•�: AMF Co. ANIGHOR,S &4A,LL T RATE T}EROUSH THE! alts with limited storageg.h 20 LOW-VC�L.TA LIt I71N6 Exe4par ' EXTERIOR,WALL GOYET�INLS YVITIrt AN EFtBEflMEIV'T ttics without storages 10 , LEFic'TH 07 NOT LESS THAN 2 INCHES INTI. THE icse 40 STHD METAL STRAP TYP. BUILDIN&FRAME. FASTENERS SHALL BE I A= Exterior balconies 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH 5@EACH JACK-8d NAILS AT EAOST CH NITH D LENGTH JOIST `Lam+ THAN d, IBES I�THE I�76E `}}IS °re este 40 b TABLE 8301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER-9 C;ONGR� BLOCK OR GRA, uardrails and handrallsd 200i TYPE OR LOCATION OF CONCRETE CONSTRUCTIONWeathering Potential -7 . 1 9 . 2 0 2 3 HEADER d. FANZL5 ATTACHED TO MASONRY OR uardrails In-fill compor°entsf 50' � `I'f 5� 54ALL EM AATT� U51NC ssen er vehlcie garages' 50 Negligible Moderate Severe `/IDRATION-RMISTANT AiNC+lG7R5 HNA hVINCV AN ooms other than sleeping 40 �T3f X77� CSA p E7r ALLOWABLE E NO SCALE ULTIMATE I+`llTfC7RAWAL GAPACwITY OP NOT LMSS ooms BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE b STRUCTURAL RU �#J L M LTJ UE�+le. DEFLEL T I[ON "�'{.}A�{ I�U F�JI�t [eepingrooms 30 NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500 tairs 40� Rafters having slopes greater than i 3,x'12 with no finished ceiling L/'r180 ',;'d' ',;'�'•','', BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 2,500 2,500 attached to rafters f EXCEPT GARAGE FLOOR SLABS SIMPSON 1-1/4"WIDE 20 GA. P� O E BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICAL d d Interior walls and partitions H/180 METAL STRAP @EACH STUD v j CONCRETE WORK EXPOSED TO THE WEATHER 2,500 2,500 a 500 FlLaf>trs and plastered ceilings L/3� } W/5-8d NAILS AT EACH END NAILSHEATHING TO SILL PLATE All other structural members L/.24g •I `;�. W/BdNAILS@4"O.C. r � 1 Al l 4f c FLOOR JOIST PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHE 2,500 2,5OOd,ar 2 500d,e,t Com, ! (� 2x 6.ILL PLATE ACO TREATED Exterior- walls with plaster or H 360 AND GARAGE FLOOR SLABS 1. Q ,� 11 5/8"x12"ANCHOR BOLTS @6'-0"O C. f W1 FENDER WASHER �� 7700f> stucco finish '�'�oF[ssio�a�' Exterior wads-'wind loadsa with L/24 } FOR SI 1 POUND PER SQUARE INCH=6 565 kPa serenabet3days psi brittle finishes T. b C Table has@(1)torw thati sobjecnto c Concrete in Ihasa bcations that is subject to freezing and thawing during construaan shall be air-entrelnetl concrete in accordance with Footnote d ,I d Concrete shell be air Vamed.Total air content(percent by volume of concrete)shall be not bas than 5 percent or more than 7 percent a See ante floor 2arma+amumcamentitaaarrlalerials nocontent Exterior" walls-wind loads with L/120 ! ' a For garage floor siwth a steal-troweled finish,retlucnon or the total air cen[enl(percent by volume of concrete)ro not less than 3 percent Is permittetl rt the speaAed strength of Me concrete¢increased to not less then 4000 psi [l TYPICAL SHEAR CONNECTION CRITICAL PATH flexible finishes JOAN CHAMBER; (631 )294-4214