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HomeMy WebLinkAboutStaib, Jillian /'���� 0 John M.Bredemeyer III, President I° �� y® Town Hall Annex Michael J.Domino,Vice-President 54375 Route 25 w P.O.Box 1179 Glenn Goldsmith '� } Southold, New York 11971 A.Nicholas Krupski .n ® ' ® Telephone(631) 765-1892 Charles J.Sanders _ ;71 ' ,°1Fax(631) 765-6641 � �yCOUNT�,� • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 2, 2016 J. Reutter Associates L.L.C. 15 Redfield Lane Westhampton Beach, NY 11978 RE: JILLIAN STAIB 1100 MARRATOOKA AVENUE, MATTITUCK SCTM#: 1000-115-3-18.1&18.3 Dear Mr. Reutter: The Southold Town Board of Trustees reviewed the survey/site plan prepared by -Nathan Taft Corwin Ill, Land Surveyor, dated February 25, 2016, and-determined that the proposed first floor Inter. renovation with 304 s.f. front cover porch (landward), proposed 581 s.f. second story addition with 88 s.f. 2nd floor rear deck over existing rear patio, refurbish existing rear brick patio as required with new plantings is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Arts,, fetsalit,70..a. John M. Bredemeyer, III, President Board of Trustees JMB:dd 0 5/10/16 Ms Jillian Staib 1100 Marratooka ave.4 A Mattituck, NY 11976 Tax Map # 1000-115-3-18.1 1000-115-3-18.3 I Jillian Staib give the Southold town of trustees permission to enter my property to review the land for wetland permit or letter of non-jurisdiction. I Jillian Staib give Jason Reutter Permission to work on my behalf as the agent for the project. Jillian Staib Date . '' "zNI'.�`K�\'bItt<:'C Lug t.:l -A 1 r'. r -1 r.�J It `,./ _-� 1 4,41',1/4..;:',L.2.,,,�� y /- ry .a�,i`'s.,�. I, ,, 1. i." ..... 'i y �)' {'c .:g.-,...D.t4►\'t l't 4 A f fit,6- , .- -�'"'..!•. z1.T l +,` :/-4.. • ' -V.S 3 3I181• .;::gin a' A A.r.;.) ,f &TA:E1 . ; . =,.•. MAY i 2016 �� i i l'.#,,,.4 Y ,t' 4,5,.2.;:. ;,F` -_:.,�i:,a,z.'e t r C'+ '•;',.fSouthold Tawe + :•-ttip ,.-:, !.. • fi i. i 1AOF etre)S"-03 E--..&:42.4,'-.-3yR T ((yry ti j s teS95¢t°ltlCft2',.e. :s � 't r�� L.. ""---".FL,111.f du3.t"F ._...,.... _I • ` Vit; ...,•+l; tra,,, -pre; .,;'?;` 'rt.: <;-,,v 4. ,;-,1 ' .\ ' , CIS Csfe\ ' ._,2,2.,_' 4-4-c.,-- . ..!. ... .: • . . . .. , . : .' ' C317 :� tccL4 r ....• • . ,. "- • � . . • , , J , �eu,,er aSSDctGe- . S 0, /ivi J.REUTTER ASSOCIATES L.L.C. Residence: Ms. Jillian Staib 1100 Marratooka Ave. Mattituck, NY 11952 Agent: J. Reutter Associates L.L.C. Jason Reutter 15 Redfield In. Westhampton Beach, NY 11978 P: 631-872-1844 E: jreutterassociates@gmail.com Tax Maps #: 1000-115-03-18.1 1000-115-03-18.3 Proposed first floor Inter. renovation with 304 S.F. front cover porch (landward). Proposed 581 S.F. second story addtion with 88 S.F. 2nd floor rear deck over existing rear patio. Refurbish existing rear brick patio as required with new plantings. oi MAY3 2016 C L Southold Town J.Reutter Associates 15 Redfield Ln. Westhampton Beach, NY 11978 631-872-1844 i" John M. Bredemeyer III, President y®�OS�FFQ( Co Town Hall Annex Michael J. Domino, Vice-President cI �� 54375 Route 25 Glenn Goldsmith y P.O Box 1179 A. Nicholas Krupski Southold, NY 11971 Charles J. Sanders t �s r Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: ‘/VP6 INSPECTED BY: C Go idS Ch. 275 Ch. 111 COMMENTS: N� - ��s ► sal 1Cl ;Offal over loo +o ,,,.e.4- lanols t4n¢mvu.: --.— MIT 66 Omn On-- — t WATER SIffEOLNOAONIYTA%MNIS PPOWBiiED �� 'nu)wr.roe.•rvf eErtamornt 1'w' N, V 114 F. -r... 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LTE 4,t , ; /I fi.::::,,: ,--10:rrY,,- ...,..-?„_,,,,,,,,,N;(‘‘,,,,''-ii.'i.,i... ip _ • , ..„.. , 'I 4 _i' 1. :1 I i 4 � I cl -I) z, FJILL .; P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 ` MARATOOKA 1 LANE MA 1 1 1 wx f '»A A 4 1 If'. MAY i1 2016 1 1. g 0, lai Pro4. posed Alteration for: I , IMs . Jill Staib 1 1 [I ?„ 4� 1,, , , UNEXCAVATED f EXISTING GARAGE SLAB ABOVE ii li Maratooka Lane 1 Mattituck, NY 11952 electrical panel = S.C.T.M. oil tank ;o DEXISTING5UMFPVMP 100 amp \\ I O REVISIONS UNEXCAVATED 1. EXISTING PORCH SLAB ABOVE .10 0 _ 1 .4 1 \ i'8 T .r _i_T- — i i i i ... NEW 9)�"x I LVL SQUASH 0 i 1 1 BLOCKS TO BE THROUGH �. IIIIIP' i i i BOLTED ON TO EXISTING (3) I I i 2x110 DROP GIRDER, BOLTS TO BE STAGGERED EVERY 16" 0 1 LI ALONG SPAN. COLUMN REQUIRED TO HAVE B' x B' x I" BEARING PLATE INSTALLED. •0 O 1 , ' " , " , " I " 0 / 25-0 / 2-b / 5-b / 6-4 / 9-4 0 1 O 1 • UNFINISHED BASEMENT 10 1 7,4 EXISTING TO REMAIN �' o O T r t '0 i I 1 SEAL (3) 2x10 drop girder :4 f " a :; " !• • a: 6t1°►. r t To k aY�'', r,r� '4 itir, ori incl house trap , • ,, 1 r7' down from bfj to / of top trap �. 4 1 Copyright 2015.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to ' reproduce this design in its entirety or any portion w thereof.Unauthorized alteration of these documents is a 4 violation of the New York State Education Law.These 1 drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. ImoPROJECT NO. 15AR-027 * SCALE 1/4"=1'-0" DATE 12/16/15 - DRAWN BY TLD CHECKED BY RS TITLE Proposed IBasement Plan 1 ii 0 PROPOSED BASEMENT PLAN Scale: I/4' I'-O' t , 'SHEET { A - 1 .:a i iY 'AMJ :;,f-. tv.".st-..:-., wrwx'.✓mi a.+o.3.�:'mivH'i..X'.4.o:RK..{a. td,,;eh..+r`i.... ..- tri- 1 1:1"7/4 rfo'\/„1\''':i''t''',' Sri-R (3 , .�' -. , gil.. its. 11 architecture, p.c, i It P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 .+ 8I'-10' / 19'—I' / /6'-5' 24'-6' / 7'-10' / 1~= i I9'-I' I'-10' 2'-101/2' I'-8I/2' 3'-2" 12'-9I/2' / 8'-61/2' / I E / / / / / / LI I iii A ti 1y t 141 i E q e 6" 1-5 3/8' 8'-10 5/8" 41'-5`l'-5 I/8" T-5 1/6' 8'-2 3/4' 'Proposed Alteration for: // / / / / I— \ J ' \ LINE OF ROOF ® [m] I❑❑1 �■ -_ \ UNE O ; 4'x4' ACQ TWD-CAR GARAGE MS . Jill Staib IS j �, HOOD POST EXISTING TO REMAIN ' LINE OF DECK x x z DECK PERIMETER i.,l ., 5/4' DECKING 4 -•13 ha v TT 111 IT 1=1 \ \ Il m'- A7-- (4) 2'x4' 4f'I \ ® r WOOD POST .' z. CLOS, N (2) 2' 10' CLOS. ' _ A. R1 .1 —==� ! FLUSH ••DER 0 `s = -I a F s I 4 1.i u] a 1 N 1 1 LINE OF CEILING ,,,1 /34 l 1 KITCHEN aD �- FOYER 1 /E 8 it EXISTINGr-------- / Maratooka Lane BEDROOM _ ' CERAMIC TILE �i), 5'-8" 21-8 8' c.H. Mattituck, NY 11952 EXISTING x {^�= Q v I LINE OF DECK- _, sI S 1= o I PERIMETER S.C.T.M.# i + c 4 i + m 1 , PROVIDE 34' -i -.� i + ac_ -' i " ;. b-6 3-9 -chi 10- N�6-0 I 9-8 REVISIONS / / / ^� NIGH HANDRAIL �..� / u 1 I I �� _ i• O POWDER R OM 1 UP I6 e/1/7 , _ i _ \ �_1 CERAMIC TILE O �, >>ISER =DN m 0 \ 5'-10" 1 4' 5'-31/2' 'v) .. I �iaai/ s, F� (4) 2'x4+ EXISTINGM HALF O 1 Q`�` EXISTING I WOOD POST WAlABOVE FINISH zi° FIREPLACE TO 61-0" 41-10" 4 5 3 * (2) 1 3/4' X 7 I/ VL N REMAIN / 1/ _ FLOOR O - 19EILUSH HEADER __ -_ /I -- -O ® 4!3►I I �. (2) 1 3/4' X II 7/8' LVL I,9E FLUSH HEADER OR W6'ALL 2'x4' o (2) 1 3/4' X q 1/2' LVL DROP HEADER 2ix41 O BEDROOM cLos. N o ' un 1 1 II 7/8' TJI PRO 230 FLOOR JOIST O EXISTING y O 'Ilia n ,= 1 @ 16' ON CENITER .' z \ N o w q 1 LINE OF BUMP f O 'S" OUT ABOVE O TRIMMED m N -t I LIVING ROOM I OPENING �'14' _Z , EXISTING LLI P - \�� iiiiiiii'iiiaiii� z \ , r I 0 0 9' C.H. I- -- O °� x1 a 0 1 O 11E-1' di o CLOS. i i m' l .. 0 1 ID 4'-4' 4' 5'-0' 3'-0' 4' 3'-I" 4" 8'-II' 1 14'-4" 9'-8' � 10 �iT O�\ C)::4 7. .. I 10 � BATH I I II 7/8' TJI PRO 230 FLOOR JOIST @ 16' ON CENTER iii/ i /// CERAMIC TILE O- _____,;(1 -Nov * O _ 1 ? II.- - .1v Al. •I' I '�// 41,01. II. CLOS, -,, % CV _ \� LI 2 /�(21,\,,,/,/.—.— F /,� r " '' t SEAL \�/ O'�c G' 2' X 10' ACQ LEDGER BOARD S v FASTENED WITH 3/8' DIAMET;' a �,,„ 41,1,,,,."0„:,,,,,,,, LAG BOLTS STAGGERED TOP , D o ABOVELI OF DECK BOTTOM EVERY 32' x -_ `" (3) 2' X 10' DROP HEADER -ZACQ I z ss" ,„;�+/L/ ,i' g' r L J i. v ,r,i' sA, Ir ll,',,,S,-4:21,;itit, I 4"x4" ACQ WOOD POST WOOD POST c'- ,� 0.$07.°' I 74BEDROOM f v w Copyright 2015.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to x reproduce this design in its entirety or any portion k thereof.Unauthorized alteration of these documents is a .. violation of the New York State Education Law.These S' drawings and specifications are an instrument of service b and are the property of the Architect.These drawings �. project,except bywritten permission of the Architect. i er and specifications are not to be used on any other is \ \ I' .11.❑ .1 \ \ P ] P PROJECT NO. 15AR-027 m If :� SCALE 1/4"=1'-0" DATE 12/16/15 a DRAWN BY TLD/RS CHECKED BY RS ,� 8'-4 1/2' 8'-4 1/2' 4'-5 25/32' 2'-11 15/16' 5'-I0 25/32+ 3'-2' 3'-2' 5'-I0 25/32' 2'-II 15/16' 4'-7 25/32' t; / / / / / / / / / TITLE 16'-9" 33'-3" 7'-1024'-0' / / fi • 81'-IO' i Proposed Floor Plan i AI PROPOSED FIRST FLOOR PLAN Scale: 1/4' = I'-0' Vill 1 SHEET 4. t x A - 2 t F -11-:,14 %u,,y";"may /'` g s I, 4 t yd architecture, .c. a k A V Q i'. r'P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 s 11 i 11 i !., 81'-10" fi 1.G 1 i rr _11 3 II'-5' 8'-4' 16'-2" 5'-10' / / / 4'-2' 4'-2' 2'-IO 3/16' 9'-9 13/16' 3'-6' I Proposed Alteration for: .k c.t ® p Ms . Jill Staib E 2' X 8' ROOF RAFTER 4 2' X 8' ROOF RAFTER, a @ 16' ON CENTER @ 16' ON CENTER w t ei t . F x az 2' X 10' ACQ LEDGER BOARD �i F' N FASTENED WITH 3/8' DIAMETER t x its, LAG BOLTS STAGGERED TOP AND g l ' is 74 BOTTOM EVERY 32' ,' \ \ \ i ❑ — 1 iii / M.97uiiu/Ati iiij 1-❑ —1 iiiiurii/i oc t L r Q / l g/. op ...sl .- � m F I 5'-6' / 4'-41 :� 4' s 4' i LL i/u//u//.ell 77Z/Z//////4/ h I UN�R37 Maratooka Lane A PROVIDE 36' `I 2' X 12' RIDGE BEAM �- 1. HIGH SOD FL•�' �, / -co Tsa o- z' X 8' CEILING JOIST GUARDRAIL \ 0 r Mattituck, NY 11952 A @ I6 ON CENTERil E I S.C.T.M"# ° h oPEN TO BELow� //u f z./ \ N-12 \ PROVIDE 34' - ► LOSE 1 � p w -. REVISIONS E O F:. ?' �I 8'-0' HIGH WOOD FL��'S % x LL J J N . HANDRAIL ILT IN C ••ET SHEVLING Mer i �I N O A 2' X 8' ROOF RAFTER 2' X 8' ROOF RAFTER ] - \ ;; �+ i^ \ \ 3'-10 I/4' @ 16' ON CENTER @ 16' ON CENTER 1 , DOWN IE E. AL _/ iI 2'@ 16' ON CENTERX 8' CE LING ST N� `� O N RISERS N " IIII O //u . uuiiiiiu/uuiiiiiu/�uiiiiii///�iuiuc�iiiii I' \ �,v� urr�uiiuii%wr6s.!6WAVY/ ' B \ O / 2'-0" 4' 5'-8' 4' ' x _❑ Z. IXST. GHIMNEIf FLUE N N m 13'-II'0 0 .) O '�'/////////////I//////////////////Y////// . N J �� Ce O I LOAD BEARING — /iii� /iii b \ %iu/iuii: uiiiPI/74P .. WALL = _ `vTo O 2' X 8' CEILING JOIST `� O\ - aD # ,,. 1:O ;fl it @ 16' ON CENTER , 2' 0' 4' 3'-2' '.: 4'-0' s E= 6' PLUMBI %ilii.>// / -- Q 1[ WALL , O . / 0 fYtu 'v '''' 8 ,, • I { 1 4' 1 13'-10' 6' Alm ►+� II-6i '� 4' . O it IC) \ll/ Oi- O ZSIi Q \ ' { E m 111 10 il MASTER BEDROOM 2' X 8' CEILING JOISTir 1 WOOD FLOORS 4 16' ON CENTER in ' O 0 'sr Ca /iiiiiuu _ d 7uAY69/T/////u/ iuu/iiii/.AI. -.I'//�.oX% .4K,Mlw.rziiA — `� - SEAL L1. i 1 1 BALCONY z a , PROVIDE 36' NIGH la 1 i �` a~ o !- GUARDRAIL 5/4' DECKING n • '1,:`t ;./- T .tom T \ A 7 x I • 0:: , \--LINE OF ROOF BELOW ''-'2-,', -9..7e---=--- 1 -':--,� :�_- T-4' T-4' 3'-8 1/4' / 6'-I 3/4' 11-6"-b 1 Copyri est 2015.STROMSKI architecture,p.c.All / rights reserved.The Architect reserves the right to / reproduce this design in its entirety or any portion d alteration of these documents is REAR EXISTING ROOF 26'-O' violation of the N w, thereof. eYork State Education Law.These a - TO REMAIN / drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 1 SAR-027 SCALE 1/4"=1'-0" DATE 12/16/15 T 4 DRAWN BY TLD/RS CHECKED BY RS `! TITLE F Proposed r n} 81'-' Basement Plan I AI PROPOSED BASEMENT PLAN Scale: 1/4' al'-0' SHEET NV A - 3 t, // it*t , i x %%3,9,.,,.,`�,.,„.„. , r _ (5m c v I t., • architecture, p.c. I 4 P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 11 I t 3 4 1 1 1 :1 1 1 l -1 j 4 Proposed Alteration for: 1 / 41 Ms . J ill Staib A li 2' X 12' RIDGE �BEAM 2' X 10' ROOF RAFTER ` 1@ 16' ON CENTER II II rr —1 I I I ; Maratooka Lane I Mattituck, NY 11952 I S.C.T.M.# II REVISIONS F: 0 , 40 2' X 10" ROOF RAFTER O `1 @ I6' *l CENTER / f 11 [1 • L — JL J 0 I li - - - 611,.. I � II � [ IIPPIP II II L- - - - �J E I I 011 p co O i w a I 1I � I l I I I 0 tn _ _ _ _ N Cv 21 X 12' RIDGEI 2' X 10' ROOF RAFTER A.O BEAM @ 16" ON CENTER 0 2' X 10' ROOF RAFTER / A 0 @ I6 ON CENTER I 0 I v L J L_ r JJ I SEAL „.t+« o- � -. 4-.., L . x a .1 i l LINE OF ROOF BELOW4., 74.0 a - � T„ ♦ E s4ii A. 31 ti 1 Copyright 2015.STROMSKI architecture,p.c.All S' rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a s violation of the New York State Education Law.These drawings and specifications are an instrument of service ' and are the property of the Architect.These drawings .z°, and specifications are not to be used on any other project,except by written permission of the Architect. x i. PROJECT NO. 15AR-027 1 SCALE 1/4"=1'-0” DATE 12/16/15 DRAWN BY TLD/RS CHECKED BY RS 6 •A TITLE x 9 Proposed Roof Plan I I it ek PROPOSED ROOF PLAN Scale: I/4' a l'-0' 1, SHEET t. ..,, A ....4 .!.. r 3 1 id?v,Q4µ I.. , 1_ IIIi II ( H (2) 2x12 NION rc itecture, p c. STRUCTURAL RIDGE L- _. 2'x4' COLLAR TIE @ 321 0/C s P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 1 2'x10' ROOF RAFTERS i N t i %' PLYWOOD 2'x8' CEILING JOISTS SHEATHING r- �' €E I !DI III I 1 X2' PLYWOO 2'x4' STUD WALL . SHEATHING o-�� ' �� 1 I/2 GYPSUM BOARD a AII K 2'x6' STUD WALL L-- N 2'x10' ROOF RAFTERS WA' SUBFLOOR p k 2'X10' RIDGE BEAM LPro Proposed Alteration for: 5 �1I 2'x6' CEILING JOISTS p - - 11. . 1111 1116. :I•MIN:MINEMESM. II 7iill I0 230 TJI FLOOR JOISTS (3) II Tii' LVL FLUSH HEADER - " q MS . Jill Staih B r 1`11 1 1 1 1 1 1 1 l 1yy , i I 1 i j 1 �I N 1 I D I Jil1 1 I 1 1 1 1 1 1 1 1 Fa • •- - Maratooka Lane =i NEW q X2'x I Y4 x 2'-0' LVL t Mattituck NY 1195 2 SQUASH BLOCKS TO BE a THROUGH BOLTED ON TO EW 3 VI DIA. COLUMNEW 3 VDIA. s S.C.T.M.# EXISTING (3) 2x10 DROP FCOLUMN ti, GIRDER, BOLTS TO BE I REVISIONS STAGGERED EVERY I6' ALONG SPAN. COLUMN REQUIRED TO HAVE 8' x 8' x I' BEARING PLATE INSTALLED. O 0 . SECTION A Scale: 1/4' = I'-0' Jo (I) . 0 '0 0 (2) 2'x12' NON STRUCTURAL RIDGE BEAM 0 2'x10' ROOF RAFTER 2'x6' SUB FASCIA 0 1'x8' PVC FASCIA—� `" 0 0 11 E t 1 Il H i t I f II t�', 1'X6' PVC FRIEZE BOARD , 'O 2'x4' BLOCKING 0 0 0 , i0 :0 0 ' 2 0 j 1 A 1 i I I k .1 i _ ' 1 1 1 'i1 1 1 1 I SEAL 2'x8' CEILING JOIST 21 X.,,,4 2'x4' STUD WALL ,N,',.-'T f' ,. 1/2' GYPSUM BOARD i tv N • I "TMS ':r' ; t, r: 4'x4' ACQ i1 •. -," -----.71,,,,, I ; �� 'CAB 'x4 BY FREENY 3 2'x10' FLUSH HEADER ° I R. } I II �' PRO 230 TJI FLOOR JDIISTS-7\ 2"x8' LEDGER . 1,, x4 DECKING �t s 2'x8' ROOF RAFTER -_ 2'x10' RIM JOIST �� [17 'iiIIII'xb' LEDGER `, j7, Copyright 2015.STROMSKI architecture,p.c.All _ 111)(6" CEILING JOIST rights reserved.The Architect reserves the right to 4 i (3) I'xI0' PVC FASCIA i"�1 2x4 STUD WALL �� reproduce this design in its entirety or any portion 2'X10' DROP HEADER -1 1/2' GYPSUM BOOARD �� thereof.unauthorized alteration of these documents is a violation of the New York State Education Law.These MISC. WOOD BLOCKING drawings and specifications are an instrument of service II I' IL�' (3) 2'x10' DROP GIRDER « and are the property of the Architect.These drawings L� 1'x10' PVC FASCIA and specifications are not to be used on any other 3 F I'I ' project,except by written permission of the Architect. '1 - MISC. WOOD BLOCKING t II 1 _ PROJECT NO. 15AR-027 1 I SCALE 1/4"=1'-0" DATE 12/16/15 I Ili DRAWN BY TLD CHECKED BY RS --r- j y TITLE I1 ' r I III (3) 2'x10' DROP GIIRDER Proposed WITH q)9X1 'x2'-10' LVL SQUASH BLOCKS ONEACH ! BLlildin SIDE. SEE PLAN FOR g LOCATION 8'x8'xI' STEEL PLATE Sections i © SECTION 8 Scale: 1/4' = l'-0'VW I / EXISTING CONCRETE FOUNDATION WALL �l EXISTING CONCRETE SLAB } / EXISTING CONCRETE FOOTING SHEET 1 1 A _ ,,.. 1 AIMMIVIMIIIII III I _fill u���3.. l R t', 5 f I 1 I • %/, a,,oar I f I I % F ,,,, S IIIIIIII I II ' I 111H IIIr . t1,... --� .. -1 I Ii :. �� III I I P.O.BOX 1254 JAMESPORT,NY 11947 k' i- \1.111.=■ .i PHONE(631)779-2832 FAX(631)779-2833 gill . 6411 ', . leginneaPir r .. { Illmnll11�11mn 1 11, UMW li . r III lowi Ali E E E .. 1 t mn�n■�ii�mi� m� I� ii�lmn��l ,. Imn11m11111�1110inn1mn111111111P'' IIII1111II11111111111111/IIIm111P"` ---- --- -- --- --- -- 11111111111 II11I11n1I11nImm1l11n1rf1' IllIllIliliII I �. �.....�...�.�..�■nlmnlmnlmnl•w _ Proposed Alteration for: . - - . - _ . ----. 1II■111IIm1llmlmnl Imnlmnlmll��" '�I) P �1 iiiiii�m111m111m111m111 111■111.1■11111■111ui11111■1.111■III.nIwIlIII�ImIII�IsIIIImIIm11111n11111n11111�1111�11m1111n11111■11o''� I • mimim1mnimnlmnlmnlm11111■mimn111�111minimniiumimrn111nnlmnlmn11�111mn11111111mn11111111 mnlop gat tl 'qui 1111mn111nn1mnlmnlmn1m111mn1mn1mnIMINImm11nn1mn1111111mn1mn1mn1mn1mn1m111mn11111w .. Olmnlmnlmnlmnlmn1II1111m111mi11m111I11111I monsir1/111m111nnI1A11n1■111m111mn1m11111nn111�'' .ii1041IIt0..-_ ,`._ ''�Imnim111mu11mnlmnlmnlmnlmnlmnlmnlml1111u11mnlmnlmnlmn1m111m111m111mn111�"' _ _ _�.InviIriml1im11i�1�11�.._ - - -'`ami 111m11in11ini1 1 11111■il...- . .r..r. .r. . . r .r. rrrr■ �. . .r�.r.�rr■ �.rr. •.�.� i u u ,i i a l _=ME i _ _ ' 1!//Ls . Jill Staub ..— o o r _ { 4 ■ © 3 mm liiirill� �� T - =... .. ..... , , ::. 1 1 Ell I .1 _mimilimimm iiiiii . i 1 m : I . EXISTING POURED CONCRETE FOUNDATION _ 1 1 I 1 I I I IIMaratooka Lane WALLS WITH EXISTING POURED CONCRETE i MattltLlCk NY 11952 WALL FOOTING TO REMAIN I I I I I I I L _L I IL_ iI I I I _ I I_ _ I_ I L_ S.C.T.M.# / NEWFOOTINGS 24' DIA. COLUMN FOOTINGS \ \ NEW 241 DIA. COLUMN 1 REVISIONS 36' BELOW GRADE 36' BELOW GRADE ,74 EXISTING POURED CONCRETE FOUNDATION j 0 WALLS WITH EXISTING POURED CONCRETE WALL FOOTING TO REMAIN O O 4'O PROPOSED FRONT ELEVATION Scale: I/4' = I'-o' 1 " O O _ O I Till I 0 0 I I immiamiiliiiliniuiiiJihirri ii iiiiii imimmmmiilimiiriiiii�imm iFIiii iiiliii aii ' 1nlmnlmnlmnlmnlmnmmlml/I/1m111■i11II1111I1mlmmmmlllmlmnlmnlmnlmnlmnml O Ilmlmn111■nIm1111mn1111n1111111111111I11n11111MUN11MII1n IMMII I1n1111n1IIMIUMIM II11/InI IN O IImnlmnlmnlmn1m11n111'nl11nn1mn1mn1mn1m111 Imnlmnlmn1m1111m1111mn1mnlm111 O n1IIm1I11111II1111I11111I111/11111/II111/III1111 1 1 �n111/nI11n1111111n1mn1mnlml 1n1mn1mn1mn111nn1mn1mnlmnlmn 111mn1111nm■111m1111mI11I11111I11 IIm111 111111111111111111111m1/1111n1111nImnlmnmmllll/11111nm1nlmnlmnlmnlmnlmnlllmll O Imnlmn1m1111111111mn1mn111/n11=11mn1mn1mn111nn1mn1mn11I/111miIm111111■111mn11I'11h■I.�..■II nlmn1mn111111111n111mn111nn1mn1mn1m11111n11111�11MMO111111mn1mn1mn1mn1mn1mn111ODIM M O 111181 �m�ll mm1 11111�mnm�n1111 11�1MI IIIII1��IIIM IIIIIImn1�mNlm1111I1 m111�mn1m111 111mn mn1 �mn11m�111111�mnlnnnnnn lll�mnl1mnlmnlmnl Il1mn�m11 m1111II11 mn mn1�m11Imn�� f O n11mn1m111mnmmmmlmnlmnlmnlmn1m111m111111n1mn1mn1mn1m111ml111mn1I11m111n111m11 O 111111mn1m111mn�"'7nm■nlrllnlmnlmnlmnlmmm�n111■111m111mn1m111mn1mn1111111mn1mnlm Im1111mn1m1111'" `1111mn1mmm�nm111 m■nmlmmmmmlmnlmnlmnlmnlllmlmn1II111m1 O nlmn111111m/'' NII11111IImImn1I11111 mm1111111mn1mn1mn1m1111mn1mn1mn1mn1m1111 �mlmn1I1111r NIIIIIIIMMIIIMIIImlllm lmnlmnlmnMM1111111mn1mnlmnlmnImn O � i mIIII.mIII mIIIm. IIummim.n1 111muI111m11.IfluII 11�m1111�mnlmIII IIIA u.I.m l ml�r• �'�Imll�lll�m111�11111111111■11n1n1��111��I11m111n Ilmn11�111�1�111�11■11 mnlmnl�11n11 f O mn , Ii . U I U u iu I u I I_ 1-'1 11 II I .uII■II111■11111IIIIIIUIIIII■IIIIIn11111■I III III 1 mil II 1 1 111 1 I I I I I I ' ' is. 111mm1mnIIII II1111111mn1mnlmmmnlmnlmnlmnlmnlmnlmnlmnlmr111 um1nlmnlmlllmnlmn1I1111lmnlm1111M mUIImmmnlmnlmnlmnlmn1mn11 SEAL U .. is Cl® mumnlmnlml11mlllmlllm111mmmmmnlmnlmnlmnlll/111mnimnimnlm s g: III Ilmnlmnlm11lmn1 111mlmnlmnlmnlmnlmn11I111ImnIm1111111111111111111 *, �O —111II1111mmII1n1I111/ IIIm1I11n1I1m1 Imo.mil1II■111II11/III1111IIm1I1m1I11 `� ��' ` _ I p pUI --_ __ _ -lii'uii mmMmmlmnlmnlmnlmnl ■nlmlllmnlmnlmmmnlmn11mn11 ` .. mn1I111/Imnlmnlmnlll II lIII lmlmnlmnlmmmmlmnlllml�I/Iml 0 .. „,4,, . „.,, ,_ .,. 1lmmmnlmnlmnlmnlmnlmlllmnlmlllmnlmnlmnlmnlmn1I11111I111 ';, I , 1 ■ 1mnu111mImnlmn111/111m11111111lmmmnlmnlmnlmnlmnlm111m111mn1m � � ,. - __, 1 Mimi 11111 I -mImIIm1111I■n11I1nUmn1IIm1I1mImnImIDUIII mlmnImnlm111m111mn11 f '� .•�i mn1I1111m111m111mnII11n1mnimnlmlmnlmn1ml11mlllmnlmnlmn ,i."''''.1'11'' ...g/mlllmrI' '.'.' " '.'.'.'.' � !ii!1 ..!1J !U_•111 m111mn1mnlmnlmnlmnlll1111mn1mnlmnlmnlmnllmnlml11I11111mn1m1.ill mI11II1 .I.1■■1■ln..a.nliii mm1IIII111mnlmnlmnImn1II1111I1mIm1IIII1111II1II1m111mnII11I11IIm111IIIII�.: :. :.�...... =II11/III11/II .....1.,,,im .ogrj m 1nlmnlmnlmnlm1n1I1mIm111ImImnIm111m111IIINIUMmMImll ll■l.IUi•ICIUI■I■1■I■Ih1 is RIBIIImIllmlmnlmlllmnlmnlmnlmn1ml11mmmn1mn11111111mn1mnlmnl �m�a .�.ai�nnr�mn 0 R < ,,,_ . � I 1 1 11mnlmnlm111I1■nlII111Im111II1nImnlmmmmmmIIlmlmn1I11111mn1II IIIII11 " , I ., . n1IImlllmlmlllmnlm111 IIImImnlmnlmmmmIuh.II11n1I111IIm111llmlm "" ..a/- 1111II1111I111I�I�m1IImnImmjn111mnlmnlmnlmnlmnlmnlmllll11111I11n1m1111 ; 3 wiminguil.. �1 �I U II �1� I �u� 1i 11 sl mumI II111�II�II�m11�II�11i�m11I1mI1��11I�I1�111 Copyright 2015.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to i IIIIIIIIIMMIIMIIIIIIIIIIIIIIIIIIINMI _ reproduce this design in its entirety or any portion III III II= ❑ 1 fly thereof.Unauthorized alteration of these documents is a ) G violation of the New York State Education Law.These F.W G. „' MIMMMEMIMMIMIMIN IIMMINMI drawings and specifications are an instrument of service III I IIIIIIIIIIIIII IM „' IMNIMM and are the property of the Architect.These drawings II 11.1•111111111111MMI = and specifications are not to be used on any other project,except by written permission of the Architect. I III ■ MI MENEM PROJECT NO. 15AR-027 IIMMIMMI SCALE 1/4"=1'-0" DATEi. 12/16/15 MMENNOMONNE „' DRAWN BY TLD CHECKED BY RS ii MNI TITLE 4 EINIIIIIR ! 1 I I I EXISTING POURED CONCRETE FOUNDATION __1 WALLS WITH EXISTING POURED CONCRETE � P WALL FOOTING TO REMAIN Proposed C I. p Building NEW 24' DIA. COLUMN FOOTINGS 36' BELOW GRADE Elevations j EXISTING POURED CONCRETE FOUNDATION EXISTING POURED CONCRETE !FOUNDATION i i WALLS WITH EXISTING POURED CONCRETE WALLS WITH EXISTING POURED CONCRETE WALL FOOTING TO REMAIN WALL FOOTING TO REMAIN I I : SHEET s ;`a Ark PROPOSED SIDE ELEVATION Scale: I/4' = I'-O' IV t i A _ 6 S .. b tr ¢' i I „,,,,,,,i„. M' __ P 1 ' 1 ' I 'J a-Niffit:, 1 1 1 1, ” I1I � I � I �. 1 1111111 1111 1111 architecture, fic. i 1 1111 ir iv11111111 1 1 1 i i 1 I ,IP.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 - I I I MI LIJu U 1 U '114 I'll L1I 10116- 11 I � I I I�1 • B 0 4 . i LI mill/I■IIIimiiiii.111�11111mlllmlll l l l nl�I■nlmlll�lllmni�111 _� '''1�11m111m111m111111O11�m111m111 111�m1111�mi1 — : - -41111111m11 1m111m111m111m111 L = ''��11,�111111mllllmllim11111■111� '� . Proposed Alteration for: II 1 1 ll 1 II II ll I 1 li LI 11 II . I Il II II II - ! 1V1s . Jill Staab _ - I __ _ ❑❑ 1 ;I 1 — 1 F i r _ , 7 .,, ,, � � ,,a :.1 . .,, .1 _ ,i1 I (--1 i-i „,. ..._.. a a , , , , , , 1 1 1 1 I EXISTING POURED CONCRETE FOUNDATION I ` I I I I WALLS WALL FWOOTING TO ITH IREMANG P POURED CONCRETE E Maratooka Lane I I I I 1 1-- ' Mattituck, NY 11952 `- - .N___ / S.C.T.M.# NEW 24' DIA. COLUMN FOOTINGS r 30 BELOW GRADE ' REVISIONS EXISTING POURED CONCRETE FOUNDATION EXISTING POURED CONCRETE FOUNDATION O WALLS WITH EXISTING POURED CONCRETE WALLS WITH EXISTING POURED CONCRETE WALL FOOTING TO REMAIN WALL FOOTING TO REMAIN O t 7 C — — 0 a e PROPOSED REAR ELEVATION Scale: 1/4' = I'—O' O W 10 x 0 � 0 1 ' 1 ' 1 ` 1 ' 1 0 . ( ' . I imai — .... ..1•1 ''' e) , im111m111u11■1111111I111m111m111m11'���J11m/1t111mlllml11 11m1�111�11m111 11T u 1 1177 O 1 mm 11111 mil mmmm 11111111■ 0 111■11111m111m1m111111111 NIMI1••••=�1mim111m111m111111■I11=111 1m111m111m111m11 1 lmnim111m111m111m111m11n IIIIII m111mIIMMI111m1111�1111m111m111m11mm1m11 p 111111m111mn1m111MINMEIMMIa1MEM�=.111■11111:I11m111mn1m1111MMIL 1I11IMIMmnlmn O i IIm11111111I11mlmnlm111m111m �11111111mnlmnlm111m111 II1m111m1111=1 • I■i■nd1:111mnim111m1111111111m11111:111nImmum1mlIMMI 111:1UMIH 111:11 EIM n1m1111111111m1111111111 � �Mmmm�llml11mn1mnl 111mulmnlmnmml � Imi11m111111111m11111m1 IIm111 -11-a11111111111111111111111111111111111111111111111811111111 1 � 1 � 1 � � im111m11111:111m111m111m111m111mn1n ��'� n1m111m111m111mnimmum mn1 O 11111I1m111m111m111m111m111m1111111MIT���•1:1 NEBI11m111m111mn1m1111m111mn1m111mm 11m111m111m11im111m111m111m11rimmmEI 1 11111:111m111m111m111m1111111111m111m111m11 mlllmnlmnim111mn1m111mn1m111m --X11111:I11mI11m111mm1t:111mn1m1111111111m11m111 mnim111m111m111m111m111mI11m11 11mm1��millIMMI 11m111m111m111m111m111m111Im111 1m111 [ 0 I m11111:I1Im111m111mn1m111111MIXII111m1111111111m11111:111111111111a111111111m111m1111111111mn �1mmim inomm111m111m11111■11111 11111:111m111m111m111m111110 1�imm ` O 1111111 'imitiliiiin mni'n'mmmmmmmmmnm11m111mm1mml111nmm�m�i�i"°�iili'�"mmil"°mn'l�'�'�'mnlmmlmnlmmlmn • 0 1 1 dim 1111 nsiumml ummm nnummogiim 1 III I1 I I I 1 1111■IID��llImnlmmmnlmmlmm mmumni Imm Imnan mlmm■Illnmmn.mmmlmm�mnl • 1IIm11ml1mll1�m1111:11m111�mI1111�111t SEAL 111■IIIm11111:1111R111�p ��1�p��I LijT. '� • II1m11111n11m111mn �1 � �� ��1 rill:111m11�111mm1111.mm.111�111m111m111m111m111mn1m IlINIMIN IIIMI1m111111t1ImIMIMII 1IIMM11111111 111 ��, 111■111m111m111m111m111m111m111m111m11111oN1 s m111m111m111m111m111m1111nmin 111m1 unim mums um111mI11m11111■IIIm111m111m111m111m11 imb , ' " " j roil' 111:IIIm11111n11m111m111m111m111m111m111111111mnim111m111m111m111m111m111m111m111m111m11111a111i.. ` lmlllm111m111SIMMIM1111I11111 M1m111m111 Imn1m111m111mnimnlmnlmNlmnlmnlmnlm111mn10111L ---. - _IV, lmmmmmml m u m111mnllmm1mn11 111mu1mmlmnllm111m111mn1mmmm1mn1mmlmmlmmmminnum iiimnimnokmalmminumaiffmionmmii th.. 11111:111m111m111mn111m�111m111m111���ImN1m11mmlmn1m111m111mn111m1mn111�11111�I11m111111mi11m111m1m111m11mm111m1m11111m1mnrl1._11111MON E11111m111m111m111m111m111m11111a11m111m111m11111�11111:111m111m111mnim111mnimlllmnimn111m11111111m1111m11111m1m11111mIm111m11mmI11m111m111m1m1�■. -,11:INNI 11111■111m111mi11m111.i;iliii:.ilii.ial11m111mn1m111m11111m111111111111111m111mI1I11m1m111m111mn1m111m1111111M1mn1mn111m111m1 11111111m111m111m111m111m1111b..- - 4 Im111m11111■111m111m111mllmmN1ml MEM 1m111mIIIMME 111m111m11ImI11m11Im111m111m1MMINIUMMEI11mi1111®111 INNIm11111■OMEM 1m111m111m111mNIMMOmn111■1kr. .,. • m11111mIMMEHMEIUMMIU 111111II1m01mlllmp lllmlllm11MENI 111m111m111mEIMM 1m111mmmmm111mIIlmI11m1 lniM m111m111m111m111111111m111m111m111m111m111m11111111111.._ ' a..,,e,, !? Im111m11mm1m111m11111m1111nim111m111mn1m11111m1m111mn111m1m11111m111m1m111m1IIIIMMIMIIMI 1m111m1mII11m111m111mn1m111m11111■111mnimnim111m111m111m11111�1111��■. i■/lfllmmmm111allmlllll■IIIm�111pm111m11111�11m111m111m111m111m11111:111m111m111111111m111111111�111111111111m1111111111M111m111m111m1111 11111111111111111111111111111 111111m111m11'111111111m1111�11111N•111� .. ■ Copyright 2015.STR�,MSKI architecture,p.c.All ■NTIUMI T111m1m111mI11m111a1m"�■m111m111 Imn1m111111 111m111mn1mnlnl 171111m111■II m11 mmn m111mI1 Ilallllm 111IIImn mmm� LJ 11 Ll L U 1 J rights reserved.The A chitect reserves the right to 11111111111■1■111111111111111111111117nm�nr ■ v i i i u i i i i i a n u i i i i l i i n i i i i a i i i i i i i i_i� ■ i i i 111111 i i i u i i n i l III i i 1 i l i n i s i l i n iii iii i i 1111111111111111111 rmn�■■■��� ' ., reproduce this design in its entirety or any portion ' I thereof.Unauthorized alteration of these documents is a 1. 1. violation of the New York State Education Law.These drawings and specifications are an instrument of service _ and are the property of the Architect.These drawings ii 1 and specifications are not to be used on any other project,except by written permission of the Architect. C '�II k L III PROJECT NO. 15AR-027 SCALE 1/4"=1'-0" DATE 12/16/15 • r DRAWN BY TLD CHECKED BY RS n TITLE EXISTING POURED CONCRETE [--FOUNDATION WALLS WINEXISTINGI 1 I POURED CONCRETE WALL FOOTING I I AINI TO PropO S e d ri -I I- - - - - - I _ _ - -I Building NEW 24' DIA. COLUMN FOOTINGS I 36' BELOW GRADE Elevations EXISTING POURED CONCRETE FOUNDATION 1 WALLS WITH EXISTING POURED CONCRETE WALL FOOTING TO REMAIN HSHEET ePROPOSED SIDE ELEVATION Scale: I/4" a I'-o' •,, 1 ,, A - 7 1